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CC - Traffic Impact Study _ �j�►�� i i •i Transportation Impact Study Black Cat Industrial Development TIS Meridian, Idaho •" NONA4 Prepared For: AT Industrial �} (� 12709 E Mirabeau Parkway d3,? . Spokane,WA 99216 �_Al GF �p Prepared 8y: Kittelson&Associates,Inc. 101 South Capitol Sou fevard,Suite 600 Boise,W 83702 (208)338-2683 Project Manager:John Ringert,PE Project No.26745 March 2022 r ti Black Cat Industrial Development TIS March 2022 Executive Summary TABLE OF CONTENTS ExecutiveSummary............................................................................................................................. 2 Findings....................................................................................................................................................................................... 2 Recommendations.................................................................................................................................................................... 16 Introduction .................................................................................................................................. 28 ProjectDescription.................................................................................................................................................................... 28 Scopeof the Report................................................................................................................................................................... 28 StudyArea.................................................................................................................................................................................31 Intersection Performance Measures.........................................................................................................................................31 TrafficAnalysis Methodology....................................................................................................................................................32 PerformanceMeasures.............................................................................................................................................................33 ExistingConditions............................................................................................................................ 35 Site Conditions and Adjacent Land Uses...................................................................................................................................35 TransportationFacilities............................................................................................................................................................35 CrashHistory.............................................................................................................................................................................39 Transportation Impact Analysis.........................................................................................................42 Year 2030 Background Traffic Conditions.................................................................................................................................42 ProposedDevelopment Plan.....................................................................................................................................................49 Year2030 Total Traffic Conditions............................................................................................................................................55 SiteAccess Evaluation...............................................................................................................................................................77 Franklin Road & Black Cat Road Access Mitigation Alternatives Analysis.......................................... 89 Year 2030 Access Mitigation Option 1 Evaluation.....................................................................................................................89 Potential Improvement Phasing-Mitigation Option 1........................................................................................................... 107 Site Access Evaluation—Mitigation Option 1.......................................................................................................................... 109 Findings and Recommendations ..................................................................................................... 118 Findings................................................................................................................................................................................... 118 Recommendations.................................................................................................................................................................. 132 References ................................................................................................................................ 144 1 z iii Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary LIST OF FIGURES Figure1: Site Vicinity Map................................................................................................................. 29 Figure2: Proposed Site Plan.............................................................................................................. 30 Figure 3: Year 2021 Existing Traffic Volumes..................................................................................... 37 Figure 4: Year 2030 Background Traffic Volumes..............................................................................45 Figure 5: Estimated Trip Distribution Pattern.................................................................................... 52 Figure 6. Estimated Trip Assignment—Access Alternative 1 ............................................................. 53 Figure 7. Estimated Trip Assignment—Access Alternative 2 ............................................................. 54 Figure 8: Year 2030 Total Traffic Conditions—Access Alternative 1.................................................. 56 Figure 9: Year 2030 Total Traffic Conditions—Access Alternative 2.................................................. 57 Figure 10. Estimated Trip Assignment Mitigation Option 1-Access Alternative 1............................. 90 Figure 11. Estimated Trip Assignment Mitigation Option 1 -Access Alternative 2............................ 91 Figure 12: Year 2030 Total Traffic Access Mitigation Option 1—Access Alternative 1 ...................... 92 Figure 13: Year 2030 Access Mitigation Option 1—Access Alternative 2.......................................... 93 1 z iv Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary LIST OF TABLES Table 1. Study Intersections and Corresponding Operational Standards .......................................... 33 Table 2. Existing Study Transportation Facilities and Roadways........................................................ 35 Table 3. Year 2021 Existing Intersection Operations......................................................................... 36 Table 4. Year 2021 Existing Roadway Segment Operations............................................................... 38 Table 5. Study Intersection Crash Type and Severity Summary, 2016-2020...................................... 39 Table 6. Roadway Segment Crash Type and Severity Summary, 2016-2020 .....................................40 Table 7. Year 2030 Background Intersection Operations ..................................................................46 Table 8. Year 2030 Background Mitigated Operations- Franklin Road/McDermott Road ................47 Table 9. Background Traffic Roadway Segment Operations..............................................................48 Table 10. Black Cat Industrial Development Estimated Trip Generation........................................... 50 Table 11. Year 2030 Total Intersection Operations-Access Alternative 1 ........................................ 58 Table 12. Year 2030 Total Intersection Operations-Access Alternative 2 ........................................ 59 Table 13. Year 2030 Total Operations Mitigations— Franklin Road/McDermott Road...................... 61 Table 14. Year 2030 Mitigated Total Operations - Franklin Road/Black Cat Road ............................. 63 Table 15. Year 2030 Mitigated Total Operations - Black Cat Road/Site Access A(E-W Collector) ..... 64 Table 16. Year 2030 Mitigated Total Traffic Operations- Black Cat Road/Site Access B ................... 65 Table 17. 2030 Total Traffic Roadway Segment Operations.............................................................. 67 Table 18. Year 2030 Total Traffic Conditions 95th Percentile Queuing Analysis................................ 70 Table 19. 2030 Background Mitigation Threshold Evaluation - Roadways........................................ 73 Table 20. 2030 Total Traffic Mitigation Threshold Evaluation—Off Site............................................ 74 Table 21. 2030 Total Traffic Mitigation Threshold Evaluation—On-Site............................................ 75 Table 22. Turn Lane Analysis Results................................................................................................. 78 Table 23. 2030 Daily Traffic Estimates on Internal Roadways ........................................................... 84 Table 24. Year 2030 Access Mitigation Option 1 -Access Alternative 1 ............................................ 94 Table 25. Year 2030 Total Intersection Operations-Access Alternative 2 ........................................ 95 Table 26. Year 2030 Mitigated Option 1— Black Cat Road/Site Access A (E-W Collector) .................97 Table 27. Year 2030 Mitigated Option 1— Franklin Road/Site Access D (N-S Collector).................... 99 Table 28. Year 2030 Mit Option 1 Interim TWLTL— Franklin Road/Site Access D (N-S Collector).... 100 Table 29. 2030 Total Traffic Roadway Segment Operations— Mitigation Option 1......................... 101 I� v Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary Table 30. Year 2030 Total Traffic Conditions 95th Percentile Queuing— Mitigation Option 1......... 104 Table 31. 2030 Total Traffic Mitigation Threshold Evaluation -Mitigation Option 1—Off Site......... 106 Table 32. 2030 Total Traffic Mitigation Threshold Evaluation—Mitigation Option 1—On-Site........ 107 Table 33. Turn Lane Analysis Results—Mitigation Option 1............................................................ 110 Table 34. 2030 Daily Traffic Estimates on Internal Roadways—Mitigation Option 1 ...................... 114 1 WA, vi Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary APPENDICES Appendix A Proposed Scope of Work Memorandum Appendix B Signal Timing Sheets Appendix C Existing Traffic Count Data Appendix D 2021 Existing Traffic Operation Worksheets Appendix E Crash Data Appendix F 2030 Traffic Projections & Model Forecasts Appendix G Year 2030 Background Traffic Operation Worksheets Appendix H Year 2030 Background Mitigated Traffic Operation Worksheets Appendix I Year 2030 Total Traffic Operation Worksheets Appendix J Year 2030 Total Mitigated Traffic Operation Worksheets &Signal Warrants Appendix K Improvement Threshold Analysis Calculations Appendix L 2030 Mitigation Option 1 Traffic Operations Worksheets Appendix M 2030 Mitigation Option 1 Mitigated Operations Worksheets &Signal Warrants Appendix N 2030 Mitigation Option 1 Improvement Threshold Analysiss Appendix O Turn Lane Warrants 1 z vii Kittelson&Associates,Inc. Section 1 Executive Summary Black Cat Industrial Development TIS March 2022 Executive Summary EXECUTIVE SUMMARY The Black Cat Industrial Park is located on the west side of Black Cat Road approximately% mile south of Franklin Road. The proposed site is currently vacant farmland and consists of approximately 121 acres. The development will be annexed into the City of Meridian. The development plan proposes to build approximately 2,214,000 square feet of industrial park uses with an anticipated buildout year of approximately 2030. The TIS resulted in the following findings and recommendations. FINDINGS Existing Conditions ■ The study evaluated two off-site intersections and two off-site roadway segments during the AM and PM peak period of a typical weekday. ■ All study intersections were found to operate at acceptable operating standards during the existing weekday AM and PM peak hours. o Franklin Road/McDermott Road: The northbound and southbound approaches at the intersection were found to operate acceptably at LOS E with V/C ratio below the ACHD V/C thresholds. Per ACHD policy,signal warrants were evaluated because the intersection operates at LOS D or worse and identified that the intersection meets traffic signal warrants under existing conditions. It should be noted that the ACHD Master Street Map identifies a multi-lane roundabout at this intersection and that this intersection is currently shown in the 2022-2026 Draft ACHD Five Year Work Plan (FYWP) as part of the Franklin Corridor Improvements for design and construction in the future with no date provided. ■ All study roadway segments operate within the Ada County Highway District (ACHD) volume threshold under existing conditions with the exception of the following: o Franklin Road (Black Cat Road to McDermott Road):The westbound segment volume in the weekday PM peak hour exceeds the ACHD peak hour segment volume threshold for LOS E on a principal arterial. Widening to five lanes is required which is currently shown in the 2022-2026 Draft ACHD Five Year Work Plan for design in 2026 and shown in the ACHD CIP for construction in 2026-2030. ■ While the ACHD segment threshold volume is exceeded, the constraining intersections on either end of this segment at Black Cat Road and McDermott Road operate acceptably and therefore widening of the segment is not required to accommodate the existing traffic demand and not required until mitigations at I2 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary the intersections is required as described in the 2030 background and 2030 total traffic sections. ■ Crash data at the study intersections and roadway segments for the most recent five years of complete data (2016-2020) were analyzed. No crash trends were identified. Year 2030 Background Traffic Conditions ■ Year 2030 background traffic volumes were forecast using 2030 projections by COMPASS which included the SH-16 extension from 1-84 to US 20-26. Inclusion of the SH-16 Phase 2 extension between 1-84 and US 20-26 was included because the extension is currently in final design at ITD and expected to start construction as early as 2022. The projections included traffic growth associated with in-process approved developments as well as future development estimated to be completed by 2030. In general,traffic volumes are projected to grow between 3%and 9% per year, compounded, depending on the location and peak hour with a general average of approximately 5% per year. ■ Year 2030 background traffic conditions found that all the study intersections will operate at acceptable operating standards during the existing weekday AM and PM peak hours with the exception of the following: o Franklin Road/McDermott Road: The northbound and southbound approaches at the intersection were found to have traffic demands that exceed capacity at operate at LOS F during the weekday PM peak hour. The intersection was found to meet traffic signal warrants under existing conditions.The following mitigation was identified: ■ Option 1: Widening of Franklin Road at the Intersections: Widen Franklin Road to five lanes with a center two-way-left-turn lane (TWLTL) for approximately mile either side of McDermott Road to provide for two-stage left-turns from McDermott Road onto Franklin Road. Widening Franklin Road is currently shown in the ACHD CIP for construction in 2026-2030. ■ Option 2: Interim Intersection Improvements: • Installation of an interim traffic signal with only left-turn lanes was not found to mitigate the operation due to the high volume of westbound through traffic in a single lane during the weekday PM peak hour. • Installing a TWLTL would improve operations, but still not accommodate the 2030 background traffic demand. It was estimated to move out the need for mitigation by approximately 2 years to 2029. • Mitigation is estimated to be needed in approximately 2027. ■ It should be noted that the ACHD Master Street Map identifies a multi-lane roundabout at this intersection and that this intersection is currently shown in the I� 3 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary 2022-2026 Draft ACHD FYWP as part of the Franklin Corridor Improvements for design and construction in the future with no date provided. ■ All study roadway segments operate within the ACHD volume threshold under 2030 background conditions with the exception of the same section of roadway as identified under existing conditions: o Franklin Road (Black Cat Road to McDermott Road): The eastbound and westbound movements in the weekday AM and PM peak hours, respectively, exceed the ACHD peak hour volume threshold. Widening to five lanes is required which is currently shown in the 2022-2026 Draft ACHD FYWP for design in 2026 and shown in the ACHD CIP for construction in 2026-2030. ■ While the ACHD segment threshold volume is exceeded, the constraining intersection on the east end of this segment at Black Cat Road operates acceptably and the constraining intersect on the west end of this segment at McDermott Road can be mitigated to operate acceptably and therefore,widening of the segment is not required. Trip Generation ■ The development plan proposes to build approximately 2,214,000 square feet of industrial park uses on approximately 121 acres. ■ The development is estimated to generate a total of approximately 4,700 daily net new trip ends, of these,886 are estimated to occur in the weekday AM peak hour(717 inbound/169 outbound), and 886 are estimated to occur in the weekday PM peak hour (186 inbound /700 outbound). ■ ITD did not require analysis of the Ten Mile Road/1-84 Interchange but did request the number of trips projected to be added to the southbound left-turn movement.Approximately 10 and 42 site generated trips are estimated to be added to the southbound left-turn movement at the interchange during the weekday AM and PM peak hours, respectively. Year 2030 Total Traffic Conditions— Base Option: E-W Collector Access to Black Cat Road ■ The ACHD Master Street Map and City of Meridian Ten Mile Interchange Area Specific Plan (TMASP) call for three collector roadways in the vicinity of the side.These include the following: o East-West Collector: This collector bisects the site at approximately a half mile south of Franklin Road. This collector will be constructed from Black Cat Road to the western boundary of the development. o North-South Collector: This collector is adjacent to the western property line and will ultimately extend north to Franklin Road once other properties develop. This collector I4 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary will be constructed from the East-West Collector to the northern site boundary of the development although an option is evaluated to extend this collector to Franklin Road as part of this development. o Northern East-West Collector: This collector is shown along the northern property line on the ACHD Master Street Map and on the TMASP but to the north of the site property on the TMASP land-use map. Based on discussions by the project team with the City of Meridian, the preference by the City of Meridian is to locate the Northern East-West collector north of the site to avoid an irrigation drain and align with a similar collector on the east side of Black Cat Road. ■ Two access alternatives were evaluated for the site access which include: o Access Alternative 1 (Access A Only): This alternative assumes all access to the development is from Black Cat Road from the East-West Collector Road at Site Access A. o Access Alternative 2 (Access A& B): This alternative assumes a secondary access to the site from Black Cat Road will be at Site Access B. ■ Both off-site study intersections were found to require some level of mitigation under the total traffic conditions during the weekday AM and PM peak hours as described below: o Franklin Road/McDermott Road (Access Alternatives 1&2):Similar to 2030 background conditions, the northbound and southbound stop-controlled movements operate at LOS F and exceed capacity during the weekday PM peak hour. The following mitigation and thresholds were identified: ■ Widening of Franklin Road in the vicinity of the intersection to five lanes with a center TWLTL that can be utilized for two-stage left-turns from McDermott Road onto Franklin Road. Widening Franklin Road is currently shown in the ACHD CIP for construction in 2026-2030. ■ Addition of a center TWLTL does not fully mitigate the intersection operations but result in the need being moved out 1-2 years to a timeframe in which it is reasonably likely ACHD may have Franklin Road widened. ■ The intersection does not operate within ACHD policy V/C thresholds during the shoulder PM peak hour. ■ Installing an interim traffic signal with only left-turn lanes was not found to mitigate the operation due to the high volume of westbound through traffic in a single lane during the weekday PM peak hour. ■ Mitigation is needed in approximately the 2027 timeframe, with added project traffic, at which time approximately 46% (1,018,000 SF) of the site is developed. I� 5 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary ■ If a TWLTL is installed on Franklin Road at the intersection, the mitigation timeframe for widening to five lanes would be moved out to approximately 2028 with approximately 74% (1,636,000 SF) of the site developed. ■ Site traffic is estimated to account for approximately 17.2%and 10.7%of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively. o Franklin Road/Black Cat Road (Access Alternatives 1&2):The intersection operates with a V/C of 1.14 during the PM peak hour, primarily due to the northbound left-turn movement operating with a V/C ratio of 1.15. The following mitigations and thresholds were identified: ■ Restripe the northbound left-turn lane for dual northbound left-turn lanes and modify signal heads as necessary. The design of the intersection already accommodates this restriping. ■ Restripe the westbound left-turn lane for dual westbound left-turn lanes and modify signal heads as necessary. The design of the intersection already accommodates this restriping. ■ Extend the westbound through lane on Franklin Road further west of Black Cat Road to achieve full utilization of the two westbound through lanes. Widening Franklin Road to five lanes between Black Cat Road and McDermott Road is currently shown in the ACHD CIP for construction in 2026-2030. ■ Mitigation is needed in approximately the 2028 timeframe, with added project traffic, at which time approximately 68% (1,502,000 SF) of the site is developed. ■ Site traffic is estimated to account for approximately 25.6%and 18.4%of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively. ■ The site access driveway and on-site study intersections operate acceptably during the total traffic conditions weekday AM and PM peak hours, with the exception of the following: o Black Cat Road/Site Access A(Access Alternatives 1&2):The eastbound approach at the intersection is projected to have demand that exceeds capacity at operates at LOS F. The intersection is also projected to meet traffic signal warrants. The following mitigations and thresholds were identified: ■ Install the following turn lanes: • Eastbound left-turn lane (in addition to eastbound through-right lane) • Northbound left-turn lane • Southbound left-turn lane (not required for traffic volumes) • Southbound right-turn lane Iwr 6 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary ■ Install a traffic signal.The signal spacing meets the ACHD policy of half-mile signal spacing for collector roadways on minor arterials. ■ Mitigation is estimated to be needed in approximately 2025 under Access Alternative 1 with approximately 33% (731,000 SF) of the site developed and 2025-2026 under Access Alternative 2 with approximately 42%(930,000 SF)of the site developed. ■ If a TWLTL is installed on Franklin Road at the intersection, mitigation is estimated to be needed in approximately 2025-2026 under Access Alternative 1 with approximately 44% (974,000 SF) of the site developed and 2026-2027 under Access Alternative 2 with approximately 61%(1,351,000 SF)of the site developed. ■ Site traffic is estimated to account for approximately 61.3%and 47.4%of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively for Access Alternative 1 and 50.1%and 41.4% of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively for Access Alternative 2. o Black Cat Road/Site Access B(Access Alternative 2 Only):The eastbound approach at the intersection is projected to have demand that exceeds capacity and operates at LOS F during the weekday PM peak hour.The intersection is also projected to meet traffic signal warrants.The following turn lanes were identified to mitigate the intersection operations without signalization: ■ Short section of TWLTL to provide for two-stage left-turn movements from Site Access B and for northbound left-turning movements. ■ Southbound right-turn lane (required based on unsignalized warrants) ■ Mitigation is estimated to be needed in approximately 2026-2027 under Access Alternative 2 with approximately 65% (1,439,000 SF) of the site developed. ■ Site traffic is estimated to account for approximately 52.8%and 44.4%of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively. ■ Both off-site study roadway segments have projected traffic demands that exceed the ACHD volume thresholds under 2030 total conditions, including: o Franklin Road (Black Cat Road to McDermott Road): Similar to the 2030 background traffic conditions,the eastbound and westbound movements in the weekday AM and PM peak hours exceed the ACHD peak hour volume threshold. Widening to five lanes is required which is currently shown in the 2022-2026 Draft ACHD FYWP for design in 2026 and shown in the ACHD CIP for construction in 2026-2030. This is an existing need. ■ The segment also requires widening to five lanes in the shoulder peak hour. I7 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary ■ Two options for maintaining acceptable traffic operations on Franklin Road were identified. These include: • Mitigation Option 0 — Improve Intersections: Improve the McDermott Road and Black Cat Road intersections per the mitigation analysis. While the ACHD segment volume threshold would still be exceeded, traffic flow would still occur due to the intersection to the east and west operating acceptably. • Mitigation Option 1 — Extend North-South Collector to Franklin Road: Mitigation Option 1 was evaluated (see report section) which extends the North-South Collector to create a new intersection on Franklin Road (Site Access D). This reduces the impact of site traffic on the half-mile segment between Black Cat Road and the North-South Collector. ■ Site traffic is estimated to account for approximately 25.3%and 14.2%of the 2030 critical peak hour directional traffic during the weekday AM and PM peak hours, respectively. o Black Cat Road (Site Access A to Franklin Road): The southbound and northbound movements in the weekday AM and PM peak hours, respectively, exceed the ACHD peak hour volume threshold. Widening to five lanes is required which is currently shown in the ACHD CIP for construction in 2036-2040. ■ The segment also requires widening to five lanes based on the shoulder peak hour. ■ Two options for maintaining acceptable traffic operations on Franklin Road were identified. These include: • Mitigation Option 0—Improve Intersections: Improve the Black Cat Road, Site Access A, and Site Access B intersections per the mitigation analysis. • Mitigation Option 1 — Extend North-South Collector to Franklin Road: Mitigation Option 1 was evaluated (see following Mitigation Option 1 section) which extends the North-South Collector to create a new intersection on Franklin Road (Site Access D).This significantly reduces the impact of site traffic on the Black Cat Road between Site Access A and Franklin Road. This option results in the 2030 total segment volume still exceeding the two-lane threshold but reduces the peak directional traffic demand by approximately 30 percent. ■ A two-lane highway analysis identified that Black Cat Road is projected to operate with a V/C ratio of approximately 0.69 in the two-lane section outside the areas of the intersections. ■ Widening is estimated to be needed in approximately 2025-2026, with added project traffic, with approximately 43% (960,000 SF) of the site developed. I� 8 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary ■ Site traffic is estimated to account for approximately 76.1%and 56.7%of the 2030 critical peak hour directional traffic volume during the weekday AM and PM peak hours, respectively. ■ All on-site study roadway segments along the East-West Collector (Site Access A) have projected traffic demands under the ACHD volume thresholds for a collector roadway with two lanes (on lane in each direction) under 2030 total conditions with the exception of the following: o Access Alternative 1 ■ East-West Collector (Black Cat Road to Site Access C2): The projected volumes exceed the ACHD threshold for two lanes on a collector roadway.Widening to five lanes is projected to be needed to meet ACHD policy. o Access Alternative 2 ■ East-West Collector (Black Cat Road to Site Access Cl): With Site Access B, the projected volumes exceed the ACHD threshold for two lanes on a collector roadway. Widening to five lanes is projected to be needed to meet ACHD policy. ■ East-West Collector (Site Access C1 to Site Access C2): With Site Access B, the projected volumes exceed the ACHD threshold for two lanes on a collector roadway. Widening to three lanes is projected to be needed to meet ACHD policy. Site Access Evaluation ■ The turn lane analysis using ACHD procedures resulted in turn lane warrants at the following site access streets: o Site Access A/Black Cat Road (Access Alternatives 1 & 2) ■ Southbound right-turn lane (unsignalized and signalized) ■ Storage of 250 feet is recommended ■ Northbound left-turn lane (unsignalized and signalized) ■ Storage of 100 feet is recommended ■ Eastbound left-turn lane (unsignalized and signalized) ■ Storage of 175 feet in the striped left-turn lane is recommended with approximately 200 feet of additional TWLTL through Site Access C1 for a total usable distance of approximately 375 feet to Site Access C1. Under Access Alternative 1, the end of queue is projected to extend approximately 200 feet past Site Access C1 for brief periods in the weekday PM peak hour until one of the following changes occur: o An additional collector connection to Franklin Road to the north or McDermott Road to the east. I� 9 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary o Construction of dual eastbound left-turn lanes along with widening of Black Cat Road between Site Access A and Franklin Road for two northbound through receiving lanes. ■ Southbound left-turn lane (only required when signalized) • Storage of 100 feet (only if signalized) o Site Access B/Black Cat Road (Access Alternative 2) ■ Southbound right-turn lane (unsignalized) • Storage of 100 feet is recommended ■ Two-way-left-turn lane • Storage of 100 feet is recommended to south and north of the intersection. o East-West Collector/Site Access C1 (Access Alternative 1) ■ Westbound left-turn lane (two lane collector&Access Alternative 1 only— not required if five lanes) • TWLTL recommended ■ Westbound right-turn lane (two lane collector&Access Alternative 1 only- not required if five lanes) • Storage of 100 feet is recommended o East-West Collector/Site Access C2 (Access Alternative 1) ■ Westbound left-turn lane (two lane collector&Access Alternative 1 only— not required if five lanes) • TWLTL recommended ■ All site access meet ACHD minimum spacing requirements. ■ Daily trips on the East-West Collector for Access Alternative 1 exceed the ACHD policy of 3,000 daily trips on a collector serving as a single access. ■ The intersection sight distance evaluation identified that adequate intersection sight distance can be achieved at both site access intersection locations on Black Cat Road. Some clearing of vegetation and trimming of trees will be needed to the north of Site Access B. Sight distance was not able to be reviewed for the proposed driveways on the proposed East-West Collector roadway since the collector does not exist at this time. Year 2030 Total Traffic Conditions— Mitigation Option 1: N-S Collector to Franklin Road ■ Due to the lack of ability to widen Franklin Road between Black Cat Road and McDermott Road, extension of the proposed North-South Collector to Franklin Road, in addition to the East-West Collector accessing Black Cat Road, was evaluated as Mitigation Option 1. I10 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary ■ The same two access alternatives were evaluated for the site access to Black Cat Road which include: o Access Alternative 1 (Access A Only): This alternative assumes all access to the development is from Black Cat Road from the East-West Collector Road at Site Access A. o Access Alternative 2 (Access A & B): This alternative assumes a secondary access to the site from Black Cat Road will be at Site Access B. ■ Of the off-site study intersections, only the Franklin Road/McDermott Road intersection was found to require some level of mitigation under the total traffic conditions with Mitigation Option 1 during the weekday AM and PM peak hours as described below: o Franklin Road/McDermott Road (Access Alternatives 1 & 2): Mitigation Option 1 does not change the results at this intersection. See the previous section for findings and recommendations. ■ The site access driveway and on-site study intersections operate acceptably during the total traffic conditions under Mitigation Option 1 during the weekday AM and PM peak hours,with the exception of the following: o Black Cat Road/Site Access A ■ Access Alternative 1: The eastbound approach at the intersection is projected to have demand that exceeds capacity at operates at LOS F. The following mitigations were identified: 0 Install a traffic signal with the following turn lanes: o Eastbound left-turn lane (in addition to eastbound through-right lane) o Northbound left-turn lane o Southbound left-turn lane (not required for traffic volumes) o Southbound right-turn lane ■ Access Alternative 2: The eastbound approach at the intersection is projected to have demand that exceeds capacity at operates at LOS F. The following mitigations were identified: • Option 1-TWLTL: Unsignalized with the following turn lanes: o Two-way-left-turn-lane (TWLTL) on Black Cat Road approximately 100 feet each side of Site Access A o Eastbound left-turn lane (in addition to eastbound through-right lane) I11 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary o Southbound right-turn lane • Option 2 -Traffic Signal: Installation of a traffic signal with the following turn lanes: o Eastbound left-turn lane (in addition to eastbound through-right lane) o Northbound left-turn lane o Southbound left-turn lane (not required for traffic volumes) o Southbound right-turn lane ■ The intersection was found to meet traffic signal warrants under both access alternatives and the signal spacing meets the ACHD policy of half-mile signal spacing for collector roadways on minor arterials. ■ Mitigation is estimated to be needed in approximately 2027 under Access Alternative 1 with approximately 55% (1,218,000 SF) of the site developed and 2028 under Access Alternative 2 with approximately 66% (1,461,000 SF) of the site developed. ■ With the addition of a TWLTL, mitigation is estimated to be needed in approximately 2029 with approximately 88% (1,948,000 SF) of the site developed under Access Alternative 1. The intersection operates acceptably through buildout under Access Alternative 2 ■ Site traffic is estimated to account for approximately 47.0%and 33.5%of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively,for Access Alternative 1 and 35.6%and 28.0%of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively for Access Alternative 2. o Franklin Road/Site Access D (N-S Collector): The northbound approach at the intersection is projected to have demand that exceeds capacity at operate at LOS F during the weekday PM peak hour. The intersection is also projected to meet traffic signal warrants. Installation of a traffic signal with left-turn lanes was found to cause the westbound through movement to exceed capacity during the weekday PM peak hour without widening Franklin Road to add an additional westbound through lane. The following mitigation options were identified: ■ Mitigation Option 1-Traffic signal (3X4): Install a traffic signal with the following lanes: • Second westbound through lane. • Northbound left-turn lane. • Eastbound right-turn lane. I12 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary • The signal was still found to operation with a V/C ratio of 0.93 during the weekday PM peak hour which is above the ACHD policy of<_0.90. ■ Mitigation Option 2-Traffic signal (3XS): Install a traffic signal with the following lanes: • Second eastbound and westbound through lanes. • Northbound left-turn lane • Eastbound right-turn lane ■ Mitigation Option 3 — Multi-Lane Roundabout: Install a multi-Lane roundabout with two through lanes eastbound and westbound and single approach lanes northbound and southbound. ■ Mitigation is estimated to be needed in approximately 2024-2025 with approximately 25% (554,000 SF) of the site developed. ■ With the addition of a TWLTL, mitigation is estimated to be needed in approximately 2026 with approximately 50%(1,107,000 SF)of the site developed, ■ Site traffic is estimated to account for approximately 21.8%and 15.6%of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively. ■ Both off-site study roadway segments continue to have projected traffic demands that exceed the ACHD volume thresholds under 2030 total traffic conditions, but the impacts are significantly reduced with Mitigation Option 1: o Franklin Road (Black Cat Road to Site Access D): Similar to the 2030 background traffic conditions, the eastbound and westbound movements in the weekday AM and PM peak hours exceed the ACHD peak hour volume threshold. Widening to five lanes is required to meet ACHD policy which is currently shown in the 2022-2026 ACHD FYWP for design in 2026 and shown in the ACHD CIP for construction in 2026-2030. This is an existing need. ■ The segment also requires widening to five lanes in the shoulder peak hour based on ACHD segment volume thresholds. ■ The following mitigation options were identified: • Mitigation Option 1-0— Improve Intersections: Improve the Site Access D intersection per the mitigation analysis. This allows the constraint intersections on either end of the segment operate acceptably. o The segment constraint is at the intersections and therefore, with the improvement of the Franklin Road/Site Access D intersection, the segment can accommodate the traffic demand even though it will exceed ACHD policy thresholds. I13 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary • Mitigation Option 1-1 — Limit Development: As described later in this section, with the North-South Collector extended to Franklin Road approximately 2S%-50% (554,000 SF— 1,107,000 SF) of the development is estimated to be possible prior to Site Access D reaching capacity, depending on whether a TWLTL is installed ■ Site traffic is estimated to account for approximately 2.0% and 1.1% of the 2030 critical peak hour directional traffic during the weekday AM and PM peak hours, respectively. o Franklin Road (Site Access D to McDermott Road): Mitigation Option 1 does not change the results at this intersection. Widening to five lanes is required to meet ACHD policy thresholds which is currently shown in the 2022-2026 Draft ACHD FYWP for design in 2026 and shown in the ACHD CIP for construction in 2026-2030. This is an existing need. Following were mitigation options that were identified (see previous section for additional findings, recommendations, and mitigation options): ■ The following mitigation options were identified: • Mitigation Option 1-0— Improve Intersections: Improve the McDermott Road and Site Access D intersections per the mitigation analysis. This allows the constraint intersections on either end of the segment operate acceptably. o The segment constraint is at the intersections and therefore, with the improvement of the Franklin Road/Site Access D and Franklin Road/McDermott Road intersections, the segment can accommodate the traffic demand even though it will exceed ACHD policy thresholds. • Mitigation Option 1-1 — Limit Development: As described later in this section, with the North-South Collector extended to Franklin Road approximately 25%-50% (554,000 SF— 1,107,000 SF) of the development is estimated to be possible prior to Site Access D side street movements reaching capacity and approximately 46% to 74% (1,016,000 SF — 1,636,000 SF) of the development is estimated to be possible prior to the McDermott Road side street movements reaching capacity, depending on whether interim TWLTL center turn lanes are installed. o Black Cat Road (Site Access A to Franklin Road): While addition of Site Access D (North- South Collector) on Franklin Road reduces site traffic on Black Cat Road, the northbound movement in the weekday PM peak hour exceeds the ACHD peak hour volume threshold. Widening to five lanes is required which is currently shown in the ACHD CIP for construction in 2036-2040. ■ The segment also requires widening to five lanes based on the shoulder peak hour. I14 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary ■ The following mitigation options were identified: • Mitigation Option 1-0— Improve Intersections: Improve the Site Access A, and Site Access B intersections per the mitigation analysis. • Mitigation Option 1-1 — Limit Development: As described later in this section, with the North-South Collector extended to Franklin Road approximately 1,518,000 SF of the development is estimated to be possible prior to Black Cat Road reaching the ACHD segment threshold volume with only the East-West Collector accessing the development. ■ If widening is pursued, it is estimated to be needed in approximately 2028, with added project traffic, with approximately 69% (1,518,000 SF) of the site developed. ■ Site traffic is estimated to account for approximately 60.5%and 38.7%of the 2030 critical peak hour directional traffic volume during the weekday AM and PM peak hours, respectively. ■ All on-site study roadway segments along the East-West Collector (Site Access A) have projected traffic demands under the ACHD volume thresholds for a collector roadway with two lanes (one lane in each direction) under both access alternatives. Site Access Evaluation ■ The turn lane analysis using ACHD procedures resulted in turn lane warrants at the following site access streets: o Site Access A/Black Cat Road (Access Alternatives 1 & 2) ■ Southbound right-turn lane (unsignalized and signalized) • Storage of 100 feet is required, but 250 feet is recommended to accommodate trucks. ■ Northbound left-turn lane (unsignalized and signalized) • Storage of 100 feet is recommended. This could be striped as a TWLTL in the interim. Under Access Alternative 2, the TWLTL could remain through buildout. ■ Eastbound left-turn lane (unsignalized and signalized) • Storage of 125 feet is required, but 175 feet in the striped left-turn lane is recommended with approximately 200 feet of additional TWLTL through Site Access C1 for a total usable distance of approximately 375 feet to Site Access C1. ■ Southbound left-turn lane (only required when signalized) • Storage of 100 feet (only if signalized) I15 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary o Site Access B/Black Cat Road (Access Alternative 2) ■ Two-way-left-turn lane • Storage of 100 feet is recommended to south and north of the intersection. ■ Southbound right-turn lane is not warranted but should be considered to service truck if not signed to prohibit trucks from using the access. If constructed storage of 100 feet is recommended. ■ All site access meet ACHD minimum spacing requirements. ■ Daily trips on the East-West Collector, North-South Collector, and site accesses are under ACHD policy thresholds. ■ The intersection sight distance evaluation identified that adequate intersection sight distance can be achieved at Site Access D on Franklin Road. See previous findings for Site Access A, Site Access B and the driveways on the collectors. RECOMMENDATIONS Based on the report's analyses and evaluation findings, recommendations were developed accordingly for time scenario's conditions. Year 2021 Existing Traffic Condition Mitigations (Without the Proposed Development) The following mitigations are recommended to accommodate the year 2021 traffic volumes. ■ Franklin Road (Black Cat Road to McDermott Road): In order to meet ACHD policy, widening of Franklin Road to five lanes with a center turn lane per the ACHD CIP (2026-2030) is required. o While the ACHD segment threshold volume is exceeded, the constraining intersections on either end of this segment at Black Cat Road and McDermott Road operate acceptably and therefore widening of the segment is not required to accommodate the existing traffic demand and not required until mitigations at the intersections is required as described in the 2030 background and 2030 total traffic sections. Year 2030 Background Traffic Condition Mitigations (Without the Proposed Development) The following additional mitigations are required under background traffic conditions above those identified for existing conditions: ■ Franklin Road/McDermott Road: Widening of Franklin Road to five lanes with a center left-turn lane that can be utilized for two-stage left-turns from McDermott Road onto Franklin Road. This widening would only be required at the intersection and is expected to extend approximately I16 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary mile each direction. Widening Franklin Road is currently shown in the ACHD CIP for construction in 2026-2030. o Mitigation is needed in approximately 2027 without the development of the site and approximately 2026 with approximately 46% (1,016,000 SF) of the site developed. o Installing a center TWLTL at the intersection would provide additional interim capacity at the intersection and was found to push out the need two years in the 2030 total traffic conditions. Year 2030 Total Traffic Mitigations— Base Option: E-W Collector Access to Black Cat Road The following mitigations are required under 2030 total traffic conditions: ■ Off-Site Mitigations Required for Access Alternatives 1 &2 o Franklin Road/McDermott Road: The following mitigations and thresholds were identified: ■ Install an interim TWLTL section on Franklin Road to provide for a two-stage left- turn movement. ■ If a TWLTL is installed on Franklin Road at the intersection, the mitigation timeframe for widening to five lanes would be moved out to approximately 2028 with approximately 74% (1,636,000 SF) of the site developed. ■ Site traffic is estimated to account for approximately 17.2%and 10.7%of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively. o Franklin Road/Black Cat Road: The following mitigations are projected to be necessary: ■ Restripe the northbound left-turn lane and westbound left-turn lane for dual northbound left-turn lanes and modify signal heads as necessary. The design of the intersection already accommodates this restriping. ■ Extend the westbound through lane on Franklin Road further west of Black Cat Road to achieve full utilization of the two westbound through lanes. Widening Franklin Road to five lanes between Black Cat Road and McDermott Road is currently shown in the ACHD CIP for construction in 2026-2030. ■ Mitigation is needed in approximately the 2028 timeframe, with the addition of site traffic, at which time approximately 68% (1,312,000 SF) of the site is developed. ■ Site traffic is estimated to account for approximately 2S.6%and 18.4%of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively. I17 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary o Black Cat Road (Site Access A to Franklin Road): Widening to five lanes is required to meet ACHD policy and is currently shown in the ACHD CIP for construction in 2036-2040. Due to widening not being possible in the near-term due to lack of right-of-way, implement one of the following options: ■ Mitigation Option 0 — Improve Intersections: Improve the Black Cat Road, Site Access A, and Site Access B intersections per the mitigation analysis. ■ Mitigation Option 1—Extend North-South Collector to Franklin Road: Mitigation Option 1 was evaluated (see report section) which extends the North-South Collector to create a new intersection on Franklin Road (Site Access D). This significantly reduces the impact of site traffic on the Black Cat Road between Site Access A and Franklin Road. ■ Mitigation is estimated to be needed in approximately 2025-2026, with the addition of site traffic, under either access alternative with approximately 43% (960,000 SF) of the site developed. ■ Site traffic is estimated to account for approximately 76.1%and 56.7%of the 2030 critical peak hour directional traffic during the weekday AM and PM peak hours, respectively. o Franklin Road (Black Cat Road to McDermott Road): In order to meet ACHD policy, widening of Franklin Road to five lanes with a center turn lane per the ACHD CIP (2026- 2030) is required. Due to widening not being possible in the near-term due to lack of right- of-way, implement one of the following options: ■ Mitigation Option 0— Improve Intersections: Improve the McDermott Road and Black Cat Road intersections per the mitigation analysis. ■ Mitigation Option 1—Extend North-South Collector to Franklin Road: Mitigation Option 1 was evaluated (see report section) which extends the North-South Collector to create a new intersection on Franklin Road (Site Access D). This reduces the impact of site traffic on the half-mile segment between Black Cat Road and the North-South Collector. ■ With intersection improvements, the segment is estimated to have a volume/capacity ratio of 1.13 under 2030 Total Traffic conditions. Capacity of the segment as a two-lane highway is estimated to be reached in approximately 2028 with approximately 79% (1,760,000) of the site developed. ■ Site traffic is estimated to account for approximately 25.3%and 14.2%of the 2030 critical peak hour directional traffic during the weekday AM and PM peak hours, respectively. I18 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary ■ On-Site Mitigations Needed for Access Alternatives 1 (East-West Collector Only Access) o Black Cat Road/Site Access A(East-West Collector): ■ Consider installation of an interim TWLTL segment on Black Cat Road to provide for a two-stage left-turn movement from the East-West Collector onto Black Cat Road. ■ Construct the following turn lanes: • Eastbound left-turn lane with 175 feet of storage with an additional 200 feet in the TWLTL on the East-West Collector(in addition to the eastbound through-right lane). The estimated 95t" percentile queue for Access Alternative 1 at buildout will extend beyond Site Access C1 for brief periods in the PM peak hour.Therefore,the following additional widening is recommended Access Alternative 1: o Design for dual eastbound left-turn lanes with 175' of storage to be installed once Black Cat Road is widened to five lanes. This is not needed with future extension of the North-South Collector to Franklin Road and likely not needed with the future extension of the East-West Collector to McDermott Road. The East-West Collector intersection approach should be configured as follows (north to south): ■ Two westbound through lanes(assumes five-lane section). ■ Eastbound left-turn lane. ■ Eastbound 2nd left-turn lane (striped out until Black Cat Road is widened). ■ Eastbound through-right lane. • Northbound left-turn lane (100 feet of storage). • Southbound left-turn lane (required for signal operation only — 100 feet of storage) • Southbound right-turn lane (250 feet of storage). ■ Mitigation is estimated to be needed in approximately 2025 under Access Alternative 1 with 33% (731,000 SF) of the site developed. If a TWLTL is installed on Franklin Road at the intersection, mitigation is estimated to be needed in I19 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary approximately 2025-2026 under Access Alternative 1 with 44%(974,000 SF)of the site developed. ■ Site traffic is estimated to account for approximately 61.3%and 47.4%of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively for Access Alternative 1. o East-West Collector (Black Cat Road to Site Access C2): Construct as five lanes to meet ACHD segment volume policy. No additional turn lanes are required at Site Access C1 or C2 with five lanes. Note that the daily trips on the East-West Collector will exceed the ACHD policy threshold of 3,000 until a future extension of the collector system is made. o East-West Collector (Site Access C2 to North-South Collector): Construct per ACHD requirements. Only two lanes are needed to meet ACHD policy, but three lanes should be considered to accommodate future extension of both roadways. o East-West Collector/Site Accesses C1-C8: No turn lanes are warranted at the site accesses to the East-West Collector with implementation of recommendations for the East-West Collector between Black Cat Road and Site Access C2 above. ■ Access Alternative 2 (Site Access B and Site Access A) o Black Cat Road/Site Access A(East-West Collector): ■ Install a traffic signal and construct the following turn lanes: • Eastbound left-turn lane with 175 feet of striped storage (in addition to the eastbound through-right lane). • Northbound left-turn lane (100 feet of storage). • Southbound left-turn lane (required for signal operation only — 100 feet of storage). • Southbound right-turn lane (250 feet of storage). • Mitigation is estimated to be needed in approximately 2025-2026 under Access Alternative 2 with approximately 42% (930,000 SF) of the site developed. If a TWLTL is installed on Black Cat Road Franklin Road at the intersection, mitigation is estimated to be needed in approximately 2026 under Access Alternative 2 with approximately 61% (1,351,000 SF) of the site developed. • Site traffic is estimated to account for approximately 50.1% and 41.4% of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively for Access Alternative 2. I20 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary o Black Cat Road/Site Access B (Access Alternative 2 Only): ■ Construct the following turn lanes: • Short section of TWLTL to provide for two-stage left-turn movements from Site Access B and for northbound left-turning movements. • Southbound right-turn lane with 100 feet of storage (required based on unsignalized warrants) ■ Mitigation is estimated to be needed in approximately 2026-2027 under Access Alternative 2 with approximately 65% (1,439,000 SF) of the site developed. ■ Site traffic is estimated to account for approximately 52.8%and 44.4%of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively. o East-West Collector(Black Cat Road to Site Access Cl): Construct to five lanes to meet ACHD policy. o East-West Collector (Site Access C1 to Site Access C2): Construct to three lanes to meet ACHD policy. o East-West Collector (Site Access C2 to North-South Collector): Construct per ACHD requirements. Only two lanes are needed to meet ACHD policy, although three lanes should be considered to accommodate future extension of both roadways. o East-West Collector/Site Accesses C1-C8: No turn lanes are warranted at the site accesses to the East-West Collector with implementation of recommendations for the East-West Collector between Black Cat Road and Site Access C2 above. All Site Accesses Construct all accesses to the development with the following considerations: ■ All access driveways within the development should be constructed with one travel lane in each direction. ■ Site driveways with access to public streets should provide sufficient stacking distance for a minimum of two passenger vehicles or one truck (50 feet) to ensure acceptable operation and accommodate larger vehicles, including utility service and delivery vehicles. ■ Site accesses along Black Cat Road should match the existing grade or be higher at the intersection to ensure the best possible sight distance. ■ All accesses and internal streets should be designed to provide adequate intersection site distance and signing and building placements should be checked to ensure they do not interfere with intersection sight distance. ■ Site accesses are assumed to match the existing grade of the connected roadway at the intersection and back at least one car length. Significant changes to the approach grade could impact the sight distances. I21 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary ■ Shrubbery, weeds, and landscaping near the internal intersections and site access points should be maintained to ensure adequate sight distance. ■ In areas where roadways are widened, care should be taken to ensure adequate grades and intersection sight distance is maintained. Year 2030 Total Traffic Mitigations— Mitigation Option 1: N-S Collector to Franklin Road The extension of the north-south collector to Franklin Road reduces traffic demand on Black Cat Road, Franklin Road between Black Cat Road and Site Access D (North South Collector), and on the East-West Collector. But it introduces a new intersection on Franklin Road that requires improvements to Franklin Road. The following mitigations are required under 2030 total traffic conditions with Mitigation Option 1. ■ Franklin Road/McDermott Road (Access Alternatives 1 & 2): Mitigation Option 1 does not change the results at this intersection. See previous section for recommendations. ■ Black Cat Road/Site Access A: o Access Alternative 1: Install a traffic signal with the following turn lanes: ■ Eastbound left-turn lane with approximately 175 feet of storage (in addition to eastbound through-right lane). ■ Northbound left-turn lane with 100 feet of storage. ■ Southbound left-turn lane (not required for traffic volumes). ■ Southbound right-turn lane with approximately 250 feet of storage. o Access Alternative 2: The following mitigations were identified: ■ Option 1 -TWLTL on Black Cat Road: • TWLTL on Black Cat Road with approximately 100 feet of storage each side of the intersection. • Eastbound left-turn lane with 175 feet of storage (in addition to eastbound through-right lane) • Southbound right-turn lane with a minimum of 100 feet of storage. Approximately 250 feet should be considered to accommodate a future signal if needed and large trucks. ■ Option 2 —Traffic Signal: Traffic Signal with the same turn lanes as listed above for Access Alternative 1. o The intersection was found to meet traffic signal warrants under both access alternatives and the signal spacing meets the ACHD policy of half-mile signal spacing for collector roadways on minor arterials. I22 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary o Mitigation is estimated to be needed in approximately 2027 under Access Alternative 1 with 55% (1,218,000 SF) of the site developed and 2028 under Access Alternative 2 with approximately 66% (1,461,000 SF) of the site developed. o With the addition of a TWLTL, mitigation is estimated to be needed in approximately 2029 with approximately 88% (1,948,000 SF) of the site developed under Access Alternative 1. The intersection operates acceptably through buildout under Access Alternative 2. o Site traffic is estimated to account for approximately 47.0% and 33.5% of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively, for Access Alternative 1 and 35.6% and 28.0% of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively for Access Alternative 2. ■ Franklin Road/Site Access D (N-S Collector): The following mitigation options were identified: o Mitigation Option 1-Traffic signal (3X4): Install a traffic signal with the following lanes: ■ Second westbound through lane. ■ Northbound left-turn lane. ■ Eastbound right-turn lane. ■ The signal was still found to operation with a V/C ratio of 0.93 during the 2030 weekday PM peak hour which is above the ACHD policy of<_0.90. o Mitigation Option 2-Traffic signal (3X5): Install a traffic signal with the following lanes: ■ Second eastbound and westbound through lanes. ■ Northbound left-turn lane. ■ Eastbound right-turn lane. o Mitigation Option 3—Multi-lane Roundabout: Install a multi-Lane roundabout with two through lanes eastbound and westbound and single approach lanes northbound and southbound. o Mitigation is estimated to be needed in approximately 2024-2025 with approximately 25% (554,000 SF) of the site developed. o With the addition of a TWLTL on Franklin Road at the intersection, mitigation is estimated to be needed in approximately 2026 with approximately 50% (1,107,000 SF) of the site developed o Site traffic is estimated to account for approximately 21.8% and 15.6% of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively. ■ Franklin Road (Black Cat Road to Site Access D): The segment constraint is at the intersections and therefore, with the improvement of the Franklin Road/Site Access D intersection, the segment can accommodate the traffic demand even though it will exceed ACHD policy thresholds. I23 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary o Site traffic is estimated to account for approximately 2.0% and 1.1% of the 2030 critical peak hour directional traffic during the weekday AM and PM peak hours, respectively. ■ Franklin Road (Site Access D to McDermott Road): Mitigation Option 1 does not change the results on this segment. The segment constraint is at the intersections and therefore, with the improvement of the Franklin Road/Site Access D intersection and the Franklin Road/McDermott Road intersection, the segment can accommodate the traffic demand even though it will exceed ACHD policy thresholds. o With intersection improvements, the segment is estimated to have a volume/capacity ratio of 1.13 under 2030 Total Traffic conditions. Capacity of the segment as a two-lane highway is estimated to be reached in approximately 2028 with approximately 79% (1,760,000) of the site developed. o Site traffic is estimated to account for approximately 25.3%and 14.2%of the 2030 critical peak hour directional traffic during the weekday AM and PM peak hours, respectively. ■ Black Cat Road (Site Access A to Franklin Road): While the addition of the Site Access D (North- South Collector) on Franklin Road reduces site traffic on Black Cat Road, the northbound movement in the weekday PM peak hour exceeds the ACHD peak hour volume threshold. Due to the lack of right-of-way for widening as an option to widening, improving the intersections at Site Access A and Site Access B will ensure the traffic demand is accommodated without widening to five lanes. o If widening is considered,widening is estimated to be needed in approximately 2028,with added project traffic, with approximately 69% (1,518,000 SF) of the site developed. o Site traffic is estimated to account for approximately 60.5%and 38.7%of the 2030 critical peak hour directional traffic volume during the weekday AM and PM peak hours, respectively. ■ All on-site study roadway segments along the East-West Collector (Site Access A) have projected traffic demands under the ACHD volume thresholds for a collector roadway with two lanes (one lane in each direction) under both access alternatives. Potential Mitigation Phasing Based on the incorporation of the North-South Collector extension into the Base Scenario with Access Alternative 2 (Site Access B) in order to reduce impacts of site traffic on Franklin Road and Black Cat Road the following phasing could be considered. ■ Phase 1- Initial Site Buildout: o Black Cat Road/Site Access A: Install as an unsignalized intersection with the following turn lanes: I24 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary ■ Two-way-left-turn lane on Black Cat Road that could be converted to northbound and southbound left-turn lanes if needed. ■ Southbound right-turn lane (see turn lane warrants analysis). ■ Eastbound left-turn lane. o Black Cat Road/Site Access B: Construct the site with Site Access B (Alternative 2) ■ Install a short section of two-way-left-turn lane on Black Cat Road. ■ Sign for no trucks or install as southbound right turn lane. East-West Collector: Construct the East-West Collector with three lanes between Black Cat Road and Site Access C1 to provide for left-turn lane storage at Black Cat Road. ■ Phase 2-Approximately 960,000 SF of Development(Black Cat Road Two-Lane Threshold): o Franklin Road/Site Access D(North South Collector): Extend the north-south collector to Franklin Road with the following improvements: ■ Option 1-Traffic signal: Install a traffic signal with the following additional lanes: • Eastbound and westbound left-turn lane lanes. • Second eastbound and westbound through lanes that taper down to the existing two lanes either side of the new intersection. • Northbound left-turn lane ■ Option 2 - Multi-lane Roundabout: Install a roundabout with two through lanes in the eastbound and westbound directions and single lane approaches northbound and southbound. o Franklin Road/McDermott Road TWLTL: Install a TWLTL section on Franklin Road at McDermott Road intersection. ■ Phase 3-Approximately 1.5-2.0 Million SF of Development: o Black Cat Road/Site Access A (East-West Collector): Evaluate the Site Access A intersection and signalize the intersection, if necessary. This approach to phasing improvements provides intersection improvements that allow Franklin Road to accommodate traffic demand through approximately 2028(approximately 74%of the site developed and occupied) and allows Black Cat Road to accommodate the entire development. Even though both roadways will have volumes that exceed ACHD policy, traffic flow will still occur due to the intersections 25 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Executive Summary operating acceptably. Given the ACHD CIP has Franklin Road widening in the 2026-2030 timeframe, this phasing could result in Franklin Road being widened at about the time it is estimated to reach capacity in approximately 2028, therefore accommodating full site development. This potential phasing approach is illustrated in Exhibit E-1. Widen to 5 Lanes (ACHD) Signal or Mill 7 : V Install TWLTL and Site Access Turn Lanes New N-S Collector Roundabout Legend Phase 1 ■ Phase 2 84 Phase 3 Tra ACHD Widening W W! iden to 5 Lanes Exhibit E-1 Franklin Road Mitigation Option 1 Potential Improvement Phasing (Black Cat& Franklin Access) I� 26 Kittelson&Associates,Inc. Section 2 Introduction Black Cat Industrial Development TIS March 2022 Introduction INTRODUCTION Kittelson & Associates, Inc. (Kittelson) has conducted a Transportation Impact Study (TIS) for the proposed Black Cat Industrial Development in Meridian, Idaho. The study was prepared in accordance with requirements of the Ada County Highway District's (ACHD) Policy Manual Section 7106 (Reference 1) and the Idaho Transportation Department(ITD)Rules Governing Highway Right-of-Way Encroachment Rights-of-Way (Reference 2). This TIS examines the current transportation network and addresses the transportation impacts associated with background growth and the proposed development. PROJECT DESCRIPTION The Black Cat Industrial Park is located on the west side of Black Cat Road approximately% mile south of Franklin Road.The proposed site is currently vacant farmland.The development will be annexed into the City of Meridian. The development plan proposes to build approximately 2,214,000 square feet of industrial park uses. Figure 1 shows the site's vicinity in Ada County, Idaho and Figure 2 illustrates the preliminary development site plan. SCOPE OF THE REPORT ACHD and ITD reviewed and agreed with the scope, methodology and key assumptions within this TIS in September 2021.AppendixA includes the Proposed Scope of Work for the Transportation Impact Analysis memorandum and response emails from ITD and ACHD. This report evaluates these transportation issues: ■ Existing land use and transportation system conditions, including intersections and roadways within the site vicinity for the typical weekday AM and PM peak periods. ■ Other planned transportation projects within the study area. ■ Estimated local and regional growth in the study area for future year background analyses based on 2030 modeling with the planned SH-16 extension from Interstate 84 (1-84) to Chinden Boulevard (US 20/26). ■ Intersection and segment analysis under year 2030 background traffic conditions (existing counts plus nine years of regional growth but not including the specific Black Cat Industrial development) during the weekday AM and PM peak periods. ■ Trip generation and distribution estimates for the proposed Black Cat Industrial Development. ■ Intersection and segment analysis under year 2030 total traffic conditions(year 2030 background traffic plus site-generated trips) during the weekday AM and PM peak periods for the development. ■ Identified transportation mitigations at the study intersections under existing, year 2030 background and year 2030 total traffic conditions. ■ Evaluation of site access intersections. ■ Summary of findings and recommendations. I� 28 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 N Frankld D T� 0 m U 0 � U (lS O CO E Ze 84 a >1 LZ r� E 16 f 3 G4 E g 20 26 a o _ H SITE 84 _ 69. J ADA COUNTY m s Q (D- Study Intersections (Off-Site) Site Vicinity Map Figure Study Roadways (Off-Site) Meridian, Idaho 1 IV/'1 KITTELSON X &ASSOCIATES ■■■ ■ ■■;.� © ■Y ■■■ ■■■ ®® �® INS • :: :■ ■ :� ME3 j ■ ■■ +ii■Y■■ W-141m N: ::■i .�■■i: � . .. moon on 'Amu KE szo . ........... :: Mom 1■MOM lin ■Y■ Ir OWN ME ME BE -- s Black Cat Industrial Development TIS March 2022 Introduction STUDY AREA The following study intersections and roadways were identified during the scoping process and included in the analysis: ■ Existing Intersections o Black Cat Road/ Franklin Road (Signal) o Franklin / McDermott Road (Two-Way Stop-Controlled) ■ Future Intersections o East-West Collector (Site Access A)/Black Cat Road (Approximately 2,630 feet south of Franklin Road) o Site Access B/Black Cat Road (Approximately 1,290 feet north of Site Access A) o East-West Collector/Site Access C1 (Approximately 410 feet west of Black Cat Road) o East-West Collector/Site Access C2 (Approximately 445 feet west of Site Access Cl) o East-West Collector/Site Access C3 (Approximately 360 feet west of Site Access C2) o East-West Collector/Site Access C4 (Approximately 370 feet west of Site Access C3) o East-West Collector/Site Access C5 (Approximately 505 feet west of Site Access C4 and 605 feet east of the Proposed North-South Collector) o East-West Collector/Proposed North-South Collector (C6) (Approximately 640 feet west of Site Access C5 and 2,680 feet west of Black Cat Road) o North-South Collector/Site Access C7 (Approximately 260 feet north of Proposed East- West Collector) o North-South Collector/Site Access C8 (Approximately 530 feet north of Site Access C7) o North-South Collector (Site Access D)/Franklin Road (Optional Access, approximately 2,700 feet west of Black Cat Road) • Roadway Segments o Franklin Road (Black Cat Road and McDermott Road) o Black Cat Road (Between Site Access A and Franklin Road) INTERSECTION PERFORMANCE MEASURES Intersection performance measures reported in this study include level of service (LOS), volume-to- capacity ratio (V/C), delay and 951" percentile queues. The performance measures are used to gauge the performance of the transportation system and overall quality of the travel experience through an intersection or roadway segment as it is perceived by the traveler: ■ Level-of-service (LOS) is currently the most commonly used performance measure. LOS uses an "A" to "F" ranking based on the average control delay experienced by motorists. LOS "A" conditions have very low vehicles delay times (10 seconds or less), while LOS "F" conditions have high delay times (over 80 seconds on average per vehicle at the signalized intersection) that are considered unacceptable to most drivers. I31 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Introduction ■ Volume-to-capacity(VIC)compares the volume of traffic to the theoretical capacity of the facility to accommodate traffic. A V/C ratio of 1.0 indicates an intersection, or movement at an intersection, is operating at capacity. A V/C ratio over 1.0 indicates the intersection's capacity is exceeded. ■ 95th percentile queue is the queue length that has only a 5% probability of being exceeded during the analysis time-period. It is used to help determine turn lane storage, but not what the typical driver would experience. This performance measure is helpful in assessing access spacing from adjacent unsignalized and signalized intersections. Overall intersection performance is calculated for signalized intersections. For two-way stop-controlled intersections, performance measures for the critical movements are utilized. TRAFFIC ANALYSIS METHODOLOGY The intersection operational analysis was performed using the Highway Capacity Manual (HCM) 61h Edition analysis procedures (Reference 3). To ensure that this analysis is based on a reasonable worst- case scenario, the peak 15-minute flow rate during all peak hours was used in the evaluation of all intersection LOS and V/C ratios. This analysis reflects conditions that are only likely to occur for 15- minutes out of each average peak hour. The transportation system will likely operate better than the conditions described in this report during all other time periods. The intersection operations analyses conducted for the TIS were prepared using Synchro 10. The roadway segment analysis was performed using the ACHD Street Capacity Guidelines Table in ACHD's Policy Manual(Reference 1) and 2020 Capital Improvements Plan (Reference 4) for all ACHD roadways. The HCM 2000 (Reference 5) was utilized due to the ability to report overall intersection v/c ratios for a signalized intersection as required by the ACHD Policy Manual, since the HCM 6th Edition does not report overall intersection v/c ratio. Additionally, the guidance in the Manual on Uniform Traffic Control Devices (MUTCD), 2009 Edition (Reference 6) was used for signal warrant analyses when determining the appropriate mitigation for an impacted study intersection. Signal Timing and Other Parameters ACHD provided current signal timing for the Franklin Road/Black Cat Road intersection via signal timing sheets. Appendix B contains these signal timing sheets. ACHD required values were used for the ideal saturation flow rate (1800 vehicles per hour per lane), while other inputs were gathered from field data including truck percentages, peak hour factors, posted speeds, and storage lengths. Iz32 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Introduction PERFORMANCE MEASURES The operating standards of ITD and ACHD were used to assess the traffic operations of the study intersections and roadways. ACHD Intersection and Roadway Standards The analysis was performed in accordance with the methodologies stated in Section 7106.6 of the ACHD Policy Manual(Reference 1). Intersection and segment LOS are reported per ACHD thresholds. ACHD requires that signalized intersections operate at a minimum of LOS E for Principal Arterials and Minor Arterials and LOS D for Collectors. The acceptable v/c ratio for signalized intersections is 0.90 for the overall intersection and 1.0 for each lane group. The acceptable v/c ratio is 1.0 for the critical lane group at unsignalized intersections. All unsignalized intersections that have a projected LOS D or worse shall be evaluated to determine if a signal or roundabout is warranted. Additionally, Section 5108.6.4 identifies a maximum volume-to-capacity ratio at a roundabout to be 0.8S, which is also reviewed for mitigations involving roundabouts. ITD Intersection Standards Although not policy, ITD's desired thresholds are LOS D or better for all intersections and a v/c ratio of 0.90 or better for the overall intersection as well as each lane group. Table 1 summarizes the LOS standards for the study area intersections (signalized and unsignalized). Table 1. Study Intersections and Corresponding Operational Standards I D Study Intersection Agency Traffic Control ITD Operating Standard' ACHD Operating Standard' • LOS E or better 1 Franklin Road/Black ACHD Traffic Signal • Not Applicable • Intersection V/C 50.90 Cat Road • Lane Group V/C Ratio<_1.00 Franklin Two-way,stop- • LOS E or better 2 Road/McDermott ACHD control(TWSC) ' Not Applicable • Critical movement V/C Ratio<_1.00 Road • Evaluate signal warrants if<_LOS D Black Cat • LOS E or better A Road/Proposed EW ACHD Two-way,stop- 0 Not Applicable • Critical movement V/C Ratio<_1.00 Collector(Site control(TWSC) • Evaluate signal warrants ifs LOS D Access A) • LOS E or better B Black Cat Road/Site ACHD Two-way,stop- 0 Not Applicable • Critical movement V/C Ratio 51.00 Access B control(TWSC) • Evaluate signal warrants if<_LOS D Proposed Collector • LOS D or better C Street Site Accesses ACHD Two-way,stop- • Not Applicable • Critical movement V/C Ratio<_1.00 CI-C8 control(TWSC) • Evaluate signal warrants if<_LOS D 'A Policy on Geometric Design of Highways and Streets,2010 Edition(Reference 7) 'ACHD Policy Manual(Reference 2) I33 Kittelson&Associates,Inc. Section 3 Existing Conditions Black Cat Industrial Development TIS March 2022 Existing Conditions EXISTING CONDITIONS The existing conditions analysis identifies the site conditions and current operational and geometric characteristics of the roadways within the study area. These conditions will be compared with future conditions later in this report. Kittelson collected information regarding site conditions, adjacent land uses, existing traffic operations and transportation facilities in the study area. SITE CONDITIONS AND ADJACENT LAND USES The proposed development is outside the current city limits of Meridian in Ada County and is currently vacant farmland.The site is bordered by large-lot residential homes and some commercial developments on the north, 1-84 to the south, farmland to the west, and farmland and residential developments to the east. TRANSPORTATION FACILITIES The transportation system inventory identifies the current characteristics of roadways within the study area. Major roadways within the study area were identified and catalogued, including transit facilities and pedestrian and bicycle infrastructure. Roadway Facilities Table 2 provides a summary of the existing roadway facilities included in this study within the site vicinity. Table 2. Existing Study Transportation Facilities and Roadways Functional Posted Bicycle On-Street Roadway Classification' Number of Lanes Speed(MPH'I Sidewalks Lanes Parking Franklin Road Principal 2 Lanes/5 Lanes(West of 45/504 No No No Arterial Black Rd) Black Cat Road Minor Arterial 2 Lanes 40' No No No Per 2040 Functional Street Classification Map(Reference 7).'MPH represents miles per hour.'North of 1-84 to Franklin Road.Speed is 35 mph over 1-84 and 50 mph south of 1-84.'50 mph approximately%mile west of Black Cat intersection. Pedestrian and Bicycle Facilities Within the site vicinity, no pedestrian or bicycle facilities are present. Sidewalks are present at the Franklin Road/Black Cat Road intersection, but they do not extend west toward McDermott Road or south on Black Cat Road. Transit Facilities Valley Regional Transit (VRT) is a public transportation service provider that provides fixed route buses and paratransit services within Ada and Canyon County. VRT's central bus station is located downtown Boise and provides county and intercounty connections within the Treasure Valley. Iz/1NIN, 35 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Existing Conditions Three VRT bus routes run within the site vicinity (Reference 8). These lines include VRT line 40 (Nampa/Meridian Express),VRT line 42(Happy Day to Towne Square Mall),and VRT line 45(BSU Express). Line 42 travels down Franklin Road and has a stop west of the Franklin Road/Black Cat Road intersection. The other lines stay on 1-84 and therefore are not accessible for the site. Existing Traffic Operations Peak hour turning movement counts were collected for the Black Cat Industrial development in September and mid-November 2021 during AM peak(7:00 AM-9:00 AM) and PM peak(4:00 PM-6:00 PM) periods. Review of the collected counts showed the counts were comparable to historical counts and accurately represented normal travel activity. Appendix C includes the weekday AM and PM period counts utilized at each of the study intersections and roadways. Weekday AM and PM Peak Hour Intersection Operations Existing peak hour traffic operations were analyzed for a typical mid-weekday AM peak period and PM peak period. Individual peak hours for each intersection were used to provide a conservative analysis per ACHD Policy Manual. Table 3 presents the traffic operation results for each intersection and its corresponding lane groups during existing weekday AM and PM peak periods. Figure 3 presents lane configurations, traffic control devices and the AM and PM peak hour traffic volumes at each of the study intersections.Appendix D includes the year 2021 existing conditions Synchro worksheets. Table 3.Year 2021 Existing Intersection Operations Intersection Intersection AM/PM Lane AM Peak Hour PM Peak Hour No. Intersection Control V/C LOS Delay Group Wc LOS Delay V/c LOS Delay EBL 0.22 C 27.8 0.46 D 47.9 EBT 0.61 C 32.8 0.55 C 34.5 EBR 0.05 C 28.5 0.11 B 14.3 WBL 0.18 C 27.3 0.64 C 34.5 WBT 0.77 D 36.2 0.83 D 36.1 Franklin Road/Black Cat 0.57/ C/ 25.1/ WBR 0.40 C 31.4 0.74 B 16.3 1 Road Traffic Signal 0.60 C 31.2 NBL 0.10 B 16.1 0.13 C 33.7 NBT 0.28 C 20.8 0.21 C 28.0 NBR 0.40 C 23.1 0.20 C 28.2 SBL 0.51 B 13.5 0.55 C 33.9 SBT 0.10 B 13.9 0.37 C 30.4 SBR 0.11 B 14.1 0.18 C 28.0 NBTLR 0.02 B 11.6 0.15 E 44.9 Franklin EBL 0.03 A 8.3 0.05 A 9.5 2 Road/McDermott Road TWSC WBL 0.00 A 8.1 0.01 A 8.8 SBLTR 0.30 C 19.1 0.51 E 36.7 V/C ratio is defined as vehicle-to-capacity ratio,which calculates the number of vehicles divided by the capacity of the roadway/intersection during the peak 15 minutes of the peak hour.LOS stand for Level of Service.Delay is reported in seconds per vehicle.Cells in the table above that are bolded, italicized,and highlighted indicate an intersection and/or lane group operating below the jurisdictional standards. Iz36 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 N p f. Franklin Road �•.� •n��qr yl m 00 B - aY r: A fi - � �• ,4I > 84 c y v / Only Included for Showing Site Traffic to EB I-84 E OLANE CONFIG AM VOLUME PM VOLUME 1 §69-41'-315 • 36� �101 326� �279 47 I 11-N �37 58 * �VN}} I !II /W 0 z OLANE CONFIG AM VOLUME PM VOLUME 2 u; u� C494-:�--W MOM N N 6347� r30 �� 5275 _ 1 1 Q Study Intersections Existing 2021 Peak Hour Volumes & Lane Configurations Figure Meridian, Idaho 3 IZ11 KITTELSON X &ASSOCIATES Black Cat Industrial Development TIS March 2022 Existing Conditions As shown in Table 3, all study intersections operate at acceptable operating standards during the year 2021 existing weekday AM and PM peak hours. While the intersections were found to operate acceptably, the northbound and southbound approaches at the Franklin Road/McDermott Road intersection were found to operate at LOS E.ACHD policy requires signal warrants be evaluated for unsignalized intersections that operate at LOS D or worse. Existing Conditions Intersection Mitigations This section outlines mitigations for intersections falling below ACHD's traffic operation standards under existing conditions.Appendix D contains the year 2021 mitigated existing conditions Synchro worksheets including findings from the signal warrant analysis. Franklin Road/McDermott Road As shown in Table 3, the northbound and southbound approaches operate acceptably at LOS E during the weekday PM peak hour with v/c ratios below capacity and below the ACHD threshold of 1.0. While the intersection operates acceptably, ACHD policy also requires signal warrants to be evaluated for any unsignalized intersection that operates a LOS D or worse. Based on a planning-level signal warrant analysis, a signal was found to meet the 8-hour, 4-hour, and peak hour warrants. Appendix D contains the year 2021 signal warrant analysis. It should be noted that the ACHD Master Street map shows a future roundabout at this intersection. Year 2020 Existing Conditions Roadway Segment Analysis Peak hour roadway segment volumes were collected at the study intersections and roadway segments in September and November 2021. The peak hour, peak direction roadway segment volumes, and resultant LOS per ACHD Policy Manual 7106.4.1 for the existing study roadway segments of Franklin Road (between Black Cat Road and McDermott Road) and Black Cat Road (between Site Access A and Franklin Road) are summarized in Table 4. Table 4.Year 2021 Existing Roadway Segment Operations Weekday AM Peak Trave Hour Weekday PM Peak Hour ACHD Peak Roadway Classification Lane Volume Std.Volume Volume/ Meets Volume/ Segment 1 S2 (Weekday) (One-Way) Direction Std. Direction Meets Std. Principal 2/5' 11,302 E/690 393/WB Yes 717/WB No Franklin Rd(Black Arterial (11/17/21) E/1,780 Cat Rd to McDermott Rd) Mitigation:Widened to 5 Lanes 1,780 393/WB Yes 717/WB Yes (Mitigated) Black Cat Rd(Site Minor 5,152 E/575(2L) Access A to Arterial 2/5' (10/6/21) E/1,540(5L) 359/NB Yes 418/SB Yes Franklin Rd) 'Per COMPASS 2040 Functional Street Classification Map(Reference 8) I� 38 Kittelson&Associates,Inc. Black Cat Industrial Development TIs March 2022 Existing Conditions 'Travel lanes include the total number of lanes across the roadway's respective cross section 'Roadway widens to five lanes at Franklin Road/Black Cat Road intersection As shown in Table 4, Franklin Road between Black Cat Road and McDermott Road is projected to exceed ACHD segment LOS standards during the weekday PM peak hour. As also shown in Table 4,widening Franklin Road to five lanes mitigates the segment. Widening is shown in the ACHD FYWP for design in 2026 and is in the ACHD CIP for construction 2026-2030. It should be noted that it is likely the SH-16 extension will be completed by 2024 or 2025 and therefore, there may be a gap of approximately two years to six years between when SH-16 is opened, and this section of Franklin Road remains as two lanes. It should be noted that while the segment exceeds the ACHD segment LOS volume threshold for a two- lane roadway, the segment remains under the maximum capacity of the segment outside of the intersections if evaluated based on the maximum capacity as a two-lane highway. CRASH HISTORY Crash data for the study intersections and roadways was provided by ITD for the previous five years on record (2016-2020). This data was used to evaluate and document any potential crash trends occurring at study intersections and along study roadways.Appendix E contains the crash data reports provided by ITD. Table 5 presents the number of crashes, by crash type and severity, at each study intersection. Crash types varied significantly with the most crashes being rear-end and angle intersections crashes. Table 5. Study Intersection Crash Type and Severity Summary, 2016-2020 ObjectCrash Type Rate e]s, rash Head-On qTIrE bLEV &Head- Angle Cras Rear- Fixed on /Turni M (c Intersection End Franklin Rd/ 4 2 1 1 4 1 13 6 7 0.43 Black Cat Rd Franklin Rd/ 2 - 2 - 4 2 2 0.17 McDermott Rd Table 6 presents the number of crashes, by crash type and severity,for each study roadway segment. I� 39 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Existing Conditions Table 6. Roadway Segment Crash Type and Severity Summary, 2016-2020 Crash Type Severity Head- on/Head Crash Rate Rear- Fixed -on Run Off Sid (Crashes/ Roadway End Object Turning Road Swipooke .. Injury Fatality MVM) Franklin Rd(Black Cat Rd to 3 4 3 1 2 13 8 S 0.63 McDermott Rd) Black Cat Rd(Site Access A to - - - - - 1 1 1 - 0.11 Franklin Rd) Similar to the intersection crashes,the segment crash types varied for the Franklin Road segment. No crash patterns or trends were identified at the study intersections or roadway segments. Iz40 Kittelson&Associates,Inc. Section 4 Transportation Impact Analysis Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis TRANSPORTATION IMPACT ANALYSIS The transportation impact analysis identifies how the study area's transportation system will operate in the year the proposed development is expected to be fully built, year 2030. Kittelson evaluated the impact of traffic generated by the proposed Black Cat Industrial Development during the typical weekday AM and PM peak hours as follows: ■ Transportation improvements planned in the site vicinity were identified. ■ Background conditions were developed by utilizing 2030 traffic projections provided by COMPASS with the currently funded phase of the SH-16 extension from 1-84 to Chinden Boulevard (US 20/26). ■ Background weekday AM and PM peak hour traffic conditions for build-out year 2030 were analyzed at each of the study intersections. ■ Site-generated trips were estimated for the build-out of the site. ■ Site trip distribution patterns were estimated for the site-generated trips based on the existing traffic patterns, the major trip origins and destinations in Meridian and the Treasure Valley area, and COMPASS modeling. ■ The build-out year 2030 total traffic conditions were analyzed at each of the study intersections and site-access points during the weekday AM and PM peak hours. ■ Mitigations for deficiencies were evaluated and trip thresholds estimated. ■ On-site circulation issues and site-access operations were evaluated. ■ Site accesses were evaluated with respect to ACHD policy for access spacing, number of access driveways, and intersection sight distance. YEAR 2030 BACKGROUND TRAFFIC CONDITIONS The year 2030 background traffic analysis identifies how the study area's transportation system will operate in the future year without the proposed Black Cat Industrial Development in place. This analysis includes traffic attributed to planned developments within the study area and to general growth in the region but does not include traffic from the proposed development. Planned Intersection and Roadway Improvements Kittelson identified and reviewed the developments and transportation improvements planned within the site vicinity. Based on a review of ACHD's Capital Improvement Plan (Reference 4),ACHD's Integrated Five Year Work Plan (Reference 9) and Draft 2022-2026 Five Year Work Plan (Reference 10), and ITD's Statewide Transportation Improvement Program (STIP, Reference 11) the following improvements are planned: ■ Within Study Horizon Year: Iwr 42 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis o SH-16, I-84 to US 20/26&(KN 20788)—Construction of SH-16 from 1-84 to US 20/26 with at-grade intersections at Franklin Road and Ustick Road. A specific date for completion has not been published by ITD, but ITD online project information indicates the construction is expected to start as early as 2022 and be completed in the next 3-4 years. o Franklin Road (Black Cat Road to McDermott Road): CIP RD2020-580 — Widen Franklin Road to five Lanes (2026-2030).The design for this widening is included in the draft of the 2022-2026 Five Year Work Plan (FYWP) in year 2026. ■ Beyond Study Horizon Year: o Black Cat Road (Franklin Road to Overland Road): CIP RD2020-170— Reconstruct/widen to five lanes (2036-2040) While the improvements on Franklin Road and Black Cat Road are tied to future funding through the ACHD CIP, ACHD requires they not be assumed as in-place for the analysis due to the possibly of ACHD changing the proposed timeframe in the future.Therefore, the projects were not assumed to be in place in 2030 but considered in the development of mitigations when necessary. Background Growth The proposed SH-16 extension from 1-84 to US 20/26 will include a new interchange on 1-84 and provide a new limited-access expressway highway facility. This new highway was recently approved for funding by ITD. Construction of the Phase 2 improvements is expected to be completed in the next 3-4 years which includes at new interchange at 1-84, grade separations at Cherry Lane and McMillan Road, and interim at-grade intersections at Franklin Road and Ustick Road. Because of the impact this highway will have on travel patterns in the area, ACHD and ITD requested SH-16 be assumed for this study. Traffic growth was estimated using COMPASS model forecasts and the procedures described in NCHRP 755: Analytical Travel Forecasting Approaches for Project-Level Planning (Reference 12). Appendix F contains the calculation sheets for the 2030 background traffic forecasts. This process resulted in the following approximate growth rates along the study roadways: ■ Franklin Road o E. of Black Cat Road: 3.4%/yr and 4.2%/yr for the AM and PM peak hours respectively o W. of Black Cat Road: 6.7%/yr and 8.3%/yr for the AM and PM peak hours respectively ■ Black Cat Road o S. of Franklin Road: 4.0%/yr and 5.1%/yr for the AM and PM peak hours respectively o N. of Franklin Road: 0.6%/yr and 0.3%/yr for the AM and PM peak hours respectively The total entering traffic growth at the Franklin Road/Black Cat Road intersection was estimated to be approximately 3.8%/yr in the AM peak hour and 4.8%/yr in the PM peak hour. 1 z 43 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis It should be noted that individual turning movements at intersection have widely varying levels of growth due to the changes in travel patterns created by the SH-16 extension project. In-Process Developments Based on a review of in-process developments in the area with ACHD and ITD, it was determined that while there are a number of developments that have been approved or are in-process,the developments are either already included in the COMPASS modeling or the 2030 growth projections in the model include adequate growth levels for the developments.These include: ■ Meridian 118 Development (in development review process): South of Franklin Road and West of Ten Mile Road. Access is via Collector Streets to Franklin Road and Ten Mile Road. ■ Baraya Subdivision (partially built-out): South of Franklin Road and West of Ten Mile Road. Access is via Collector Streets to Franklin Road. ■ Outer Banks Subdivision (in development review process): Mixed-use development on the southwest corner of the Ten Mile Road/Franklin Road intersection. As described in the Background Growth section, the growth rates estimated based on COMPASS 2030 projections are in the ranges of 3%/yr to 9%/yr compounded. Assuming an average growth of approximately 4.8%/yr at the Franklin Road/Black Cat Road intersection, the average traffic growth is approximately 52% over the next 9 years. Additionally, none of the in-process developments will access Black Cat Road with currently approved development plans and therefore will not impact operations of the proposed site driveway intersections. Year 2030 Background Traffic Volumes Year 2030 background traffic volumes reflect the growth in traffic levels from on-going developments in the area and anticipated changes in travel patterns resulting from the SH-16 extension project. Figure 4 shows the 2030 background volumes. Year 2030 Background Intersection Operations Table 7 presents the traffic operations results for each study intersection and its lane groups under year 2030 background conditions during the weekday AM and PM peak hours. Appendix G includes the year 2030 background conditions Synchro worksheets. 1 z 44 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 N p f. Franklin Road �•.� • - •n��qr yl m 00 B Ye, 4 Y 84 y - At v Only Included for Showing Site Traffic to EB I-84 E ry OLANE CONFIG AM VOLUME PM VOLUME 1 • r 67� �84 120� �188 r 594� 457 757� 1042 E I 35-N or-53 106-), (-170 Rf 1�I **** 11 ! l a � I I 0 z OLANE CONFIG AM VOLUME PM VOLUME 2 NNE C960---w ��724 r6 4 146314� 5 -6� o� Q �- Study Intersections Background 2030 Peak Hour Volumes & Lane Configurations Figure Meridian, Idaho 4 IZ11 KITTELSON X &ASSOCIATES Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis Table 7.Year 2030 Background Intersection Operations EBL 0.37 C 26.7 0.71 C 34.4 EBT 0.72 C 32.4 0.67 C 34.1 EBR 0.09 C 25.9 0.21 C 27.0 WBL 0.27 C 25.7 0.63 C 26.8 W BT 0.83 D 35.6 0.93 D 47.3 Franklin Road/Black Cat 0.57/ C/ 28.5/ WBR 0.23 C 27.5 0.35 C 27.2 1 Road Traffic Signal 0.77 C 38.3 NBL 0.22 B 19.2 0.53 C 31.7 NBT 0.30 C 25.2 0.27 D 36.5 NBR 0.45 C 28.6 0.30 D 37.7 SBL 0.43 B 18.5 0.32 C 31.7 SBT 0.14 C 20.6 0.47 D 42.7 SBR 0.19 C 21.5 0.43 D 43.5 NBTLR 0.06 D 29.1 7.50 F 4,642 2 Franklin TWSC EBL 0.06 A 9.3 0.05 B 14.6 Road/McDermott Road WBL 0.01 A 9.5 0.01 B 10.6 SBLTR 0.28 E 35.1 2.75 F 1,004.9 V/C ratio is defined as vehicle-to-capacity ratio,which calculates the number of vehicles divided by the capacity of the roadway/intersection during the peak 15 minutes of the peak hour.LOS stand for Level of Service.Delay is reported in seconds per vehicle.Cells in the table above that are bolded, italicized,and highlighted indicate an intersection and/or lane group operating below the jurisdictional standards. As shown in Table 7, all study intersections are projected to operate acceptably based on ACHD operating standards during the year 2030 background weekday AM and PM peak hours, except for the following: ■ Franklin Road/McDermott Road (PM peak hour): The northbound and southbound stop- controlled movements operate at LOS F and exceed capacity. Year 2030 Background Conditions Intersection Mitigations This section highlights the mitigations needed to address each of the intersections not meeting traffic operational guidelines under the year 2030 background traffic conditions.Appendix H contains the year 2030 mitigated background traffic operational worksheets. Franklin Road/McDermott Road Under year 2030 background conditions, the northbound and southbound movements are projected to operate at a v/c ratio of greater than the ACHD standard of 1.00 during the weekday PM peak hour.The intersection critical movement is projected to operate at an LOS F during both the weekday AM and PM peak period. Three mitigation options were evaluated which included the ultimate widening of Franklin Road to five lanes while remaining an unsignalized intersection, installation of the temporary signal under the current two-lane configuration with left-turn lanes on each approach, and installation of a two-way- left-turn lane on Franklin Road at the intersection to provide a refuge for two-stage left-turning movements from McDermott Road. The mitigated intersection operations are shown in Table 8. Iz46 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis Table 8.Year 2030 Background Mitigated Operations- Franklin Road/McDermott Road No. Intersection Control V/C LOS Delay Group V/C LOS Delay V/C LOS Intersection Intersection AM/PM Lane AM Peak Hour PM Peak Hour - Option 1-Addition of TWLTL on Franklin Road NBTLR 2.00 F 986.4 TWSC EBL 0.05 B 14.6 (3 Lanes No Mitigation Required with TWLTL) WBL 0.01 B 10.6 SBLTR 0.98 F 152.4 Option 2-Widening Franklin Road to 5 Lanes NBTLR 0.20 E 36.5 TWSC EBL 0.05 B 14.6 (5 Lanes No Mitigation Required with TWLTL) WBL 0.01 B 10.6 2 Franklin McDermott /t Rd SBLTR 0.54 E 41.9 Option 3-Signalization with Left-Turn Lanes(3X3) EBL 0.42 E 77.8 EBTR 0.72 A 6.6 WBL 0.02 B 12.4 Signal with WBTR 1.10 F 67.8 Left-Turn 1.03 D 45.0 No Mitigation Required Lanes(3X3) NBL 0.24 E 70.5 NBTR 0.07 E 60.9 SBL 0.12 E 62.2 SBTR 0.68 EL 70.0 V/C ratio is defined as vehicle-to-capacity ratio,which calculates the number of vehicles divided by the capacity of the roadway/intersection during the peak 15 minutes of the peak hour.LOS stand for Level of Service.Delay is reported in seconds per vehicle.Cells in the table above that are bolded, italicized,and highlighted indicate an intersection and/or lane group operating below the jurisdictional standards. As shown in Table 8, the intersection is projected to operate at acceptable levels with the following improvements: ■ Widen Franklin Road to five lanes with two through lanes in each direction with a center left-turn lane providing for a two-stage left-turn movement from McDermott Road onto Franklin Road. This widening could be done only at the intersection and extend approximately 1,000-1250 feet each direction. Widening Franklin Road is required which is currently shown in the ACHD CIP for construction in 2026-2030. o Mitigation is estimated to be needed in approximately 2027 with approximately 50% growth over existing traffic. ■ Addition of a TWLTL could be considered to add more lifespan to approximately 2029 in order to maintain operations until the ACHD widening project is constructed. The intersection operates acceptably with approximately 95% of the 2030 background volumes and therefore, while a TWLTL does not mitigate the intersection through 2030, it comes very close. The intersection was found to operate over capacity with signalization with only the addition of left-turn lanes to single eastbound and westbound lanes.This is due to the high westbound through traffic volume on Franklin Road that is projected to occur due to growth and the new SH-16 highway between 1-84 and US 20/26 (Chinden Boulevard) Iwr 47 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis ACHD policy requires an evaluation of traffic signal warrants if the critical movement at an unsignalized intersection operates at LOS D or worse.The MUTCD 8-hour,4-hour,and peak hour traffic signal warrants were found to be met under 2030 background conditions.Appendix G includes the year 2030 background conditions signal warrant analysis worksheets. It should be noted that the ACHD Master Street Map (Reference 12) shows a future roundabout at this intersection. This option was not evaluated since a roundabout or traffic signal were not found to be required to mitigate the intersection if widening of Franklin Road occurs per the ACHD CIP. Year 2030 Background Roadway Segment Analysis Peak hour roadway segment volumes were based on the peak hour turning movement estimates at the study intersections. Peak hour, peak direction roadway segment volumes, and resultant LOS per ACHD Policy Manual 7106.4.1 for ACHD roadway facilities are shown in Table 9. Table 9. Background Traffic Roadway Segment Operations Daily Weekday AM Peak Hour Weekda�y �� Traffic ACHD Peak Hour One-Way One-Way Travel Volume Std.Volume Volume/ Volume/ CLassification' Lanes' (Weekday (One-Way) Direction Meets Std. Principal E/690 No No F(Black lin Rd 2/5' 22,860 Est 742/EB (For 2 Lane 1,484/WB (For 2 Lane Cat Rd Arterial E/1,780 Portion) Portion) to McDermott Rd) Mitigation:Widened to 5 Lanes 1,780 742/EB Yes 1484/WB Yes (Mitigated) Black Cat Rd E/575(2L) (Site Access A Minor Arterial 2/5' 8,060 Est E/1,540(5L) 501/NB Yes 529/SB Yes to Franklin Rd) 'Per COMPASS 2040 Functional Street Classification Map(Reference 8) 'Travel lanes include the total number of lanes across the roadway's respective cross section 'Roadway widens to five lanes at Franklin Road/Black Cat Road intersection As shown in Table 9, Franklin Road between Black Cat Road and McDermott Road is projected to continue to exceed ACHD segment LOS standards and require widening. As shown in Table 9, widening Franklin Road to five lanes mitigates the segment. As discussed previously, widening is planned in the ACHD CIP for 2026-2030. Iz48 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis PROPOSED DEVELOPMENT PLAN The Black Cat Industrial Development is 2 located on the west side of Black Cat Road 0 Northern llector Northth Site approximately % mile south of Franklin Road. The proposed site is currently E-W vacant farmland. The development will Collector be annexed into the City of Meridian.The Site development plan proposes to build N-S Collecto (West Site approximately 2,214,000 square feet of Boundary) industrial park uses on approximately 121 0 acres. Figure 2 illustrates the proposed •� development site plan. IF Access to the development is proposed via a new East-West Collector as Exhibit 1.ACHD Master Street Mar) illustrated on the ACHD Master Street Map (Reference 13). Additionally, a section of North-South Collector is proposed along the west site boundary although it will not be connected north to Franklin Road due to other properties that need to develop and an irrigation drain. Exhibit 1 shows the ACHD Master Street Map. A second Northern East-West Collector is shown on the ACHD Master Street Map and Ten Mile Interchange Specific Plan Area (TMASP) Transportation System Map along the north site boundary (Reference 14). But this northern collector is not planned to be constructed with the proposed development for the following reasons: • There is an irrigation drain in the location shown on the ACHD Master Street Map which will require the — —_ entire collector roadway to be constructed within -- this development or on the north side of the drain within other parcels that will be developed in the Irrigation future. Exhibit 2 shows an aerial of the irrigation Drain drain that runs down the northern site property line. Exhibit 2. Irrigation Drain on North Site Boundary I49 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis • The Northern East-West collector is preferred to be located cpARK to the north of the site. Based on discussions the development team has had with the City, the preference of ut the City is for the Northern East-West collector roadway to be located north of the drain on the properties to the north, similar to the location shown on the TMASP land-use map Northern E-w (Reference 13).This location would align with a similar future Collector shown collector roadway to the east of Black Cat Road. Exhibit 3 north of Site shows the land-use plan from the TMASP and the future northern collector alignments. Therefore, while the site plan includes the mid-site East-West Exhibit 3. Land-Use Map from the Collector and the North-South Collector on the west property Ten Mile Interchange boundary, it does not include the Northern East West Collector. Specific Plan Area Trip Generation Kittelson estimated the projected weekday daily,weekday AM peak hour and PM peak hour vehicle trips for the proposed development based on the Trip Generation Manual, 101h Edition (Reference 13). Table 10 summarizes the estimated trip generation for the proposed Black Cat Industrial Development. Table 10. Black Cat Industrial Development Estimated Trip Generation Weekday AM Peak Hour Weekday PM Peak Hour Land Use ITE Code] Units Daily Trips Total In Out Total in Out Industrial Park 130 2,214,000 SF 4,700 886 717 169 886 186 700 Total Net New Trips 4,700 886 717 169 886 186 700 As shown in Table 10, the proposed Black Cat Industrial Development is estimated to generate a total of 4,700 daily net new trip ends, of these, 886 are estimated to occur in the weekday AM peak hour (717 inbound/ 169 outbound), and 886 are estimated to occur in the weekday PM peak hour (186 inbound / 700 outbound). 1 z 50 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis Access Alternatives The development plan assumes only access to Black Cat Road via one or two accesses, Site Accesses A and B. Site Access D, as shown on the Figure 1 and Figure 5, is not proposed under the base development scenario but is evaluated in the following section of this report as part of evaluating mitigation alternatives. Two access alternatives for access to Black Cat Road were evaluated for the development. A description of each access alternative is below. ■ Access Alternative 1 (Access A Only): This alternative assumes all access to the site occurs from Black Cat Road and from the East-West Collector Road at Site Access A. ■ Access Alternative 2 (Access A& B):This alternative assumes a secondary access to the site from Black Cat Road at the north end of the side at Site Access B.This would either be a private access or possibly as second Northern East-West Collector as discussed in the previous section. This access scenario was evaluated for the following reasons: o It is projected that the daily trips on Site Access A will exceed the ACHD policy of 3,000 daily trips on a collector street providing single access to a development until the collector system is extended to the west or east to connect back to the public roadway system. o ACHD has indicated that Access B could be temporary given the daily trip threshold need would be mitigated with future extensions of the East-West Collector Road to McDermott Road and future extension of the North-South Collector to Franklin Road. Site Trip Distribution/Trip Assignment The estimated trip distribution pattern was based on the access connections to and from the proposed development and the attraction/destination characteristics. Kittelson distributed site generated trips onto the roadway system based on the area of impact model runs provided by COMPASS, review of the roadway system, and knowledge of travel patterns in the area. The site generated trip distribution pattern used for this analysis is shown in Figure 5. The trip assignment for year 2030 buildout of the project is provided in Figure 6 and Figure 7 for Access Alternatives 1 and 2, respectively. These trips reflect the trip generation of the proposed development during a typical weekday AM and PM peak hour. 1 z 51 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 N i Franklin Road 30% SO �• @ •i��yrrhr .. CC U Y � q U rl Y� B I H A N Lo 84 6% • r � � a V 2 V Only Included for Showing Site Traffic to EB I-84 0 U m Q - Study Intersections Proposed Site Trip Distribution Figure Site Accesses P P X!Trip Distribution Percentage Meridian, Idahoaho 5 IV/'1 KITTELSON N &ASSOCIATES Black Cat Industrial Development TIS March 2022 N O LANE CONFIG AM VOLUME PM VOLUME C2 LANE CONFIG AM VOLUME PM VOLUME r�' 2•. - ;� r 1 ¢ s: Y Ffankli U I"'" I t'`I• �0i')MlJ' NOR�N� � �OON 5o oC3910::� 10795�o o 7zr0 0� 0 4 �401 oa -2 � 0 �862r t t tP tt r d' ■■ c6 B I O LANE CONFIG AM VOLUME PM VOLUME C3 LANE CONFIG AM VOLUME PM VOLUME I �Cly1► C6 C5 C4 C3 C2 K5460 C, : � �,1 01 �21 �I 1� 0� �122 0� �32 �j 2299� 'Ir �2224 66� r279 280� �75 Q � - O LANE CONFIG AM VOLUME PM VOLUME C4 LANE CONFIG AM VOLUME PM VOLUME O LANE CONFIG AM VOLUME PM VOLUME 3 -$ 01 t � C5--, 595 �► 42 F 178 175 r 46 105� 0� r79 0� �21 SB Left Turn Trips Only R / Et 1t �t� 1t/ a "- LANE CONFIG AM VOLUME PM VOLUME LANE CONFIG AM VOLUME PM VOLUME f © C5 © LANE CONFIG AM VOLUME PM VOLUME I o a C + i i oo� 030:� -;: 15— �63 0� �43w-0 W-0 �4 14 t '�t!' LL t1r tr u tw vv my I LANE CONFIG AM VOLUME PM VOLUME LANE CONFIG AM VOLUME PM VOLUME C1 C6 CS LANE CONFIG AM VOLUME PM VOLUME �j C1320::� �559 539� r 144 �28 �7 - i �0 i �0 �65 0� R �17 -35 �9 �3 �14 1t1� 1t� t/w t1, _ m om o� tw t1' tP ry O� OM U _ - STOP SIGN Site Generated Traffic Volumes - Access Alternative 1—AL Figure Weekday AM and PM Peak Hours - TRAFFIC SIGNAL 6 Meridian, Idaho IV/'1 KITTELSON X &ASSOCIATES Black Cat Industrial Development TIS March 2022 O LANE CONFIG AM VOLUME PM VOLUME C2 LANE CONFIG AM VOLUME PM VOLUME O�O`[ - � -� R\••t f� � �Rltl _�� C770::� 0 0l()22 327 )2015 o � R o�' 01 s 0� 323�251� 0� �28 2 t tt 6 N CO �a � LANE CONFIG AM VOLUME PM VOLUME LANE CONFIG AM VOLUME PM VOLUME C8 g OON 4- 00 00� C6 C5 C4 C3 a C1 a W►-5 01 21 0� 50 0- 13 C229:-:-�-P- r554 60 �224 2r 278 �73 0� Or0 t 1w t r� 000 000 n ,r• Y O LANE CONFIG AM VOLUME PM VOLUME C4 LANE CONFIG AM VOLUME PM VOLUME i I 1 C173-1- a� _�109 489 40� Ir 797 20t �t _ �I E1 t! © LANE CONFIG AM VOLUME PM VOLUME © LANE CONFIG AM VOLUME PM VOLUME C5 LANE CONFIG AM VOLUME PM VOLUME f o ` uNiui off' a X-0 361 149� 0� �72 0- �18 �j 4 16 14� �62 63� �16 �3 e-14 �I �I 0� ,-43 0� 'r11 tr tr ,� �t �t 'Ntr �tr r, ONE C8 LANE CONFIG AM VOLUME PM VOLUME C1 LANE CONFIG AM VOLUME PM VOLUME C6 LANE CONFIG AM VOLUME PM VOLUME ci � o0 00 � oo� ooa � om m m V,0 �0 4 103� �435 430--► F114 �27 7 �3 �14 0� R �65 0 R �17 �35 "-9 a tIX t A �*� .. lt� � t� t� *s co is � r r Q - STOP SIGN Site Generated Traffic Volumes - Access Alternative 2 Figure Weekday AM and PM Peak Hours TRAFFIC SIGNAL 7 Meridian, Idaho IV/'1 KITTELSON X &ASSOCIATES Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis YEAR 2030 TOTAL TRAFFIC CONDITIONS The total traffic conditions analysis forecasts how the study area's transportation system will operate with the traffic generated by the proposed Black Cat Industrial Development.The year 2030 background traffic volumes (shown in Figure 4) were added to the site-generated traffic (shown in Figures 6 and 7)to arrive at the total traffic volumes that are shown in Figure 8 and Figure 9 for Access Scenarios 1 and 2, respectively. Year 2030 Total Traffic Conditions Intersection Operations Tables 11 and 12 present the traffic operations results for each study intersection and its corresponding lane groups under 2030 total traffic conditions during the weekday AM and PM peak hours. Appendix 1 contains the year 2030 total traffic LOS worksheets for the weekday AM and PM peak hours. As shown in Tables 11 and 12, the following three study intersections do not meet acceptable operating standards during the year 2030 total traffic weekday AM and PM peak hours: ■ Access Alternatives 1 & 2 o Franklin Road/McDermott Road (PM peak hour):Similar to 2030 background conditions, the northbound and southbound stop-controlled movements operate at LOS F and exceed capacity during the weekday PM peak hour. o Franklin Road/Black Cat Road (PM peak hour): The northbound left-turn exceeds capacity resulting in the overall intersection also exceeding capacity. o Black Cat Road/Site Access A(AM and PM Peak Hour):The eastbound approach operates at LOS F and is over capacity as an unsignalized two-way-stop intersection during both the weekday AM and PM peak hours for Access Alternative 1 and during the weekday PM peak hour for Access Alternative 2. ■ Access Alternatives 2 Only o Black Cat Road/Site Access B (PM Peak Hour):The eastbound approach operates at LOS F and is over capacity as an unsignalized two-way-stop intersection. I� 55 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 O LANE CONFIG AM VOLUME PM VOLUME C2 LANE CONFIG AM VOLUME PM VOLUME 67-'$ �84 (120-$ -188 01 �72 0- �15 • 594— r 457 757- r 1042 �j 95— 401 399 w 010 • 286� s-268 172- �226 0- -86 0- �22 '\ttl' '1t1' '1t1' '�t1' '1tP NOM VN� CNN V�M OON OO VM �a � LANE CONFIG AM VOLUME PM VOLUME LANE CONFIG AM VOLUME PM VOLUME C8 B � NNM Oro N � N 00� c S C953 C6 C5 C4 C3 C 30 191 36 0 122 0 32 ~578 1025 0687 66 r279 280 75 A -x ►r O LANE CONFIG AM VOLUME PM VOLUME C4 LANE CONFIG AM VOLUME PM VOLUME LZ "T7 )�: II . C175 .C5-x 105 40� 46t `1t `St �tP E '}' n v © LANE CONFIG AM VOLUME PM VOLUME © LANE CONFIG AM VOLUME PM VOLUME © LANE CONFIG AM VOLUME PM VOLUME f a S V ),�r4 Ce-04 1O� �43 C630:-:-�*- s-16ttt `�t1' Ptw 000NE � r LZ C8 LANE CONFIG AM VOLUME PM VOLUME C1 LANE CONFIG AM VOLUME PM VOLUME C6 LANE CONFIG AM VOLUME PM VOLUME 0 6 C132:-:-�-P- �559 539� F944 28Ctm7 3 �14 �65 0� �17 -35 �9t1' t1w , Stl' 'St1 t!'twto � r Q _ -AL - STOP SIGN 2030 Total Traffic Volumes - Access Alternative 1 Figure Weekday AM and PM Peak Hours TRAFFIC SIGNAL 8 Meridian, Idaho IV/'1 KITTELSON X &ASSOCIATES Black Cat Industrial Development TIS March 2022 O LANE CONFIG AM VOLUME PM VOLUME C2 LANE CONFIG AM VOLUME PM VOLUME O •• � �22 0 6 C770::� 327 323� 8 6r22s C286:-:,��4 84 120� �188 457 757 r1042� rs-258 (172-1, zzs 8 CNN V�M OON ONOM VN �a� tt LANE CONFIG AM VOLUME PM VOLUME LANE CONFIG AM VOLUME PM VOLUME C8 g NNM Oro N � 00 00� C6 C5 C4 C3 C 51� 30 191 36 ,� C:� W-50 0- 13 914� r578 10208� �16687 r277 278� �73 A ►r ►r t 1 t tw O LANE CONFIG AM VOLUME PM VOLUME C4 LANE CONFIG AM VOLUME PM VOLUME an � �00l0L C:�- 10 446 0-s �21'N t 81 9 o 41� 177 4 5 002 � 0 8 0 �2� '%t r -1L Eoorn n © LANE CONFIG AM VOLUME PM VOLUME © LANE CONFIG AM VOLUME PM VOLUME C5 LANE CONFIG AM VOLUME PM VOLUME f v gr-3 4C ��l �149� 0� �72 0� �18 16 14� �62 63� �16 14 �I 0� �43 0� 'r11 tr , �t �tr V)trtw V M rnr ONE C8 LANE CONFIG AM VOLUME PM VOLUME C1 LANE CONFIG AM VOLUME PM VOLUME C6 LANE CONFIG AM VOLUME PM VOLUME ci � o0 00 � oo� ooa � om m T t 1 m V,04 C1O03::� �435 430--► F114 *-27 7 ,3 14 � R �65 0� R r17 -35 'r9 AL g- tW t/w *� 1t� lt� t1w t� tw l' � r r Q _ —AL - STOP SIGN 2030 Total Traffic Volumes - Access Alternative 2 Figure Weekday AM and PM Peak Hours TRAFFIC SIGNAL 9 Meridian, Idaho IV/'1 KITTELSON X &ASSOCIATES Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis Table 11.Year 2030 Total Intersection Operations-Access Alternative 1 PM No. Intersection L.0 Control V/c EBL 0.22 C 28.8 0.63 D 36.9 EBT 0.73 D 39.6 0.75 D 43.7 EBR 0.80 D 42.9 0.13 C 32.2 WBL 0.83 D 38.8 0.81 D 40.3 ;ZWC� WBT 0.44 C 27.9 0.99 E 66.1 Franklin Road/Black Cat 0.71/ D/ 35.4/ WBR 0.17 C 24.9 0.20 C 30.1 1 Road Traffic Signal 1.14 E 56.2 NBL 0.45 C 26.8 1.15 F 166.5 NBT 0.39 D 35.9 0.50 D 45.2 NBR 0.69 D 46.9 0.24 D 40.6 SBL 0.53 C 26.6 0.41 D 36.5 SBT 0.39 C 34.8 0.61 D 53.7 SBR 0.25 C 33.2 0.11 D 43.9 NBTLR 0.10 E 47.3 Not Reported 2 Franklin TWSC EBL 0.07 A 9.6 0.07 C 17.4 Road/McDermott Road WBL 0.01 A 10.6 0.01 B 10.9 SBLTR 1.02 F 217.8 5.56 F 2,417.7 NBTLR 0.17 B 11.0 0.04 A 9.7 Black Cat Road/Site EBL 1.69 F 414.2 5.08 F 1,895 A Access A TWSC WBL 0.00 B 11.8 0.00 B 11.4 SBLTR 0.00 A 8.5 0.00 A 8.4 NBTLR 0.02 A 9.2 0.15 B 13.7 EBL 0.00 A 0.0 0.00 A 0.0 WBL 0.05 A 7.8 0.02 A 8.9 East-West Collector/Site SBLTR 0.12 D 25.1 0.48 D 34.4 C1 Access C1 TWSC With Recommended TWLTL(See Segment Analysis) NBTLR 0.02 A 9.2 0.15 B 13.7 EBL 0.00 A 0.0 0.00 A 0.0 WBL 0.05 A 7.8 0.02 A �.9SBLTR 0.08 C 18.3 0.35 C NBTLR 0.02 A 8.9 0.15 B 11.9 C2 East-West Collector/Site TWSC EBL 0.00 A 0.0 0.00 A 0.0 Access C2 WBL 0.06 A 7.6 0.02 A 8.3 SBLTR 0.06 C 19.4 0.20 C 19.4 C3 East-West Collector/Site TWSC EBL 0.00 A 0.0 0.00 A 0.0 Access C3 SUR 0.06 B 12.0 0.23 B 13.1 NBTLR 0.02 A 8.7 0.10 B 9.9 East-West Collector/Site EBL 0.00 A 0.0 0.00 A 0.0 C4 Access C4 TWSC WBL 0.06 A 7.6 0.02 A 7.8 SBLTR 0.01 B 12.7 0.06 B 12.3 NBTLR 0.01 A 8.5 0.05 A 8.9 East-West Collector/Site EBL 0.00 A 0.0 0.00 A 0.0 CS Access C5 TWSC WBL 0.03 A 7.4 0.01 A 7.5 SBLTR 0.03 D 10.4 0.10 B 10.3 East-West NBTLR 0.01 A 6.7 0.04 A 6.7 C6 Collector/North-South AWSC WBLTR 0.08 A 7.3 0.02 A 7.2 Collector/Access C6 SBLTR 0.01 A 7.5 0.04 A 7.5 North-South WBLR 0.01 A 8.8 0.02 A 8.8 C7 Collector/Site Access C7 TWSC SBL 0.00 A 0.0 0.00 A 0.0 North-South WBLR 0.01 A 8.7 0.02 A 8.7 C8 Collector/Site Access C8 TWSC SBL 1 0.00 A 0.0 0.00 A 0.0 V/C ratio is defined as vehicle-to-capacity ratio,which calculates the number of vehicles divided by the capacity of the roadway/intersection during the peak 15 minutes of the peak hour.LOS stand for Level of Service.Delay is reported in seconds per vehicle.Cells in the table above that are bolded, italicized,and highlighted indicate an intersection and/or lane group operating below the jurisdictional standards. I� 58 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis Table 12.Year 2030 Total Intersection Operations-Access Alternative 2 ection Intersection Intersection A" gM Peak Hour eak Hour L r-tel -,I . Control V/c LOS Delay WMI LOS Delay. 1 Franklin Road/Black Cat See Table 11 Road 2 Franklin See Table 11 Road/McDermott Road 7 NBL 0.12 A 9.9 0.03 A 9.5 A Black Cat Road/Site TWSC EBL 1.02 F 145.0 3.79 F 1,312.2 Access A WBL 0.00 B 12.0 0.00 B 11.4 SBL 0.00 A 8.6 0.00 Black Cat Road/Site TWSC NBL 0.03 B 10.1 0.01 A 9.5 B Access B EBLR 0.35 E 47.4 1.93 F 529.0 NBTLR 0.02 A 9.0 0.12 B 12.2 East-West Collector/Site EBL 0.0 A 0.0 0.0 A 0.0 C1 Access C1 TWSC WBL 0.05 A 7.7 0.02 A 8.5 SBLTRJ 0.04 C 18.4 0.16 C 19.1 NBTLR 0.02 A 8.8 0.14 B 11.1 C2 East-West Collector/Site TWSC EBL 0.00 A 0.0 0.00 A 0.0 Access C2 WBL 0.06 A 7.5 0.02 A 8.1 SBLTR 0.02 C 15.7 0.07 C 15.3 C3 East-West Collector/Site TWSC EBL 0.00 A 0.0 0.00 A 0.0 Access C3 SBLR 1 0.02 B 11.3 0.09 B 11.7 NBTLR 0.02 A 8.7 0.10 A 9.9 EA est Collector/Site EBL 0.0 A 0.0 0.00 A 0.0 C4 TWSC WBL 0.06 A 7.5 0.02 A 7.8 SBLTR 0.01 B 12.7 0.06 B 12.2 NBTLR 0.01 A 8.5 0.05 A 8.9 CS East-West Collector/Site TWSC EBL 0.0 A 0.0 0.0 A 0.0 Access C5 WBL 0.03 A 7.4 0.01 A 7.5 SBLTR 0.03 B 10.4 0.10 B 10.3 East-West NBTLR 0.01 A 6.7 0.04 A 6.7 C6 Collector/North-South AWSC WBLTR 0.08 A 7.3 0.03 A 7.2 Collector/Access C6 SBLTR 0.01 A 7.5 0.04 A 7.5 North-South WBLR 0.00 A 8.7 0.02 A 8.8 F7 Collector/Site Access C7 TWSC SBL 0.00 A 0.0 0.00 A 0.0 North-South WBLR 0.01 A 8.7 0.02 A 8.7 C8 Collector/Site Access C8 TWSC SBL 0.00 A 0.0 0.00 A 0.0 V/C ratio is defined as vehicle-to-capacity ratio,which calculates the number of vehicles divided by the capacity of the roadway/intersection during the peak 15 minutes of the peak hour.LOS stand for Level of Service.Delay is reported in seconds per vehicle.Cells in the table above that are bolded, italicized,and highlighted indicate an intersection and/or lane group operating below the jurisdictional standards. Ten Mile Road/1-841nterchange ITD did not require analysis of the Ten Mile Road/1-84 Interchange but did request the number of trips projected to be added on the southbound left-turn movement. As shown in Figure 6, approximately 10 and 42 site generated trips are estimated to be added to the southbound left-turn movement at the interchange during the weekday AM and PM peak hours, respectively. I WA, 59 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis Year 2030 Total Traffic Intersection Mitigations This section highlights the mitigations needed to address each of the intersections exceeding the operational thresholds under year 2030 total traffic conditions. Appendix J contains the year 2030 mitigated background traffic operational worksheets including findings from the signal warrant analysis. Franklin Road/McDermott Road As shown in Table 11,the northbound and southbound approaches operate at LOS F during the weekday PM peak hour. Table 13 shows the operations during the shoulder peak hour. As shown in Table 13, during the shoulder peak hours the weekday AM operations are acceptable, but the weekday PM operations remain over capacity. As also shown in Table 13, are the following mitigation alternatives: Option 1 — TWLTL on Franklin: Installing a short section of TWLTL on Franklin Road at the intersection improves operations, but still results in the northbound and southbound movements exceeding capacity. Option 2 -Widening Franklin to Five Lanes: Widening to five lanes, the southbound movement is projected to still operate at LOS F, but all movements remain under capacity.The LOS F for the southbound movement is due to the high traffic volume on Franklin Road which limit the gaps in traffic for side street left-turning movements. Option 3 — Temporary 3X3 Signal: The intersection was found to operate over capacity with signalization and only the addition of left-turn lanes. This is due to the high westbound through traffic volume on Franklin Road that is projected to occur due to growth and the new SH-16 highway between 1-84 and US 20/26 (Chinden Boulevard) ACHD policy also requires signal warrants to be evaluated for any unsignalized intersection that operates a LOS D or worse. Because a signal is warranted under existing conditions and 2030 background conditions, signal warrants were not re-evaluated for the two-lane configuration of Franklin Road. Signal warrants were evaluated assuming Franklin Road is widened to five lanes and found to meet all three volume warrants.AppendixJ contains the year 2030 total traffic signal warrant worksheets. It should be noted that the ACHD Master Street map shows a future roundabout at this intersection.This option was not evaluated since a roundabout or traffic signal were not found to be required to mitigate the intersection if widening of Franklin Road occurs per the ACHD CIP. As presented in the Improvement Threshold Analysis section of this study, the mitigation timeframe for installing is approximately 2027 with approximately 46% (1,018,000 SF) of the site developed. 1 z 60 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis Table 13.Year 2030 Total Operations Mitigations-Franklin Road/McDermott Road No. Intersection Control WC LOS Delay � Group Wc LOS Delay WC LOS Intersection Intersection AM/PM Lane AM Peak Hour PM Peak Hour - Shoulder Peak Hour NBTLR 0.02 C 24.1 0.74 F 364.2 EBL 0.04 A 8.3 0.03 B 12.5 WBL 0.00 A 9.5 0.01 A 9.7 SBLTR 0.30 D 31.7 1.18 F 258 2 Franklin Rd TWSC Shoulder Peak Hour Factors by Approach / McDermott Rd Normal Peak Shoulder Peak Normal Peak Shoulder Peak 7-8 am 8-9 am Factor 5:15-6:15 4:15-5:15 Factor SB 70 57 0.81 SB 91 70 0.77 WB 393 214 0.54 WB 717 519 0.72 NB 7 2 0.29 NB 8 4 0.50 EB 379 293 0.77 EB 534 414 0.78 Mitigated Peak Hour Option 1-Install TWLTL for Two-Stage Left Turns N13TLR 0.10 E 43.6 Not Reported TWSC with EBL 0.07 A 9.6 0.07 C 17.4 TWLTL WBL 0.01 B 10.6 0.01 B 10.9 SBLTR 0.96 F 193.7 m6li6, F 371.3 Option 2-Widening Franklin Road to 5 Lanes TWSC NBTLR 0.26 E 45.6 Franklin Road EBL No Mitigation Required 0.07 C 17.5 Due to TWLTL Mitigation Widening 5 WBL g 0.01 B 10.9 Franklin Rd/ Lanes per Above 2 McDermott Rd CIP SBLTR Above F 100.1 Option 3-Signalization with Left-Turn Lanes(3X3 Intersection) EBL 0.42 E 77.2 EBTR 0.72 A 7.8 WBL 0.02 B 15.1 Signal with WBTR 1.29 F 145.7 Left-Turn 1.20 F 92.6 No Mitigation Required Lanes(3X3) NBL 0.23 E 69.9 NBTR 0.08 E 60.4 SBL 0.16 E 62.2 SBTR 0.68 E 69.5 V/C ratio is defined as vehicle-to-capacity ratio,which calculates the number of vehicles divided by the capacity of the roadway/intersection during the peak 15 minutes of the peak hour.LOS stand for Level of Service.Delay is reported in seconds per vehicle.Cells in the table above that are bolded, italicized,and highlighted indicate an intersection and/or lane group operating below the jurisdictional standards. Interim Two-Way-Left-Turn Lane Option As an interim measure, a short section of TWLTL could be constructed to extend the timeframe in which the intersection will operate acceptably such that the gap in time until the ACHD widening is minimized or eliminated. Additional information is included in the Improvement Threshold Analysis section of the report. As presented in the Improvement Threshold Analysis section of this study, if a TWLTL is installed on Franklin Road at the intersection, the mitigation timeframe for installing a traffic signal would be moved out to approximately 2028 with approximately 74% (1,636,000 SF) of the site developed. IV/1 61 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis Therefore, installation of a TWLTL provides flexibility to keep the intersection operating acceptably until ACHD widens Franklin Road in the 2026-2030 timeframe. Site traffic accounts for approximately 17.2% and 10.7% of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively. Franklin Road/Black Cat Road As shown in Table 11, the northbound left-turn movement exceeds capacity which results in the intersection also exceeding capacity, assuming the existing signal timings and lane configurations. Table 14 shows the mitigated operations as well as a shoulder peak hour analysis. As shown in Table 14, during the shoulder peak hour, all movements operate under capacity and within ACHD policy, but the overall intersection v/c ratio exceeds the ACHD policy of<_0.90. As also shown in Table 14, the intersection operates - : p Additional NB&WB Left-Turn Lane is acceptably with the addition of the following: ' Currently Striped Out but can be :•�. �'•I.:' Changed to Provide Dual NB Left-Turn Lanes ■ Dual northbound left-turn lanes. - _ ■ Dual westbound left-turn lanes. ■ Widening Franklin Road westbound to add the second lane (planned by ACHD in 2026-2030) toward McDermott Road to get full utilization of the westbound through lanes. The Franklin Road/Black Cat Road intersection has Exhibit 4. Franklin Road/Black Cat Road been designed to accommodate dual left-turn lane on Intersection - Future Dual NB Left- Turn Lanes these approaches as shown in Exhibit 4. I� 62 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis Table 14.Year 2030 Mitigated Total Operations- Franklin Road/Black Cat Road No. Intersection Mitigation V/c LOS Delay Group V/c LOS Delay wc LOS Intersection control- Intersection AM/PM Lane AM Peak Hour PM Peak Hour - Shoulder Peak Hour EBL 0.48 C 33.4 EBT 0.59 D 37.8 EBR 0.30 C 34.2 WBL 0.59 C 28.7 WBT 0.85 D 42.0 NA/ NA/ NA/ WBR No Shoulder Analysis 0.32 C 30.8 0.98 /C 40.5 NBL Necessary 0.96 E 62.4 Franklin NBT 0.40 C 30.4 1 Road/Black Cat Traffic Signal NBR 0.69 D 40.2 Road SBL 0.31 C 30.5 SBT 0.42 D 39.7 SBR 0.34 D 39.1 Normal Peak Shoulder Peak 4:45-5:45 3:45-4:45 Factor SB 470 304 0.02 VB 1020 793 0.78 NB 211 221 1.05 Note:NB Tube count showed 14Y.reduction on another day EB 485 328 0.68 Mitigated Peak Hour EBL 0.24 C 26.0 0.72 D 37.6 EBT 0.73 D 35.3 0.72 D 40.0 EBR 0.78 D 38.2 0.37 B 13.4 Traffic Signal- Add: WBL 0.55 C 26.1 0.81 E 63.8 -NB Dual Left-Turn WBT 0.48 C 28.9 0.93 D 51.3 Franklin Lanes WBR 0.20 C 26.1 0.37 C 31.2 1 Road/Black Cat -WB Dual Left-Turn 04 C/D 48.5 NBL 0.22 C 22.8 0.93 E 79.5 Road Lanes -Extend 2"d WB NBT 0.36 C 30.1 0.45 D 39.5 Through Lane West NBR 0.62 D 38.1 0.78 E 55.2 toward McDermott SBL 0.49 C 21.7 0.67 D 50.8 SBT 0.32 C 26.1 0.57 D 49.4 SBR 0.20 C 24.9 0.46 C 31.09 V/C ratio is defined as vehicle-to-capacity ratio,which calculates the number of vehicles divided by the capacity of the roadway/intersection during the peak 15 minutes of the peak hour.LOS stand for Level of Service.Delay is reported in seconds per vehicle.Cells in the table above that are bolded, italicized,and highlighted indicate an intersection and/or lane group operating below the jurisdictional standards. Mitigation is needed in approximately the 2028 timeframe, with added project traffic, at which time approximately 68% (1,502,000 SF) of the site is developed. Site traffic accounts for approximately 25.6% and 18.4% of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively. 1 z 63 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis Black Cat Road/Site Access A (East-West Collector) As shown in Table 11, the eastbound approach exceeds capacity during both peak hours for Access Alternative A and for the weekday PM peak hour for Access Alternative 2. Table 15 shows the mitigated operations with the addition of the following improvements at the intersection: ■ Traffic signal ■ Northbound and southbound left-turn lanes ■ Southbound right-turn lane ■ Eastbound left-turn lane The signal spacing meets the ACHD policy of half-mile signal spacing for collector roadways on minor arterials. Table 15.Year 2030 Mitigated Total Operations- Black Cat Road/Site Access A(E-W Collector) No. Intersection Mitigation WC LOS Delay Group WC LOS Delay WC LOS Intersection control- intersection AM/PM Lane AM Peak Hour PM Peak Hour - Access Alternative 1 EBL 0.74 C 25.2 0.93 D 37.1 EBTR 0.15 B 19.0 0.19 B 16.3 WBLTR 0.33 E 77.3 0.48 F 166.2 Black Cat Traffic Signal Road/Site 0.57/ 11.4/ L NBL 0.28 A 8.3 0.23 D 43.8 A Access A(EW NB,SB,& Lanes 086 B/C SB RT Lane . 31.3 e NBTR 0.56 A 7.6 0.72 C 27.6 Collector) SBL 0.00 B 10.3 0.00 D 35.9 SBT 0.21 A 5.7 0.84 C 32.9 SBR 0.88 B 13.1 0.33 C 21.4 Access Alternative 2 EBL 0.28 B 11.7 0.75 B 19.5 EBTR 0.14 B 10.9 0.19 B 12.0 WBLTR 0.01 B 10.3 0.00 B 10.9 Black Cat Traffic Signal Road/Site SB RT L 0.53/ 6.3/ NBL 0.18 A 5.2 0.14 C 27.3 A Access A(EW NB,SB,& Lane B LT Lanes 0.82 A/B 17.9 NBTR 0.64 A 5.6 0.68 B 16.9 Collector) SBL 0.00 A 7.2 0.00 C 22.1 SBT 0.24 A 3.9 0.81 B 19.2 SBR 1 0.73 A 6.7 0.23 B 12.7 V/C ratio is defined as vehicle-to-capacity ratio,which calculates the number of vehicles divided by the capacity of the roadway/intersection during the peak 15 minutes of the peak hour.LOS stand for Level of Service.Delay is reported in seconds per vehicle.Cells in the table above that are bolded, italicized,and highlighted indicate an intersection and/or lane group operating below the jurisdictional standards. Mitigation is estimated to be needed in approximately 2025 under Access Alternative 1 with approximately 33% (731,000 SF) of the site developed and 2025-2026 under Access Alternative 2 with approximately 42% (930,000 SF) of the site developed. 1 z 64 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis Site traffic is estimated to account for approximately 61.3% and 47.4% of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively for Access Alternative 1 and 50.1% and 41.4% of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively for Access Alternative 2. While signalization could wait until mitigation is needed, signalization could occur earlier and possibly at the initial phases of the project, since it is expected that a signal will be needed, and signal warrants will be met within the initial 3-5 years of the project assuming only access to Black Cat Road is provided. Interim Two-Way-Left-Turn Lane As an interim measure, the turn lanes could be installed and the left-turn lanes on Black Cat Road be striped as a TWLTL and the traffic signal not installed until needed. This option provides flexibility to buildout a portion of the development without signalization and then signalize the intersection when warranted. As presented in the Improvement Threshold Analysis section of this study, if a TWLTL is installed at the intersection,the mitigation timeframe for installing a traffic signal would be moved out to approximately 202-/2026 under Access Alternative 1 with approximately 44% (974,000 SF) of the site developed and 2026 under Access Alternative 2 with approximately 61% (1,351,000 SF) of the site developed Therefore, installation of a TWLTL provides flexibility for when a traffic signal should be installed, if desired. This may be useful in the project phasing if extension of the North-South Collector to Franklin Road were to occur as a later phase as described in the Franklin Road & Black Cat Road Access Mitigation section. Black Cat Road/Site Access B As shown in Table 12,the eastbound approach exceeds capacity.Table 16 shows the operations with the addition of a short section of TWLTL on Black Cat Road at the Site Access B intersection. Table 16.Year 2030 Mitigated Total Traffic Operations- Black Cat Road/Site Access B No. Intersection Mitigation WC LOS Delay Group WC LOS Delay V/C LOS Intersection Control- Intersection AM/PM Lane AM Peak Hour PM Peak Hour - Access Alternative 2 Black Cat Unsignalized with NBL 0.01 A 9.5 B Road/Site TWLT No Mitigation Necessary Access B EBLR 0.81 F 65.7 V/C ratio is defined as vehicle-to-capacity ratio,which calculates the number of vehicles divided by the capacity of the roadway/intersection during the peak 15 minutes of the peak hour.LOS stand for Level of Service.Delay is reported in seconds per vehicle.Cells in the table above that are bolded, italicized,and highlighted indicate an intersection and/or lane group operating below the jurisdictional standards. Mitigation is estimated to be needed in approximately 2026-2027 under Access Alternative 2 with approximately 65% (1,439,000 SF) of the site developed. Site traffic is estimated to account for approximately 52.8%and 44.4%of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively for Access Alternative 2. IV/1 65 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis Year 2030 Total Roadway Segment Analysis Peak hour roadway segment volumes were based on the peak hour turning movement estimates at the study intersections. Peak hour, peak direction roadway segment volumes, and resultant LOS per ACHD Policy Manual 7106.4.1 for ACHD roadway facilities are shown in Table 17. As shown in Table 17 the following segments do not meet ACHD segment LOS thresholds. Below is a discussion of each of these segments and possible mitigations: ■ Off-Site Roadways o Franklin Road (Black Cat Road to McDermott Road): Similar to existing and 2030 background conditions, this section of Franklin Road needs to be widened to five lanes based on ACHD segment LOS threshold volumes. This mitigation is included in the ACHD CIP for 2026-2030.Therefore, the widening may be in place by 2030. Potential Mitigation Options: Due to this segment not meeting ACHD thresholds under existing conditions and the widening not being designed until 2026 and likely not constructed until approximately 2028 after right-of-way acquisition there will be a gap of approximately 4-5 years between the initial development occupancy and Franklin Road being widened. This section also is not projected to meet ACHD policy in the shoulder peak hours.Three mitigation options were identified: ■ Mitigation Option 0 — Improve the McDermott Road and Black Cat Road Intersections: While the segment exceeds ACHD thresholds, mitigations are provided for maintaining acceptable operations at the intersections which are critical capacity constraints along this segment, and which are the basis for which the AHCD segment threshold volumes were developed. This would include: • Franklin Road/McDermott Road: Installation of a short section of TWLTL that allows for two-stage left-turn movements from McDermott Road. This provides capacity at the intersection up to approximately 2028 with 74% (1,636,000 SF) of the site development. • Franklin Road/Black Cat Road: Install dual northbound and westbound left-turn lanes needed in approximately 2028 with approximately 68% (1,502,000 SF) of the site development. I66 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis Table 17. 2030 Total Traffic Roadway Segment Operations Weekday AM Peak Hour Weekday PM Peak Hou ACHD Peak PK Daily Traffic HourStd. MTM-Wamym One-Way Classificatio Travel (Volume Volume Volume/ Volume/ Roadway Segment n' LaneS2 Weekday) I (One-Way) Direction Meets Std. Direction Meets Std. Off-Site Study Roadway Segments Principal 2/5 3 24,510 E/690 993/EB No 1 729/WB No Arterial E/1,780 (2 Lane Portion) (2 Lane Portion) Franklin Rd(Black Cat Rd Shoulder Peak Hour E/690 766/EB No MAE 1,369/WB No to McDermott Rd) E/1,780 (2 Lane Portion) (2 Lane Portion) Mitigation:Widened to 5 Lanes 1,780 993/EB Yes 1,729/WB Yes (In ACHD CIP for 2026-2030) (Mitigated) Minor 2/5 3 12,060 Est E/575(2L) 800/SB No(2-Lane 1,050/NB No(2-Lane Arterial E/1,540(5L) Portion) Portion) Black Cat Rd(Site Access A Shoulder Peak Hour E/575(2L) 766/SB No(2-Lane 1,050/NB° No(2-Lane to Franklin Rd) E/1,540(5L) Portion) Portion) Mitigation:Widened to 5 Lanes 1,540 800/SB Yes 1,050/NB Yes (In ACHD CIP for 2036-2040) (Mitigated) On-Site Roadway Segments—Access Alternative 1 3,620- D/425 No No Collector 2 4,700 3,000 Daily 5717 WB (No Daily Single 5700 EB (No Daily Single Single Access Access East-West Collector g ) Access) (Black Cat Rd to Access C2) D/1,080 Yes Yes Mitigation:Construct as 5 Lanes 3,000 Daily 5717 WB (No Daily Single 5700 EB (No Daily Single Single Access Access) Access) East-West Collector D/425 Yes Yes (Access C2 to Access C3) Collector 2 2,680 3,000 Daily 401 WB (Yes,Daily Single 399 EB (Yes Daily Single Single Access Access) Access) East-West Collector D/425 Yes Yes (Access C3 to Access C6) Collector 2 51,880 3,000 Daily 5279 WB (Yes,Daily Single :5280 EB (Yes,Daily Single Single Access Access) Access) D/425 Yes Yes North-South Collector Collector 2 15190 3,000 Daily 1528 NB (Yes,Daily Single 1528 SB (Yes,Daily Single Single Access Access) Access) On-Site Roadway Segments—Access Alternative 2(Single Access Daily Threshold Assumed to Not Apply) East-West Collector Collector 2 3,590 D/425 548 WB Yes 535 EB (Black Cat Rd to Access C1) Mitigation:Construct as 5 Lanes D/1,080 548 WB Yes 535 EB Yes East-West Collector Collector 2 2,880 D/425 435 WB Yes 430 EB (Access C1 to Access C2) Mitigation:Construct as 3 Lanes D/530 435 WB Yes 430 EB Yes East-West Collector Collector 2 152,170 D/425 <-327 WB Yes 15323 EB Yes (Access C2 to Access C6) North-South Collector Collector 2 15190 D/425 1527 NB Yes 1528 SB Yes 'Per COMPASS 2040 Functional Street Classification Map(Reference 8) 2Travel lanes include the total number of lanes across the roadway's respective cross section 3Roadway widens to five lanes at Franklin Road/Black Cat Road intersection 'No change was applied to NB Black Cat for Shoulder Peak Hour since 24hr tube count data from one day showed a 14%reduction and the turning movement counts from another day showed a 5%increase in the shoulder hour. With intersection improvements,the segment is still estimated to have a V/C ratio of 1.13 under 2030 Total Traffic conditions based on a two-lane highway capacity analysis. Capacity of the segment is estimated to be reached in approximately I� 67 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis 2028. Capacity of the segment as a two-lane highway is estimated to be reached in approximately 2028 with approximately 79%(1,760,000) of the site developed. ■ Mitigation Option 1 — Extend the North- to 5 Lanes Signal or South Collector to Roundabout Franklin Road: Extending the North- South Collector to Franklin Road would _ • r/3 reduce the site traffic a impact on the Franklin Road in the half-mile between the North- n W South Collector and Black Cat Road. This �,. concept is illustrated in Exhibit 5 and evaluated _. d •�. '". . in the Access Exhibit 5. Franklin Road Mitigation Option 1 Alternatives section of this report. ■ Mitigation Option 2 — Widen to 5 Lanes at r Extend the East-West McDermott Collector to Ae" fA McDermott Road: Extending the East- Signal or ° . U West Collector to Roundabou3* McDermott Road North-South Collector to Franklin Road would Widen� . ' rmott Collector eliminate most site to 3 Lanes traffic impact on the " Franklin Road between the McDermott Road and Black Cat Road. - This concept is illustrated in Exhibit 6. Exhibit 6. Franklin Road Mitigation Option 2 I� 68 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis Mitigation Option 2 was not evaluated due to the lack of ability to extend the east- west collector to McDermott Road until that neighboring property to the west develops. o Black Cat Road (Site Access A to Franklin Road):With the addition of the site traffic, Black Cat Road needs to be widened to five lanes based on ACHD segment volume thresholds. This mitigation is included in the ACHD CIP for 2036-2040. Potential Mitigation Options: Due to this segment not meeting ACHD thresholds under 2030 total traffic conditions and the widening not being designed until 2036-2040 there would be a gap of approximately 12-16 years between the initial development occupancy and Black Cat Road being widened. This section also is not projected to meet ACHD policy in the shoulder peak hours.Three mitigation options were identified: ■ Mitigation Option 0— Improve the Black Cat Road and Site Accesses: While the segment exceeds ACHD thresholds, mitigations are provided for maintaining acceptable operations at the intersections which are critical capacity constraints along this segment, and which are the basis on which the AHCD segment threshold volumes were developed. A two-lane highway capacity evaluation found that the segment would have V/C ration of approximately 0.69 indicating the segment is below capacity without intersections considered. Therefore, a single lane in each direction on Black Cat Road has the capacity to accommodate the projected traffic volumes and is not the constraint on traffic capacity if the intersections operate acceptably. This would include: • Franklin Road/Black Cat Road: Install dual northbound and westbound left-turn lanes needed in approximately 2028 with approximately 68% (1,502,000 SF) of the site development. • Black Cat Road/Site Access A: Installation of a TWLTL, southbound right- turn lane, eastbound right-turn lane. Signalization when determined necessary. • Black Cat Road/Site Access B: Installation of a TWLTL when needed. ■ Mitigation Option 1 — Extend the North-South Collector to Franklin Road: Extending the North-South Collector to Franklin Road would reduce the site traffic impact on the Franklin Road in the half-mile between the North-South Collector and Black Cat Road. This concept is illustrated in Exhibit 5 and evaluated in the Access Alternatives section of this report. ■ Mitigation Option 2 — Limit Development: As described later in this report, approximately 960,000 SF of the development is estimated to be possible prior to Black Cat Road reaching the ACHD segment threshold. I69 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis ■ On-Site Roadways—Alternative 1 (Only Access A/East-West Collector) o East-West Collector(Black Cat Road to Site Access C2): With only Access A requiring all traffic exiting the site to utilize the East-West Collector, the East-West Collector will require five lanes to meet ACHD policy between Black Cat Road and Site Access C2. Even with five lanes, the daily traffic will exceed the ACHD 3,000 daily trip threshold for a collector that provides single access to a development. ■ On-Site Roadways—Alternative 2 (With Site Access A and Site Access B) o East-West Collector (Black Cat Road to Site Access Cl): Even with Site Access B this section of the East-West Collector needs to be five lanes. It is anticipated that both collectors will be designed to accommodate a center turn lane. o East-West Collector(Site Access C1 to Site Access C2): With Site Access B this section of the East-West Collector needs to be three lanes. It is anticipated that both collectors will be designed to accommodate a center turn lane. Only a two-lanes are needed for the remaining sections of the East-West Collector and North-South Collector. But a three-lane collector should be considered given the long-term extension of both of these collectors. Year 2030 Total Traffic Queuing Kittelson performed an analysis of the 95t" percentile queuing at the study intersection and site accesses. Queue lengths shown in the table were determined by using the calculated queue lengths from the operations analysis and rounded up to the nearest 25-foot vehicle length.This is to acknowledge that the actual queue lengths will be in full vehicle increments and to ensure a conservative analysis. Table 18 shows the projected queue under 2030 total traffic conditions. Table 18.Year 2030 Total Traffic Conditions 95th Percentile Queuing Analysis Lane 951h Queue(ft)AM/PM Storage Available(ft) Fits within Storage No. Intersection Group EBL 75/150 325 Yes EBT 325/450 - Yes EBR 75/75 325 Yes WBL 125/175 350 Yes WBT 250/700 - Yes Franklin Road/Black Cat WBR <25/100 300 Yes 1 Road(with NB&WB Dual NBL 75/375 350 No(PM) Left-Turn) NBT 200/300 - Yes NBR 750/100 325 Yes SBL 200/150 200 Yes SBT 200/400 - Yes SBR 1 50/75 1325 1 No 2 WBL <25/25 Yes I70 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis QueueLane No. Intersection Group 95 th ' I Franklin Road/McDermott EBL <25/25 Yes Road NBLTR <25/25 Yes SBLTR 50/150 Yes NBL 50/50 100(proposed) Yes NBTR 125/400 Yes 100/575(Single LT Lane) 175(375 w/TWLTL to No(PM) EBL 50/175(Dual LT Lane) Site Access Cl) Yes(with Dual Black Cat Road/Site EBLT) Access A(Access Scenario ETR 25/25 - Yes 1)-Signal WBLTR <25/<25 50 Yes SBL <25/<25 100 Proposed Yes SBT 50/475 Yes A SBR 200/125 250(Prop for Trucks) Yes NBL 25/25 100(proposed) Yes NBTR 25/325 Yes EBL 25/350 175(375 w/TWLTL) Yes(W TWLTL) Black Cat Road/Site ETR 25/50 - Yes Access A(Access Scenario 2)-Signal WBLTR <25/<25 50 Yes SBL <25/<25 100 Proposed Yes SBT 25/400 Yes SBR 25/75 250(Prop for Trucks) Yes NBL 25/25 100(proposed) Yes Black Cat Road/Site NBT 50/275 Yes B Access B(Access Scenario EBLR 50/200 200(proposed) Yes 2)—W/SBR,EBL&TWLTL SBTL <25/,25 - Yes SBR 100/200 200 Yes C1 East-West Collector/Site NBLTR 25/25 75(proposed) Yes Access C1 SBLTR 25/50 75(proposed) Yes C2 East-West Collector/Site NBLTR 25/25 50(proposed) Yes Access C2 SBLTR 25/25 50(proposed) Yes C3 East-West Collector/Site NBLTR 25/25 50(proposed) Yes Access C3 SBLTR 25/25 50(proposed) Yes C4 East-West Collector/Site NBLTR 25/25 50(proposed) Yes Access C4 SBLTR 25/25 50(proposed) Yes C3 East-West Collector/Site NBLTR 25/25 50(proposed) Yes Access C3 SBLTR 25/25 50(proposed) Yes C4 East-West Collector/Site NBLTR 25/25 50(proposed) Yes Access C4 SBLTR 25/25 50(proposed) Yes C5 East-West Collector/Site NBLTR 25/25 50(proposed) Yes Access C5 SBLTR 25/25 50(proposed) Yes East-West NBLTR 25/25 Yes C6 Collector/North-South SBLTR 25/25 Yes Collector/Site Access C6 SBLTR 25/25 Yes C7 North-South WBLR 25/25 25(proposed) Yes Collector/Site Access C7 SBL 25/25 25(proposed) Yes C8 North-South WBLR 25/25 25(proposed) Yes Collector/Site Access C8 SBL 25/25 25(proposed) Yes Under 2030 total traffic conditions, all the turn lanes at the study intersections have adequate storage except for the following: ■ Franklin Road/Black Cat Road — Northbound Left-Turn: With northbound dual left-turns the estimated 95th percentile queue length is 375 feet but the current striped storage for dual left- turn lanes is 325 feet. While the estimated queue exceeds the storage, mitigation may not be necessary for the following reasons: jwr 71 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis o The 95" percentile queue for the left-turn movement will only occur during 5% of the signal cycles, and therefore it may only occur approximately once in the PM peak hour. o The 50t" percentile queue for the movement is approximately 225 feet which is the maximum queue expected during and typical average signal cycle in the PM peak hour. o The transition/gap length between the through lanes is approximately 250 feet in length and therefore,the spillover queuing will be accommodated in the transition area and not extend into the through travel lane. o With the future widening of Black Cat Road planned for 2036-2040 by ACHD, the northbound left-turn lanes could be lengthened. ■ Site Access A/Black Cat Road—Eastbound Left-Turn (Access Alternative 1 Only): The estimated 2030 eastbound left-turn queue of 575 feet will extend past Site Access C1 with the planned single eastbound left-turn lane. Approximately 375 feet of storage distance is estimated to be available between Site Access A and Site Access C1.Therefore,the 951" percentile queue for the eastbound left-turn movement would extend approximately 200 feet past Access C1 in the two-way-left- turn lane (TWLTL). With dual eastbound left-turn lanes, the 95t" percentile eastbound left-turn queue is estimated to be 175 feet, but construction of dual eastbound left-turn lanes is not possible until an additional northbound lane is added on Black Cat Road between Site Access A and the existing second northbound through lane south of Franklin Road. While the analysis shows the eastbound left-turn queue will extend through Site Access C1 under Access Alternative 1 at full buildout, additional mitigation, or relocation of Site Access C1, is not recommended for the following reasons: o The ultimate collector system will connect to Franklin Road to the north and McDermott Road to the west which will result in significantly lower eastbound left-turn volumes at Site Access A. o The queueing issue is only projected to occur under Access Alternative A and therefore with Site Access B, as a permanent or interim access, the eastbound left-turn queue can be accommodated, and 175 feet of storage is required. o Black Cat Road is shown as needing to be widened before the buildout of the site in 2030 and if it was widened, dual eastbound left-turn lanes could be installed, resulting in 175 feet of storage needed in each of the two lanes. Therefore, the following is approach is recommended: o Stripe a left-turn lane with approximately 175 feet of storage transitioning to a two-way left-turn lane that extends through Site Access C1. I72 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis o If Access Alternative 1 is required (no Site Access B), design the Site Access A/Black Cat Road intersection for future dual eastbound left-turn lanes that would be added once Black Cat Road is widened to five lanes (ACHD CIP 2036-2040). Site driveways with access to public streets should provide sufficient stacking distance for a minimum of two passenger vehicles or one truck (50 feet) to ensure acceptable operation and accommodate larger vehicles, including utility service and delivery vehicles. IMPROVEMENT THRESHOLD ANALYSIS In order to assess the approximate timing for future transportation improvements,an evaluation of when roadway and intersection improvements may be needed and the square footage that would be completed was conducted. Table 19 shows the roadway segments and intersections requiring improvements to accommodate 2030 background traffic conditions.Also shown in the table are the approximate timeframes and approximate number of additional trips that can be added to the intersection. Appendix K includes a summary of the improvement threshold calculations. 2030 Background Threshold Summary Table 19. 2030 Background Mitigation Threshold Evaluation - Roadways O . MI . Roadway Franklin Road:McDermott Rd to Black Yes 2026- Cat Rd 2030 5 Lanes Existing None 5 Lanes Intersection 2026- 5 Lanes on 2027 790TEV Franklin Rd/McDermott Rd No 2030 Franklin Threshold if Interim TWLTL Is Installed 5 Lanes Road 2029 1,090 TEV 2030 Total Threshold Summary Table 20 shows the off-site study intersections and segments requiring improvements to accommodate 2030 total traffic conditions for the off-site improvements. Also shown in the table are the approximate timeframe when improvement is needed, approximate amount of additional trips that can be added to the intersection, estimated percentage and square feet of development at the time the threshold is reached, and the approximate site trip generated at the operational threshold is reached. The shaded improvements indicate locations where improvements are only needed with the buildout of development and not needed for existing or background traffic. I WA, 73 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis Table 20. 2030 Total Traffic Mitigation Threshold Evaluation—Off Site 030 Total Traffic MitigAllr�Additional DevelopmentPeak Hour Trips over kl.ten ection or or Bkgrd Year or ITD (Peak Dir or Approx. Roadway Need? Const Year Mitigation TEV) (Crit Time) [AM/PM Site Trips] AM(PIM) Off-Site Roadways Yes(Existing) 2026-2030 5 Lanes Franklin Road (ACHD 5 Lanes (Same as None Existing None(Existing) (McDermott Rd to Threshold) 2025 BK) 25.3%(14.2%) No(Two-Lane Black Cat Rd) 202 ones 79% Hwy (Shod OK: 805 2028 (1,760,000) Threshold) S Lanes No) [704/7041 % Black Cat Rd(Access A 2036-2040 Lanes 216 AM 2025/2026 43 to Franklin Rd) No 5 Lanes (Shldr OK: 364 PM (PM) (960,000) 76.1%(56.7%) No) I 1 1 [385/3851 Off-Site Intersections 46% 5 Lanes on 2026(PM) (1,016,000) Franklin 790TEV [406/4061 Franklin Yes 2026-2030 Road Rd/McDermott Rd (Background) 5 Lanes (Shldr OK: (See Bkgrd) Threshold if Interim TWLTL Is Installed 17.2%(10.7%) No) 74% 2028(PM) (1,636,000) [655/6551 Already Dual NB LT 68% Franklin Rd/Black Cat No Designed Lanes 1,299 TEV 2028(PM) (1,502,000) 25.6%(18.4%) Road for (Shldr OK: [601/601] Mitigation I No) Table 21 shows the on-site study intersections and segments requiring improvements to accommodate 2030 total traffic conditions. Similar to Table 20, the shaded improvements indicate locations where improvements are only needed with the buildout of development and not needed for existing background traffic. I WA, 74 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis Table 21. 2030 Total Traffic Mitigation Threshold Evaluation—On-Site 030 Tota I Traffic MffidMor�Additional Approx.Peak Hour Trips over 2025 Existing ACHD CIP Existing Mitigati o pf Development Phase 1 kIntersection or or Bkgrd Year or lTD (Peak Dir or Roadway Need? Const Year Mitigation TEV) (Crit Time) [AM/PM Site Trips] AM(PIVI) Access Alternative 1 Secondary 64%(1,414,000) East-West Collector No No Access 3,000 Daily 2027 [565/5651 100% (Black Cat Road to (Daily) Site Access C2 Widen from 59%(1,312,000) No No 2 to 5 Lanes 425 2026/2027 [525/525] 100% (Peak) 33% Traffic Signal 290 Site 2025(PM) (731.000) Black Cat Road/Site W/NBL,SBR, Trips West [290/290] Access A(East-West No No SBL&EBL Leg Threshold if Interim TWLTL is Installed 61.3%(47.4%) Collector) Lanes in PM Peak 44% 2025/2026(PM) (974.000) [390/3901 Access Alternative 2 East-West Collector Widen from 78%(1,717,000) (Black Cat to Site No No 2 to 5 Lanes 425 2029 [485/4851 100% Access C1 East-West Collector No No Widen from 425 2030 98%(2.163.000) 100% (Site Access C2-C3) 2 to 3 Lanes {865/865} 42% 2025/2026(PM) (930,000) Black Cat Road/Site W/NTraffic Signal 285 Site [372/372] SBL& Access A(East-West No No SBR, Trips West Threshold if Interim TWLTL is Installed 50.1(41.4%) Collector) BL&EBL Leg in PM 61% Lanes Peak 2026/2027(PM) (1,351,000) [540/540] Black Cat Road/Site 135 Site 65% Access B(East-West No No TWLTL Trips West 2026/2027 (1,439,000) 52.8%(44.4%) Leg in PM (PM) Collector) Peak [575/575} POTENTIAL IMPROVEMENT PHASING (BLACK CAT ROAD ACCESS ONLY) Based on the traffic analysis results and the mitigation threshold analysis, the following phasing of the major on-site and off-site improvements might be considered for development assuming only access via Black Cat Road is utilized through buildout: ■ Phase 1- Initial Site Buildout: o Black Cat Road/Site Access A: Install as an unsignalized intersection with the following turn lanes: ■ Two-way-left-turn lane on Black Cat Road that could be converted to northbound and southbound left-turn lanes when needed for signalization. ■ Southbound right-turn lane (see turn lane warrants analysis) ■ Eastbound left-turn lane Iyr75 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis o Black Cat Road/Site Access B: Construct the site with Site Access B (Alternative 2) ■ Install a short section of two-way-left-turn lane on Black Cat Road ■ Install a southbound right-turn lane (see turn lane evaluation section) o East-West Collector: Construct the East-West Collector with five lanes between Black Cat Road and Site Access C1 and three lanes between C1 and C2. ■ Phase 2—Approximately 960,000 to 1.0 Million SF of Development: o Black Cat Road (Site Access A to Franklin Road): Do one of the following options: ■ Option 1—Allow the Black Cat Road Segment Volume Threshold to be Exceeded: Allow the segment to exceed the ACHD threshold volumes due to the intersections operating acceptably and having turn lanes installed. ■ Option 2 — Install a Second Access Route: Extend the north-south collector to Franklin Road. See the following section of this report for the analysis of that alternative and necessary mitigations. ■ Option 3 -Widen Black Cat Road: Widen to five lanes between Site Access A and the existing five lanes at Franklin Road. Based on discussion with ACHD, widening Black Cat Road in the short section between the development frontage and Franklin Road is not possible due to lack of right-of-way. o Black Cat Road /Sit Access A: Install a traffic signal o Franklin Road/McDermott Road TWLTL: Install a TWLTL section on Franklin Road at McDermott Road intersection. ■ Phase 3 -Approximately 1.3 to 1.6 Million SF of Development: o Franklin Road/Black Cat Road: Modify the pavement striping and signal to accommodate dual northbound and westbound left-turn lanes. This approach to phasing improvements provides intersection improvements that allow Franklin Road to accommodate traffic demand through approximately 2028 (approximately 74%of the site developed and occupied) and allows Black Cat Road to accommodate the entire development. Even though both roadways will have volumes that exceed ACHD policy, traffic flow will still occur due to the intersections operating acceptably. Given the ACHD CIP has Franklin Road widening in the 2026-2030 timeframe, this phasing could result in Franklin Road being widened at about the time it is estimated to reach capacity in approximately 2028, therefore accommodating full site development. IV76 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis This potential phasing approach is illustrated in Exhibit 7 assuming Black Cat Road is not widened until after the buildout of the development. Install TWLTL and SiteI NB and WB LT Lanes Access Legend Phase 1 1 A .r Phase 2 Phase 3 ACHD Widening i-! Exhibit 7. Franklin Road Potential Improvement Phasing(Black Cat Only Access) SITE ACCESS EVALUATION This section evaluates the need for turn lanes, intersection sight distance, and access location with respect to the ACHD Policy Manual requirements. All analyses and evaluation in this section is based on full build-out of the site in year 2030. Appendix L contains the worksheets for the turn lane warrants. Queuing results are shown on the operation worksheets in Appendix 1 and AppendixJ. Turn Lane Warrant Analysis Kittelson performed an analysis of the need for left-turn and right-turn lanes at the site accesses along Black Cat Road and along the new East-West Collector.The warrant analysis used the ACHD guidelines as presented in Section 7106.4.4 of the ACHD Policy Manual. Appendix O includes a summary of the turn lane warrant calculations. Table 22 shows the results of the turn lane analysis at the site access locations. IZ 77 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis Table 22.Turn Lane Analysis Results Site Access Proposed Access Type Turn Lane Warranted Site Access A/Black Cat Road — SB Right-Turn Lane Yes Access Scenarios 1&2 Signal NB Left-Turn Lane Yes EB Left-Turn Lane Yes-see Operations Mitigation Site Access B/Black Cat Road Full Movement,Side Street Stop SB Right-Turn Yes Access Scenario 2 Controlled NB Left-Turn Yes Access Alt 1 WB Right-Turn Lane Yes 2-Lane/No 5-Lane Collector) WB Left-Turn Lane Yes 1-Lane/No 5-Lane Collector EB Left-Turn Lane No East-West Collector/Site Access Full Movement,Side Street Stop EB Right-Turn Lane No C1 Controlled Access Alt 2 No WB Right-Turn Lane No WB Left-Turn Lane No EB Left-Turn Lane No EB Right-Turn Lane Access Alt 1 WB Right-Turn Lane No WB Left-Turn Lane Yes 1-Lane/No 5-Lane Collector EB Left-Turn Lane No East-West Collector/Site Access Full Movement,Side Street Stop EB Right-Turn Lane No C2 Controlled Access Alt 2 No WB Right-Turn Lane No WB Left-Turn Lane No EB Left-Turn Lane No EB Right-Turn Lane WB Right-Turn Lane No East-West Collector/Site Access Full Movement,Side Street Stop WB Left-Turn Lane No C3 Controlled EB Left-Turn Lane No EB Right-Turn Lane No WB Right-Turn Lane No East-West Collector/Site Access Full Movement,Side Street Stop WB Left-Turn Lane No C4 Controlled EB Left-Turn Lane No EB Right-Turn Lane No WB Right-Turn Lane No East-West Collector/Site Access Full Movement,Side Street Stop WB Left-Turn Lane No C5 Controlled EB Left-Turn Lane No EB Right-Turn Lane No East-West Collector/North- All Way Stop Controlled No Turn Lanes No Turn Lane Required South Collector/Site Access C6 Required North-South Collector/Site Full Movement,Side Street Stop NB Right Turn Lane No Access C7 Controlled SB Left-Turn Lane No North-South Collector/Site Full Movement,Side Street Stop NB Right Turn Lane No Access C8 IControlled SB Left-Turn Lane No Based on the turn lane analysis in Table 22 and the queuing analysis in Table 18,the following turn lanes are warranted at the site accesses based on ACHD's Policy Manual: ■ Access Alternative 1 o Site Access A/Black Cat Road ■ Southbound right-turn lane (unsignalized and signalized) 0 Storage of 250 feet is recommended which provides extra length to accommodate trucks and a traffic signal. I� 78 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis ■ Northbound left-turn lane (unsignalized and signalized) • Storage of 100 feet is recommended ■ Eastbound left-turn lane (unsignalized and signalized) • Storage of 175 feet is recommended with a two-way-left-turn-lane (TWLTL) extending at least 200 feet past Site Access C1. Under Access Alternative 1, the end of queue is projected to extend past Site Access C1 for brief periods in the weekday PM peak hour. • Design for dual eastbound left-turn lanes with 175' of storage to be installed once Black Cat Road is widened to five lanes. This may not be needed if future extensions of the collector system provide access to Franklin Road (see Franklin Road & Black Cat Road Access Mitigation Evaluation Section) or McDermott Road. The East-West Collector intersection approach should be configured as follows (north to south): o Westbound through lane (two lanes if a five-lane section as recommended). o Eastbound left-turn lane. o Eastbound 2nd left-turn lane (striped out until Black Cat Road is widened). o Eastbound through-right lane. • If five lanes are provided on the East-West Collector between Site Access A and Site Access C2 (see segment recommendations), an optional lane configuration to the one above could include an eastbound right-turn lane and a single westbound through lane. ■ Southbound left-turn lane (only required when signalized) • Storage of 100 feet (only needed when signalized) o East-West Collector/Site Access C1 ■ Westbound left-turn lane (two lane collector & Access Alternative 1 only — not required if five lanes) • TWLTL recommended ■ Westbound right-turn lane (two lane collector & Access Alternative 1 only- not required if five lanes) I� 79 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis • Storage of 100 feet is recommended o East-West Collector/Site Access C2 ■ Westbound left-turn lane (two lane collector & Access Alternative 1 only — not required if five lanes) • TWLTL recommended ■ Access Alternative 2 o Site Access A/Black Cat Road ■ Southbound right-turn lane (unsignalized or signalized) • Storage of 250 feet is recommended even though the minimum 100 feet is sufficient with Site Access B. This is in order to accommodate future right-turns that may occur once the East-West collector is extended and to provide flexibility if Site Access B is closed in the future. ■ Northbound left-turn lane (unsignalized or signalized) • Storage of 100 feet is recommended. ■ Eastbound left-turn lane (unsignalized or signalized) • Storage of 175 feet is recommended. • The East-West Collector intersection approach should be configured as follows (north to south): o Westbound through lane. o Eastbound left-turn lane. o Eastbound through-right lane. ■ Southbound left-turn lane (only required when signalized) o Storage of 100 feet (only if signalized). o Site Access B/Black Cat Road ■ Southbound right-turn lane (unsignalized) o Storage of 100 feet is recommended. ■ Northbound left-turn lane Iwr 80 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis o Storage of 100 feet is recommended in a TWLTL. See the queuing analysis results for additional information on storage length for turn lanes. A minimum turn lane storage length of 100 feet should be used per ACHD policy. Based on the travel speeds an 8:1, or flatter, right-turn widening/gap taper should be used. All access driveways within the development should be constructed with one travel lane in each direction. Intersection Sight Distance Intersection sight distance was reviewed at the proposed access locations on Franklin Road. Sight distance was not evaluated for the planned internal roadways since these have yet to be designed or constructed. Site Access A/Black Cat Road Looking to the north and south, there is over 1,000 feet of intersection sight distance to the north and south. The location of the site access provides adequate sight distance to the north and south that are both above the 445 feet required by AASHTO (Reference 16) for the posted speed of 40 mph along Franklin Road. Exhibit 8 shows pictures from the approximate location of Site Access A. E y ,5 Exhibit 8. Looking North on Black Cat Road from Looking South on Black Cat Road from Approximately Location for Access A Approximately Location for Access A To ensure sight distance it is recommended that roadside landscaping and shrubbery be maintained. Additionally, the new approach should be at the same elevation or higher than edge of pavement for at least one car length. Site Access B/Black Cat Road At approximately the location of Site Access B there is over 1,000 feet of intersection sight distance to the south and approximately 700 feet of intersection sight distance to the north. Exhibit 6 shows pictures Iz/1 81 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis from the approximate location of Site Access B.The sight distance to the north is impacted by vegetation, some trees,and a small vertical change in the roadway over an irrigation crossing.Therefore,the location of the site access provides adequate sight distance to the north and south above the 44S feet required by AASHTO for the posted speed of 40 mph along Franklin Road. To ensure sight distance it is recommended that roadside vegetation to the north be removed, and the trees trimmed. Additionally, the new approach should be at the same elevation or higher than the existing edge of pavement for at least one car length and be evaluated during design of the access and roadway improvements to ensure sight distance it maintained. Exhibit 9 shows photos from the approximate location of Site Access B. General +ter, � ..yam.;.. Exhibit 9. Looking North on Black Cat Road from Looking South on Black Cat Road from Approximately Location for Access B Approximately Location for Access B Recommendations for All Site Accesses In addition to the above sight distance evaluation, the following recommendations have been identified to ensure adequate safety and operations at the site access points, internal intersections, and roadways: ■ Remove miscellaneous vegetation and shrubbery, and potential obstructions along Black Cat Road as necessary to obtain and maintain adequate intersection sight distance. ■ Site accesses are assumed to match the existing grade of the connected roadway at the intersection and back at least one car length. Significant changes to the approach grade could impact the sight distances. ■ For new internal intersections ensure monument signs and trees along the roadway do not interfere with sight triangles.This is especially important in the sections with reverse "S" curves. ■ Shrubbery, weeds, and landscaping near the internal intersections and site access points should be maintained to ensure adequate sight distance. ■ If widening occurs along any of the site access road, care should be taken to ensure adequate grades and intersection sight distance is maintained. I� 82 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis ■ Intersection sight distance should be analyzed as part of the final access design and roadway widening. Site Roadway Daily Traffic Volume Threshold Evaluation Table 23 shows the estimated average daily traffic (ADT) on the site access roadways as compared with the ACHD Policy Manual for maximum traffic on a local or collector street. One issue that comes up when a development provides stub street connections to future development is the unknown amount of traffic than might come from the future development and therefore increase volumes on the local streets within the development. Therefore, ACHD has a general threshold of 2,000 ADT for local streets and a lower threshold of 1,000 ADT for local streets that connect to stub streets. As shown in Table 23, no accesses are projected to exceed the ACHD maximum criteria. But per Table 17, the following roadway segments exceed ACHD policy for daily traffic: ■ Access Alternative 1 o East West Collector (Black Cat Road to Site Access C2): The daily trips exceed the ACHD policy threshold of 3,000 daily trips on the collector road that provides single access to a development. Mitigation requires one of the following: ■ Option 1 — Collector Extension: Connection of the East-West Collector to the public street system at McDermott Road or connection of the North-South Collector to Franklin Road. This would require extension of the East-West Collector or North-South Collector across properties not owned by the development. ■ Option 2—Allow the Threshold to be Exceeded: ACHD allowing the threshold to be exceeded by approximately 1,700 daily trips in the interim before a secondary connection to the public street system can be made. ■ Option 3 — Access Alternative 2: Provide a second access to Black Cat Road at Access B (See Access Alternative 2). This may be a temporary access. I� 83 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis Table 23. 2030 Daily Traffic Estimates on Internal Roadways Estimated 2030 7ACHD ADT Classification Meets ACHD TotalStreet •DThreshold Access Alternative 1 East-West Collector- Black Cat to Access C3 See Table 17 to East-West Collector- Access C3 to North-South See Table 17 Collector North-South Collector See Table 17 Site Access C1 660(North Leg) Driveway/5,000 Yes 420(South Leg) Site Access C2 380(North Leg) Driveway/5,000 Yes 560(South Leg) Site Access C3 800(North Leg) Driveway/5,000 Yes Site Access C4 190(North Leg) Driveway/5,000 Yes 520(South Leg) Site Access C5 480(North Leg) Driveway/5,000 Yes 280(South Leg) Site Access C6 230 Driveway/5,000 Yes Site Access C7 100 Driveway/5,000 Yes Site Access C8 90 Driveway/5,000 Yes Access Alternative 2 East-West Collector- Black Cat to Access C1 See Table 16 to East-West Collector- Access C2 to North-South See Table 16 Collector North-South Collector See Table 16 Site Access B Driveway/5',000 Yes 320(North Leg) Site Access C1 420(South Leg) Driveway/5',000 Yes Site Access C2 200(North Leg) Driveway/5,000 Yes 560(South Leg) Site Access C3 400(North Leg) Driveway/5,000 Yes Site Access C4 190(North Leg) Driveway/5,000 Yes 520(South Leg) Site Access C5 315(North Leg) Driveway/5,000 Yes 280(South Leg) Site Access C6 240 Driveway/5,000 Yes Site Access C7 90 Driveway/5,000 Yes Site Access C8 60 Driveway/5,000 Yes I� 84 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis Access Evaluation The proposed access locations on Black Cat Road were reviewed related to ACHD access justification and spacing requirements. Under ACHD policy direct parcel access to a principal arterial is typically prohibited. The district has criteria for approving a driveway on an arterial when one or more of the following criteria are met: ■ The daily volume using one driveway exceeds 5,000 vehicles(total volume for entering and exiting traffic). ■ Traffic using one driveway exceeds the volume to capacity ratio (v/c) equal to or greater than 1 at a STOP controlled intersection during either the peak hour of the street or the peak hour of the site traffic generation. ■ A District approved traffic impact study and analysis determines that conditions warrant additional driveways. Under a separate policy, a collector roadway is only allowed under ACHD policy to have a maximum ADT of 3,000 if it serves as the single access to a property.This is applicable to the East-West Collector under Access Alternative 1. Additionally, the following access spacing guidelines apply to Black Cat Road as a 40 mph minor arterial: ■ A minimum of 330 feet from a signalized intersection with dual left-turn lanes for a right-in, right- out driveway. ■ A minimum of 710 feet from a signalized intersection with dual left-turn lanes for a full access driveway. ■ Minimum separation of unsignalized collector streets of 1,320 feet. ■ Minimum separation of driveways of 330' for 40 mph. Site Access A (East-West Collector/Black Cat Road) This proposed collector is approximately % mile from Franklin Road and will be the last major access before the grade to the south that crosses over 1-84. This access meets the ACHD justification for access for the following reasons: ■ Primary/Only Access: This is the only access being proposed under Access Alternative 1 ■ ACHD Master Street Map: The roadway will be an ACHD collector roadway that is on the ACHD Master Street Map and the Ten Mile Interchange Specific Area Plan. ■ City&ACHD Requirements:This roadway is being required by ACHD and the City Meridian. I� 85 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Transportation Impact Analysis The location also meets ACHD spacing criteria. Site Access B/Black Cat Road(Access Alternative 2) This proposed secondary access is located approximately 1,290 feet north of Site Access A and 1,355 feet south of Franklin Road. This access meets the ACHD justification for access for the following reasons: ■ Maximum traffic on a single access: Without this access, the daily trips on the proposed East- West Collector will be approximately 4,700 daily trips, which is greater than the 3,000 daily trip threshold for a single-access collector. Once the collector system is extended to provide alternative connections to the public street system, this requirement would not apply. ■ Volume-to-capacity ratio: The v/c ratio at Site Access A will be over 1.0 and is significantly reduced with Site Access B. Eastbound left-turn queues at the Site Access A/Black Cat Road intersection also extend over 500 feet without Site Access B or future dual eastbound left-turn lanes. An issue with Site Access B is that it will require signalization at buildout if it remains as a full access. As a signalized intersection the spacing would be of 1,290 feet and would not meet ACHD policy.Therefore, a right-in, right-out driveway should be considered. This may be impacted by whether a future City of Meridian Fire Station is located adjacent to Site Access B. Site Accesses C1 -C6 ACHD Policy only provides access spacing criteria for access driveways on collector roadways. Assuming a future posted speed of 35 mph on the East-West Collector and North-South Collector, the minimum separation for high-volume driveways is 245 feet. Exhibit 7 shows the spacing for Site Accesses C1-C8. As shown in Exhibit 10, all the driveways meet the minimum 245 feet spacing required by ACHD policy. Iz86 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Transportation Impact Analysis . — �— ; ...—.._..a� _..... _. 9 B o _k C6 C� C4fl: C3 -G2 I !`1 T m w I a --- ----- D-----: ._© HLACI(CAT BUSINESS CENTER -- - --C!_' MERIDIAN I IDAFfD q industrial vVLMK Exhibit 10. On-Site Access Driveway Spacing I� 87 Kittelson&Associates,Inc. Section 5 Franklin Road & Black Cat Road Access Mitigation Alternatives Evaluation Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis FRANKLIN ROAD & BLACK CAT ROAD ACCESS MITIGATION ALTERNATIVES ANALYSIS As described in the Section 4 of this report,the Widen to 5 Lanes Signal or 2030 total traffic conditions identified a new mitigation option for reducing the traffic Roundabout impact on Franklin Road and Black Cat Road due to both roadways not meeting ACHD , segment volume thresholds and not being 0 proposed for widening until 2026-2030 for --- a Franklin Road and 2036-2040 for Black Cat Road. Mitigation Option 1, shown in Exhibit 11, "- extends the North-South Collector to Franklin Road which reduces the site traffic impact on s the Franklin Road in the half-mile between the North-South Collector and Black Cat Road. Exhibit 11. Franklin Road Mitigation Option 1 (North- South Collector Extension to Franklin Road YEAR 2030 ACCESS MITIGATION OPTION 1 EVALUATION The site-generated traffic volumes are shown in Figure 10 and Figure 11 and the 2030 total traffic volumes that are shown in Figure 12 and Figure 13 for Access Scenarios 1 and 2, respectively. Year 2030 Total Traffic Conditions Intersection Operations Tables 24 and 25 present the traffic operations results for each study intersection and its corresponding lane groups under 2030 total traffic conditions during the weekday AM and PM peak hours.Appendix L contains the year 2030 total traffic LOS worksheets for the weekday AM and PM peak hours. I� 89 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 N O LANE CONFIG AM VOLUME PM VOLUME C2 LANE CONFIG AM VOLUME PM VOLUME M • 15— r65 63� �16 4 C25 �241 235� r64 p I _� • � 0-x "-150 0� �39 �48 7� s,12 tt1MM R� 00� YSOI CB B O LANE CONFIG AM VOLUME PM VOLUME C3 LANE CONFIG AM VOLUME PM VOLUME i c7 ` �Cly1► C6 C5 C4 C3 C �I C229 5 0 21 45-1$ 56 1115 r54 600 224 68 r 188� �74 0 0 a O LANE CONFIG AM VOLUME PM VOLUME C4 LANE CONFIG AM VOLUME PM VOLUME LANE CONFIG AM VOLUME PM VOLUME y � m C287-0 70� ► 97� �133 132� r98�j 25� 51� �44 13� �120� x_0 0� q R0� 0 t �t/ 1t/wo. 251� r65 66� 16 *' boo rnoM V)t t T N ry © LANE CONFIG AM VOLUME PM VOLUME C5 LANE CONFIG AM VOLUME PM VOLUME © LANE CONFIG AM VOLUME PM VOLUME a C + £ � � C125 F 92 94� �148 s-24 7� s-6 W-2W-9 q,r5 r24 tt t tI '�t� LL tr tr tw OON O N LANE CONFIG AM VOLUME PM VOLUME LANE CONFIG AM VOLUME PM VOLUME C1 C6 CS LANE CONFIG AM VOLUME PM VOLUME o OOV � N 00) ! 1 01 )44C140 )8141 76 85 195 ♦ *-22 )92 0� '�t �t �20 �5 �3 oo- o t ttwtP t ry- N U _ - STOP SIGN Site Generated Traffic Volumes Mitigation Option 1 (N-S Collector to Franklin)-Access Alternative 1 Figure Weekday AM and PM Peak Hours - TRAFFIC SIGNAL 10 Meridian, Idaho IV/'1 KITTELSON X &ASSOCIATES Black Cat Industrial Development TIS March 2022 N O LANE CONFIG AM VOLUME PM VOLUME C2 LANE CONFIG AM VOLUME PM VOLUME M • 1ovc 'oor' 00� r17 D 1 — 4 � p • 1(, O-x "-150 0� or39 � 7.44 t t t tt 4' CB B O LANE CONFIG AM VOLUME PM VOLUME C3 LANE CONFIG AM VOLUME PM VOLUME i C7 ` ZC 6 C5 C4 C3 CI(4 �5 0� �21 451 �3811�r504 66� �2024 58� r150 147� �63 o00 000 a O LANE CONFIG AM VOLUME PM VOLUME C4 LANE CONFIG AM VOLUME PM VOLUME LANE CONFIG AM VOLUME PM VOLUME o D _ ` I 53-$ 215-$ 161_ �6 4�_ _�2 T C501 0 0 0 21� 89� 51 Ir44.0-110 1113�11�12�o o--► �o `5t 'St '1t/w ' t1'E r65 66� �16 boo rnoM 6> N V V t t T N ry © LANE CONFIG AM VOLUME PM VOLUME C5 LANE CONFIG AM VOLUME PM VOLUME C LANE CONFIG AM VOLUME PM VOLUME 17-$ 72� 251 �19 7� �4 1 l y 4� 16� 128� �24 87� r646 19 -N NON t t tw LANE CONFIG AM VOLUME PM VOLUME LANE CONFIG AM VOLUME PM VOLUME C1 C6 CS LANE CONFIG AM VOLUME PM VOLUME OON N� O Nrn N �I 01 �26 01 )j�'6 �j 59 250 244 C 76 193 22 )92 0� '�t� �36 0� '�t � �20 �5 �2 oo- o t/w t tF 1 P 11 �� OM ry- tw N U _ - STOP SIGN Site Generated Traffic Volumes Mitigation Option 1 (N-S Collector to Franklin)-Access Alternative 2 Figure Weekday AM and PM Peak Hours - TRAFFIC SIGNAL 11 Meridian, Idaho IV/'1 KITTELSON X &ASSOCIATES Black Cat Industrial Development TIS March 2022 N O LANE CONFIG AM VOLUME PM VOLUME C2 LANE CONFIG AM VOLUME PM VOLUME MOW O>N 0 WOE 2 � 37 4058 7 09'67-� D*k-�84 120 32 609 � p 1 , � 2 VN _ da C8 s O LANE CONFIG AM VOLUME PM VOLUME C3 LANE CONFIG AM VOLUME PM VOLUME i�c7 ` C6 C5 C4 C3 C 01� 441687 � C45:� .511 �30 �56 11 15 9 4 ~578 r 191 188 �74 . I a o - O LANE CONFIG AM VOLUME PM VOLUME C4 LANE CONFIG AM VOLUME PM VOLUME O LANE CONFIG AM VOLUME PM VOLUME 9 D u N .�1�. C742'::'� }+25� 0 105� 0 51� ~44 113� ~12x-1 p� �174 r654 986--► 1484 t 1 \t 1� t/ 1 tE �65 66� 16 14s *tr '�t1' V n N "- LANE CONFIG AM VOLUME PM VOLUME LANE CONFIG AM VOLUME PM VOLUME f © C5 Q LANE CONFIG AM VOLUME PM VOLUME I o a C + V NO f•M 1�► 1 �j C125 F 92 94� �1848 �24 7� s-6 a W-2 W-9 q r 5 r 24 t t Ct t I '�t 1w LL t1r tr tw WON 0 N LANE CONFIG AM VOLUME PM VOLUME LANE CONFIG AM VOLUME PM VOLUME C1 C6 CS LANE CONFIG AM VOLUME PM VOLUME o W! 1 01 �44C3140:� )8141 76 321 85 195 ♦ �22 )92 0� '�t JW �36 �t �20 �5 a �3 oo- o t 1' ttwt 1' t 1 �tr WV ry- N U _ - STOP SIGN 2030 Total Traffic Volumes Mitigation Option 1 (N-S Collector to Franklin)-Access Alternative 1-AL Figure Weekday AM and PM Peak Hours - TRAFFIC SIGNAL 12 Meridian, Idaho IV/'1 KITTELSON X &ASSOCIATES Black Cat Industrial Development TIS March 2022 N O LANE CONFIG AM VOLUME PM VOLUME C2 LANE CONFIG AM VOLUME PM VOLUME fb. 67- �8a (3106-.4 188 0� k-20 0� �s609 r522 1058 43 182 176 r 49035� �203 �20925� �48 7� �12 CNNN WOE NOV _ da C8 s O LANE CONFIG AM VOLUME PM VOLUME C3 LANE CONFIG AM VOLUME PM VOLUME i�c7 C5 C5 C4 C3 C ml�.` -• NNM G, : 51 1l�►' �30 19 AlNy► �36 1 �38 11 Mti 58 �11 6871 ~578 1028 150 63 � 6 t t1' a � Y- f o - O LANE CONFIG AM VOLUME PM VOLUME C4 LANE CONFIG AM VOLUME PM VOLUME LANE CONFIG AM VOLUME PM VOLUME u I 53-s �1 215-4 W,1 161_ �6 4�_ _�2 T C742'::� 21� �0 89� ""0 51� r44.0-110 1113-1 ,r-12 r654 986--► F 1484 t \t 1wt/w 1 tE 65 66� 16 MOV t t T N ry © LANE CONFIG AM VOLUME PM VOLUME C5 LANE CONFIG AM VOLUME PM VOLUME C LANE CONFIG AM VOLUME PM VOLUME a C"t 17-$ 72� 25 19 7� 4 4� 16� 128� �24 87� r646 Wz s ' t '�t 1' ttw 1' N LANE CONFIG AM VOLUME PM VOLUME LANE CONFIG AM VOLUME PM VOLUME C1 C6 CS LANE CONFIG AM VOLUME PM VOLUME Nrn �N �I 01 )�2 C:� )j�'6 �j 59 76 193 22 )92 0� '�t 1 �t � �20 �5 8 �2 oo- o t 1' t Pt 1' t �� WM ry- N tw U _ - STOP SIGN 2030 Total Traffic Volumes Mitigation Option 1 (N-S Collector to Franklin)-Access Alternative 2—AL Figure Weekday AM and PM Peak Hours - TRAFFIC SIGNAL 13 Meridian, Idaho IV/'1 KITTELSON X &ASSOCIATES Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis Table 24.Year 2030 Access Mitigation Option 1 -Access Alternative 1 Intersection Inters, WC LOS rm Peak Hour PM Peak Hour - No. Intersection Control V/c J LOS Delay EBL 0.27 C 28.0 0.71 D 35.3 EBT 0.80 D 38.5 0.76 D 37.8 EBR 0.10 C 30.3 0.22 C 28.4 WBL 0.72 C 29.1 0.78 C 33.8 WBT 0.56 C 30.0 0.94 D 49.1 Franklin Road/Black Cat 0.64/ C/ 31.3/ WBR 0.19 C 26.0 0.35 C 27.2 1 Road Traffic Signal 0.82 D 41.4 NBL 0.29 C 23.7 0.56 C 32.6 NBT 0.36 C 31.1 0.50 D 41.1 NBR 0.60 D 38.1 0.70 D 50.8 SBL 0.49 C 22.7 0.43 C 33.0 SBT 0.33 C 27.5 0.54 D 44.8 SBR 0.21 C 26.2 0.44 D 43.9 2 Franklin TWSC No Change with the Mitigation Option 1-See Table 11 Road/McDermott Road NBTLR 0.12 A 9.2 0.04 A 9.3 A Access A(East-West TWSC Black Cat Road EBL 0.60 F 52.7 2.41 F 690.1 - - - Collector) WBL 0.00 B 11.8 0.00 B 11.4 SBLTR 0.00 A 8.5 0.00 A 8.4 NBL 0.50 E 46.7 5.61 F 2208.1 Franklin Road/Site EBL 0.00 A 0.0 0.00 A 0.0 D Access D(N-S Collector) TWSC WBL 0.12 B 11.9 0.03 B 11.6 SBLTR 0.02 F 85.2 0.02 F 870.4 NBTLR 0.01 A 8.8 0.06 B 10.7 C1 East-West Collector/Site TWSC EBL 0.00 A 0.0 0.00 A 0.0 Access C1 WBL 0.03 A 7.5 0.01 A 8.1 SBLTR 0.03 B 13.9 0.11 B 14.1 NBTLR 0.03 A 10.1 0.12 B 10.9 C2 East-West Collector/Site TWSC EBL 0.00 A 0.0 0.00 A 0.0 Access C2 WBL 0.04 A 7.5 0.01 A 7.8 SBLTR 0.02 B 12.7 0.07 B 12.4 C3 East-West Collector/Site TWSC EBL:::[: 0.04 A 8.0 0.01 A 7.5 Access C3 SBLR 0.04 B 11.0 0.14 B 10.6 NBTLR 0.04 B 11.1 0.15 B 11.0 C4 East-West Collector/Site TWSC EBL 0.01 A 7.8 0.00 A 7.6 Access C4 WBL 0.04 A 7.7 0.01 A 7.7 SBLTR 0.02 B 11.3 0.11 B 10.8 NBTLR 0.02 B 11.0 0.08 B 10.5 C5 East-West Collector/Site TWSC EBL 0.02 A 7.7 0.01 A 7.7 Access C5 WBL 0.02 A 7.8 0.01 A 7.6 SBLTR 0.03 B 10.9 0.09 B 10.8 East-West NBTLR 0.01 A 7.4 0.06 A 7.7 C6 Collector/North-South AWSC WBLTR 0.14 A 8.0 0.24 A 8.1 Collector/Access C6 SBLTR 0.30 A 9.6 0.14 A 8.6 C7 North-South TWSC WBLR 0.01 B 10.3 0.05 B 10.6 Collector/Site Access C7 SBL 0.01 A 7.5 0.00 A 7.8 North-South WBLR 0.03 A 9.4 0.16 B 10.8 C8 Collector/Site Access C8 TWSC SBL 0.07 A 7.7 0.02 A 7.9 V/C ratio is defined as vehicle-to-capacity ratio,which calculates the number of vehicles divided by the capacity of the roadway/intersection during the peak 15 minutes of the peak hour.LOS stand for Level of Service.Delay is reported in seconds per vehicle.Cells in the table above that are bolded, italicized,and highlighted indicate an intersection and/or lane group operating below the jurisdictional standards. I� 94 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis Table 25.Year 2030 Total Intersection Operations-Access Alternative 2 -1 Intersection Intersm AM/PM ane IM Peak Hour PM Peak Hour L_J[ntersection L rou7M� LOS Delay V/C LOS Delay -,I . Control V/C = Delay Group 1 Franklin Road/Black Cat No Change with the Access Alternative 2-See Table 24 Road 2 Franklin No Change with the Mitigation Option 1-See Table 11 Road/McDermott Road 7 D Franklin Road/Site Access No Change with the Access Alternative 2-See Table 24 D(N-S Collector) NBL 0.10 A 8.8 0.03 A 9.4 Black Cat Road/Site EBL 0.41 E 35.0 1.84 F 439.6 A Access A TWSC WBL 0.00 B 11.9 0.00 B 11.4 SBL 0.00 A 8.6 0.00 A 8.4 Black Cat Road/Site TWSC NBL 0.02 1 A 1 8.7 0.01 A 8.9 B Access B EBLR 0.10 C 22.3 0.57 F 1 50.4 NBTLR 0.01 A 8.8 0.05 B 10.1 East-West Collector/Site EBL 0.0 A 0.0 0.0 A 0.0 C1 Access C1 TWSC WBL 0.03 A 7.5 0.01 A 7.9 SBLTR 0.01 B 12.5 0.05 B 12.3 NBTLR 0.02 A 9.7 0.10 B 10.2 C2 East-West Collector/Site TWSC EBL 0.0 A 0.0 0.0 A 0.0 Access C2 WBL 0.04 A 7.5 0.01 A 7.7 SBLTR 0.01 B 11.6 0.04 B 11.3 C3 East-West Collector/Site TWSC EBL 0.02 A 7.8 0.01 A 7.5 Access C3 SBLR 0.02 B 10.2 0.07 A 9.8 NBTLR 0.04 B 11.0 0.14 B 10.7 East-West Collector/Site EBL 0.03 A 7.7 0.07 A 7.5 C4 Access C4 TWSC WBL 0.04 A 7.7 0.01 A 7.6 SBLTR 0.02 B 10.2 0.07 A 9.8 NBTLR 0.02 B 10.8 0.08 B 10.4 East-West Collector/Site EBL 0.02 A 7.6 0.01 A 7.7 CS Access C5 TWSC WBL 0.02 A 7.8 0.01 A 7.5 SBLTR 0.02 B 10.3 0.06 B 10.3 East-West NBTLR 0.01 A 7.4 0.06 A 7.7 C6 Collector/North-South AWSC WBLTR 0.13 A 7.9 0.24 A 8.1 Collector/Access C6 SBLTR 0.31 A 9.5 0.13 A 8.5 North-South WBLR 0.01 B 10.1 0.05 B 10.5 C7 Collector/Site Access C7 TWSC SBL 0.01 A 7.5 0.00 A 7.8 North-South WBLR 0.03 A 9.2 0.15 A 10.7 C8 Collector/Site Access C8 TWSC SBL 1 0.07 A 7.6 0.02 A 7.9 V/C ratio is defined as vehicle-to-capacity ratio,which calculates the number of vehicles divided by the capacity of the roadway/intersection during the peak 15 minutes of the peak hour.LOS stand for Level of Service.Delay is reported in seconds per vehicle.Cells in the table above that are bolded, italicized,and highlighted indicate an intersection and/or lane group operating below the jurisdictional standards. The extension of the North-South Collector road to create a new Site Access D intersection on Franklin Road has the following general impacts at the study intersections: ■ Both Site Access Alternatives 1 & 2: o Franklin Road/Black Cat Road: Improved operations such that no mitigation is necessary. o Franklin Road/McDermott Road: No change to operations.This intersection still requires the mitigations described previously to meet ACHD policy. I95 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis o Black Cat Road/Site Access A: Improved operations, but still requires mitigation. See the following section for mitigations. ■ Site Access Alternative 2 o Black Cat Road/Site Access B: Will operate acceptably unsignalized. A signal warrant analysis identified that the signal warrants are not projected to be met at Site Access B due to the reduced volumes from the North-South Collector connection to Franklin Road. Year 2030 Total Traffic Intersection Mitigations— Mitigation Option 1 This section highlights the mitigations needed to address each of the intersections exceeding the operational thresholds under year 2030 total traffic conditions with the extension of the North-South Collector to Franklin Road for Mitigation Option 1. Appendix M contains the year 2030 mitigated background traffic operational worksheets including findings from the signal warrant analysis. Black Cat Road/Site Access A (East-West Collector) As shown in Table 24,the eastbound approach exceeds capacity during the PM peak hour for both access alternatives. For Access Alternative 1, signalization was necessary. But for Access Alternative 2, installation of a two-way-left-turn lane for use by the northbound and southbound left-turns and to provide a refuge for a two-stage eastbound left-turn movement operates acceptably as an unsignalized intersections. Table 26 shows the mitigated operations with the addition of the following improvements at the intersection: ■ Access Alternatives 1 & 2—Traffic Signal: o Installation of a traffic signal. o Addition of northbound and southbound left-turn lanes. o A southbound right-turn lane. o An eastbound left-turn lane. ■ Access Alternative 2—Two-Way-Left-Turn Lane (TWLTL): o Addition of a short section of TWLTL on Black Cat Road. o A southbound right-turn lane. o An eastbound left-turn lane. I� 96 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis Table 26.Year 2030 Mitigated Option 1-Black Cat Road/Site Access A(E-W Collector) No. Intersection Mitigation WC LOS Delay Group WC LOS Delay WC LOS Intersection control- Intersection AM/PM Lane AM Peak Hour PM Peak Hour - Access Alternative 1 EBL 0.52 E 64.3 0.55 B 13.8 EBTR 0.27 E 60.5 0.27 B 11.1 WBLTR 0.01 E 57.9 0.00 A 9.8 Black Cat Traffic Signal Road/Site( L 0.41/ 7.5/ NBL 0.17 A 2.8 0.11 B 15.1 A Access A EW NB,SB,& n Lanes 0.69 A/B 11.0 SB RT Lane NBTR 0.37 A 2.9 0.64 A 9.8 Collector) SBL 0.00 A 3.2 0.00 B 12.5 SBT 0.14 A 1.9 0.74 B 10.9 SBR 0.28 A 2.5 0.14 A 6.09 Access Alternative 2 Option 1-Two-Way Left-Turn Lane NBL 0.03 A 9.2 TWSC NB/SB LT Lane EBL 0.84 F 60.5 (TWLTL),EB LT Lane EBTR No Mitigation Needed as 0.21 B 14.5 &SB RT Lane TWSC WBLTR 0.00 B 11.4 SBL 0.00 A 8.4 Black Cat Option 2-Traffic Signal A Road/Site EBL 0.15 B 11.1 0.45 B 12.8 Access A(EW Collector) EBTR 0.19 B 11.4 0.28 B 11.1 WBLTR 0.01 B 10.4 0.00 A 9.9 Traffic Signal NBL 0.15 A 4.5 0.08 B 12.3 NB,SB,&EB LT Lanes 0.64 9/ A/A 9 3 SB RT Lane NBTR 0.63 A 5.1 0.61 A 7.9 SBL 0.00 A 6.5 0.00 B 10.1 SBT 0.24 A 3.5 0.73 A 9.0 SBR 0.34 A 3.9 0.10 A 5.4 V/C ratio is defined as vehicle-to-capacity ratio,which calculates the number of vehicles divided by the capacity of the roadway/intersection during the peak 15 minutes of the peak hour.LOS stand for Level of Service.Delay is reported in seconds per vehicle.Cells in the table above that are bolded, italicized,and highlighted indicate an intersection and/or lane group operating below the jurisdictional standards. The traffic signal warrant evaluation identified that the Black Cat Road/Site Access A intersection is estimated to meet the four-hour warrant and the peak hour warrant for this Mitigation Option 1 under both access alternatives. The signal spacing meets the ACHD policy of half-mile signal spacing for collector roadways on minor arterials. Mitigation is estimated to be needed in approximately 2027 under Access Alternative 1 with approximately 55% (1,218,000 SF) of the site developed and 2028 under Access Alternative 2 with approximately 66% (1,461,000 SF) of the site developed. Site traffic is estimated to account for approximately 47.0%and 33.5%of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively, for Access Alternative 1 and 35.6% and 28.0% of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively, for Access Iz97 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis Alternative 2. Franklin Road/Site Access D(North-South Collector) As shown in Table 24, the northbound approach exceeds capacity during the PM peak hour. Two Table 26 shows the following mitigation options that were evaluated: ■ Site Access D Mitigation Option 1- TWLTL: Installation of a TWLTL on Franklin Road at the intersection to provide a refuge for two-stage northbound left-turn movements and installation of an eastbound right-turn lane and northbound left-turn lane. ■ Site Access D Mitigation Option 2-3X3 Signal: Installation of a traffic signal with left-turn lanes on Franklin Road, an eastbound right-turn lane and northbound left-turn lane. ■ Site Access D Mitigation Option 3-3X4 Signal: Installation of a traffic signal with left-turn lanes on Franklin Road and a second westbound auxiliary through lane that tapers back to a single lane west of the intersection, an eastbound right-turn lane and northbound left-turn lane. ■ Site Access D Mitigation Option 3- Multi-Lane Roundabout: Installation of a roundabout with two eastbound and westbound lanes and single northbound and southbound lanes. ■ Site Access D Mitigation Option 4- 3XS Signal: Installation of a traffic signal with left-turn lanes on Franklin Road and a second eastbound and westbound auxiliary through lanes that taper back to a single lane east and west of the intersection, an eastbound right-turn lane and northbound left-turn lane. As shown in Table 27, the two options the meet ACHD policy for the overall intersection V/C ratio threshold of<_0.90 and movement V/C ratio threshold of 1.00 are the multi-lane roundabout and the 3X5 signal. Signal warrants were evaluated and found to be met at the Franklin Road/Site Access D intersection. It should be noted that the master street map indicates a roundabout as the intersection form for this intersection and the intersection signal spacing meets the ACHD policy of half-mile signal spacing for collector roadways on minor arterials. Iz98 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis Table 27.Year 2030 Mitigated Option 1-Franklin Road/Site Access D (N-S Collector) Intersection C.ntr! _/PFVI Lane AM Peak Hour No. Intersection Mitigation �_ • Option 1-Two-Way Left-Turn Lane NBL 3.73 F 1346.4 TWSC EB/WB LT Lane EBL 0.28 D 25.1 (TWLTL),NB LT Lane EBTR No Mitigation Needed as 0.00 A 0.0 &WB RT Lane TWSC WBLTR 0.03 B 11.6 SBL 0.02 F 62.2 Option 2-Traffic Signal 3 X 3 EBL 0.00 A 0.00 EBT 0.81 B 15.8 EBR 0.08 A 4.9 Traffic Signal 3 X 3 NA/ NA/ NA/ WBL 0.09 C 32.1 EB,WB,&NB LT Lanes 1.24 F 81.8 No Mitigation Necessary WB RT Lane WBTR 1.23 F 127.2 NBL 0.95 F 103.6 NBTR 0.30 D 54,8 SBLTR 0.00 E 57.1 Option 3-Traffic Signal with Two WS Through Lanes 3 X 4(Tapered Before/After Intersection) EBL 0.00 A 0.0 EBT 0.89 B 18.9 EBR 0.09 A 6.0 Traffic Signal 3 X 4 WBL 0.12 D 39.2 Black Cat EB,WB,&NB LT Lanes NA/ NA/ NA/ WBT 0.72 B 12.1 Road/Site No Mitigation Necessary D WB RT Lane 0.93 B 18.5 Access A(EW 2"d WB Through Lane WBR 0.72 B 12.0 Collector) NBL 0.77 D 53.1 NBTR 0.24 D 37.8 SBLTRJ 0.00 D 39.5 Option 4-Multi-Lane Roundabout EBLT 0.42 A 6.9 EBTR 0.45 A 7.0 Multi-Lane WBLT 0.78 C 18.6 Roundabout(2 Lanes No Mitigation Necessary EB&WB on Franklin) WBTR 0.82 C 20.2 NBLTR 0.69 D 25.5 SBLTR 0.00 B 13.8 Option 5-Traffic Signal with Two EB&WB Through Lanes 3 X 5(Tapered After Intersection) EBL 0.00 A 0.0 0.00 A 0.0 EBT 0.66 D 35.8 0.57 A 8.7 EBR 0.49 C 32.7 0.09 A 5.7 Traffic Signal 3 X 5 WBL 0.51 E 60.2 0.06 B 13.8 EB,WB,&NB LT Lanes WB RT Lane 0.37/ C/B 34.8/ WBT 0.55 C 33.9 0.79 B 12.3 2"d EB&WB Through 0.86 15.9 WBR 0.55 C 33.8 0.80 B 12.0 Lane NBL 0.09 B 19.1 0.67 C 30.5 NBTR 0.02 B 18.2 0.23 C 24.6 SBLTR 0.00 B 18.4 0.00 C 25.6 V/C ratio is defined as vehicle-to-capacity ratio,which calculates the number of vehicles divided by the capacity of the roadway/intersection during the peak 15 minutes of the peak hour.LOS stand for Level of Service.Delay is reported in seconds per vehicle.Cells in the table above that are bolded, italicized,and highlighted indicate an intersection and/or lane group operating below the jurisdictional standards. lyr, 99 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis Interim Improvements for Site Access D(North-South Collector) to Accommodate Partial Buildout Due to the lack of right-of-way to widen Franklin Road to five lanes at the Site Access D/Franklin Road intersection in order to allow a traffic signal to operate acceptably through 2030 buildout, an interim improvement option of installing a section of two-way left-turn lane on Franklin Road and the northbound and eastbound turns lanes was evaluated to determine the approximate amount of the development could be constructed prior to the intersection operations dropping below ACHD standards. This would essentially build the improvements shown in Option 1 in Table 27, but only serve a portion of the site development. Table 28 shows the results of an analysis assuming the North South Collector is constructed in approximately 5 years with 50% (approximately 1,107,000 square feet) of the site developed and occupied and Site Access D only widened to provide turn lanes, but not signalized. Table 28.Year 2030 Mit Option 1 Interim TWLTL —Franklin Road/Site Access D(N-S Collector) No. Intersection Mitigation V/c LOS Intersection Control- Intersection AM/PM Lane AM Peak Hour PM Peak Hour - Option 1A—Two-Way Left-Turn Lane(Interim Widening)—50%of Site Development NBL 0.93 F 118.6 Black Cat TWSC Road/Site EB/WB LT Lane NB TR 0.09 C 15.3 D No Mitigation Needed as Access A(EW (TWLTL),NB LT Lane EBL TWSC 0.00 A 0.0 Collector) &WB RT Lane WBL 0.01 A 9.7 SBLTR 0.01 D 30.6 V/C ratio is defined as vehicle-to-capacity ratio,which calculates the number of vehicles divided by the capacity of the roadway/intersection during the peak 15 minutes of the peak hour.LOS stand for Level of Service.Delay is reported in seconds per vehicle.Cells in the table above that are bolded, italicized,and highlighted indicate an intersection and/or lane group operating below the jurisdictional standards. Mitigation is estimated to be needed in approximately 2024-2025 with approximately 25% (554,000 SF) of the site developed. Site traffic is estimated to account for approximately 21.8%and 13.6%of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively Year 2030 Total Roadway Segment Analysis Peak hour roadway segment volumes were based on the peak hour turning movement estimates at the study intersections. Peak hour, peak direction roadway segment volumes, and resultant LOS per ACHD Policy Manual 7106.4.1 for ACHD roadway facilities are shown in Table 29. 1 WA, 100 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis Table 29. 2030 Total Traffic Roadway Segment Operations—Mitigation Option 1 Daily CHD Peak Weekday AM Peak Hour Weekday PM Peak Hou Traffic 7Hour Std. ne-way One-Way Classificatio Travel Volume am Volume F-Volume/ Volume/ Roadway Segment n' Lanes' [WeekdaMPROne-Way)rDirection Meets Std. Direction Meets St M7 Off-Site Study Roadway Segments Principal 2/53 23,280 E/690 758/EB No 1,501/WB No Arterial E/1,780 (2 Lane Portion) (2 Lane Portion) Franklin Rd(Black Cat Rd E/690 No to N-S Collector) Shoulder Peak Hour E/1,780 606/EB Yes 1,125/WB (2 Lane Portion) Mitigation:Widened to 5 Lanes 1,780 758/EB Yes 1,501/WB Yes (In ACHD CIP for 2026-2030) Principal 2 24,510 E/690 993/EB No 1729/WB No Arterial (2 Lane Portion) (2 Lane Portion) Franklin Rd(Site Access D to McDermott) Shoulder Peak Hour E/690 766/EB No 1,252/WB No Mitigation:Widened to 5 Lanes 1,780 993/EB Yes 1,729/WB Yes (In ACHD CIP for 2026-2030) Minor 2/5 3 9.990 Est E/575(2L) 571/NB Yes 742/NB No(2-Lane Arterial E/1,540(5L) Portion) Black Cat Rd(Site Access A Shoulder Peak Hour E/575(2L) 357/SB Yes 742/NB4 No(2-Lane to Franklin Rd) E/1,540(5L) Portion) Mitigation:Widened to 5 Lanes 1,540 800/SB Yes 742/NB Yes (In ACHD CIP for 2036-2040) On-Site Roadway Segments—Access Alternative 1 East-West Collector Collector 2 2,110- D/425 401 WB Yes 392 EB Yes (Black Cat Rd to Access C2) 2,630 East-West Collector Collector 2 1,760 D/425 247 WB Yes 242 EB Yes (Access C2 to Access C3) East-West Collector Collector 2 1,630- D/425 209 WB Yes 205 EB Yes (Access C3 to Access C6) 1,650 North-South Collector Collector 2 1,550- D/425 316 SB Yes 308 NB Yes 2,070 On-Site Roadway Segments—Access Alternative 2 East-West Collector Collector 2 1,640- D/425 312/WB Yes 304 EB No (Black Cat Rd to Access C2) 2,040 East-West Collector Collector 2 1,640 D/425 188 WB Yes 183 EB Yes (Access C2 to Access C3) East-West Collector Collector 2 1,350- D/425 168 WB Yes 200 WB Yes (Access C3 to Access C6) 1,580 North-South Collector Collector 2 1,530—2 070 D/425 316 SB Yes 308 NB Yes 'Per COMPASS 2040 Functional Street Classification Map(Reference 8) 2Travel lanes include the total number of lanes across the roadway's respective cross section 3Roadway widens to five lanes at Franklin Road/Black Cat Road intersection 'No change was applied to NB Black Cat for Shoulder Peak Hour since 24hr tube count data from one day showed a 14%reduction and the turning movement counts from another day showed a 5%increase in the shoulder hour. I WA, 101 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis As shown in Table 29, the following segments do not meet ACHD segment LOS thresholds. Below is a discussion of each of these segments and possible mitigations: ■ Off-Site Roadways o Franklin Road (Black Cat Road to Site Access D & Site Access D to McDermott Road): Similar to existing and 2030 background conditions, this section of Franklin Road needs to be widened to five lanes to meet ACHD segment volume thresholds. This mitigation is included in the ACHD CIP for 2026-2030.Therefore,the widening may be in place by 2030. Potential Mitigation Options: Due to this segment not meeting ACHD thresholds under existing conditions and the widening not being designed until 2026 and likely not constructed until approximately 2028 after right-of-way acquisition there will be a gap of approximately 4-5 years between the initial development occupancy and Franklin Road being widened. ACHD has indicated that it will not be possible to add additional through lanes on Franklin Road until the CIP project and therefore interim improvement options are necessary While the segment volumes on Franklin Road exceed the ACHD thresholds, the ACHD threshold volumes are based on typical capacities at the intersections within the segments. Because the Franklin Road/Black Cat Road intersection operates acceptably, this option would only require improvement of the Franklin Road/McDermott Road intersection and the new Franklin Road/Site Access D (North-South Collector) intersection. With installation of a two-way-left-turn-lane it was found that the Franklin Road/ Site Access D intersection would accommodate approximately 50% of the development buildout and the Franklin Road/McDermott Road intersection can accommodate approximately 55%of the site buildout before requiring any improvement. Therefore,three interim improvement options were identified: ■ Mitigation Option 1-0 — Improve Intersections: This option would include the following improvements: • Franklin Road/Site Access D o Install a two-way-left-turn lane on Franklin Road that could be converted into left-turn lanes with 100 feet of storage in the future if the intersection is signalized. o Install an eastbound right-turn lane o Install a westbound left-turn lane. o This improvement is expected to accommodate traffic up to 50% of the development and through 2026. • Franklin Road/McDermott Road o Install a two-way-left-turn lane on Franklin Road that could be converted into left-turn lanes with 100 feet of storage in the future if the intersection is signalized. I102 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis o This improvement is expected to accommodate traffic up to 50% of the development and through 2026. With intersection improvements, the segment between Black Cat Road and Site Access D will operate acceptably, even though the ACHD segment volume thresholds are met. The segment between Site Access D and McDermott Road is estimated to have a volume/capacity ratio of 1.13 under 2030 Total Traffic conditions. Capacity of the segment as a two-lane highway is estimated to be reached in approximately 2028 with approximately 79% (1,760,000) of the site developed. ■ Mitigation Option 1-1 — Limit Development: As described later in this section, with the North-South Collector extended to Franklin Road approximately 25%- SO% (554,000 SF— 1,107,000 SF) of the development is estimated to be possible prior to Site Access D reaching capacity, depending on whether a TWLTL is installed. o Black Cat Road(Site Access A to Franklin Road):With the addition of the site traffic, Black Cat Road needs to be widened to five lanes. This mitigation is included in the ACHD CIP for 2036-2040. Potential Mitigation Options: Due to this segment not meeting ACHD thresholds under 2030 total traffic conditions and the widening not being designed until 2036-2040 there would be a gap of approximately 12-16 years between the initial development occupancy and Franklin Road being widened. This section also is not projected to meet ACHD policy in the shoulder peak hours. Four mitigation options were identified: ■ Mitigation Option 1-0- Improve Intersections to Operate Acceptably: While the segment volumes exceed the ACHD thresholds, the ACHD threshold volume are based on typical capacities at the intersections within the segments. Because the Black Cat Road/Franklin Road intersection operates acceptably,this option would only require improvement to the Site Access A/Black Cat Road intersection with the following improvements: • Site Access A/Black Cat Road Intersection Improvements o Access Alternative 1 (No Access B) ■ Install a two-way-left-turn lane on Black Cat Road that would be converted into northbound and southbound left-turn lanes when the intersection is signalized. ■ Install a southbound right-turn lane. ■ Install an eastbound left-turn lane. ■ Signalize the intersection when traffic signal warrants are met and restripe the two-way-left-turn lane to be I� 103 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis northbound and southbound left-turn lanes with 100 feet of storage. o Access Alternative 2 (With Access B) ■ Install a two-way-left-turn lane on Black Cat Road that Could be converted into northbound and southbound left- turn lanes if signalization is needed in the future (signalization is not currently shown to be needed with this alternative) ■ Install a southbound right-turn lane. ■ Install an eastbound left-turn lane. By ensuring both the Site Access A and Franklin Road intersections operate acceptably, the section of Black Cat Road that does not meet ACHD segment LOS thresholds will continued to accommodate the traffic demand because the intersections operate acceptably. ■ Mitigation Option 1-1 — Limit Development: As described later in this section, with the North-South Collector extended to Franklin Road approximately 69% (1,518,000 SF) of the development is estimated to be possible prior to Black Cat Road reaching the ACHD segment threshold with only the East-West Collector accessing the development Year 2030 Total Traffic Queuing— Mitigation Option 1 Kittelson performed an analysis of the 95th percentile queuing at the study intersection and site accesses. Queue lengths shown in the table were determined by using the calculated queue lengths from the operations analysis and rounded up to the nearest 25-foot vehicle length.This is to acknowledge that the actual queue lengths will be in full vehicle increments and to ensure a conservative analysis. Table 30 shows the projected queue under 2030 total traffic conditions. Table 30.Year 2030 Total Traffic Conditions 95th Percentile Queuing—Mitigation Option 1 Lane 95th Queue(ft)AM/PM Storage Available or Fits within Storage No. Intersection Group Proposed(ft) EBL 75/125 325 Yes EBT 325/450 - Yes EBR 50/125 325 Yes WBL 175/225 350 Yes WBT 250/650 - Yes 1 Franklin Road/Black Cat WBR 75/200 300 Yes Road NBL 100/200 325 Yes NBT 125/200 - Yes NBR 250/350 350 Yes SBL 175/150 200 Yes SBT 125/200 - Yes SBR 1 100/200 1325 No 2 Franklin Road/McDermott No Change with the Mitigation Option 1—See Table 18 Road I104 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis Lane 95"Queue(ft)AM/PM Storage Available or Fits within Storage NBL 25/25 100(proposed) Yes NBTR 100/125 Yes Black Cat Road/Site EBL 125/125(Single LT Lane) 175(375 w/TWLTL Yesto Site Access C1) Access A(Access ETR 50/50 - Yes Alternative 1)—Traffic WBLTR <25/<25 50 Yes Signal SBL <25/<25 10'Proposed Yes SBT 50/150 Yes SBR 75/25 250(Proposed) Yes A NBL 25/25 100(proposed) Yes NBTR - Yes Black Cat Road/Site EBL 50/200 175(375 w/TWLTL)(proposed) Yes Access A(Access ETR 25/25 Yes Alternative 2)—TWSC With TWLTL WBLTR <25/<25 50 Yes SBL <25/<25 100 Proposed Yes SBT - Yes SBR 25/<25 250(Proposed) Yes Black Cat Road/Site EBLR 25/25 100(proposed) Yes B Access B—TWSC(Access NBL 25/<25 100(proposed) Yes Alternative 2) NBL 75/225 250(Proposed) Yes NBTR 25/50 Yes Franklin Road/Site Access EBL <25/<25 100(Proposed) Yes D D(N-S Collector)—3X5 ETR 450/175 Yes Signal WBL 125/25 150(Proposed) Yes WBTR 350/325 - Yes SBLTR <25/<25 25 Yes Site Access Driveways on Collectors(Access Alternative 1—Most Conservative Alternative) C1 East-West Collector/Site NBLTR 25/25 75(proposed) Yes Access C1 SBLTR 25/25 75(proposed) Yes C2 East-West Collector/Site NBLTR 25/25 50(proposed) Yes Access C2 SBLTR 25/25 50(proposed) Yes C3 East-West Collector/Site NBLTR 25/25 50'(proposed) Yes Access C3 SBLTR 25/25 50'(proposed) Yes C4 East-West Collector/Site NBLTR 25/25 50'(proposed) Yes Access C4 SBLTR 25/25 50'(proposed) Yes C3 East-West Collector/Site NBLTR 25/25 50'(proposed) Yes Access C3 SBLTR 25/25 50'(proposed) Yes C4 East-West Collector/Site NBLTR 25/25 100(proposed) Yes Access C4 SBLTR 25/25 200(proposed) Yes C5 East-West Collector/Site NBLTR 25/25 50(proposed) Yes Access C5 SBLTR 25/25 50(proposed) Yes East-West NBLTR 25/25 Yes C6 Collector/North-South SBLTR 25/50 Yes Collector/Site Access C6 SBLTR 25/25 Yes C7 North-South WBLR 25/25 25(proposed) Yes Collector/Site Access C7 SBL 25/25 25(proposed) Yes C8 North-South WBLR 25/25 25(proposed) Yes Collector/Site Access C8 SBL 25/25 25(proposed) Yes Under 2030 total traffic conditions, all the storage distances can be accommodated with the North-South Collector connecting to Franklin Road (Mitigation Option 1). I� 105 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis Site driveways with access to public streets should provide sufficient stacking distance for a minimum of two passenger vehicles or one truck (50 feet) to ensure acceptable operation and accommodate larger vehicles, including utility service and delivery vehicles. IMPROVEMENT THRESHOLD ANALYSIS - MITIGATION OPTION 1 In order to assess the approximate timing for future transportation improvements,an evaluation of when roadway and intersection improvements may be needed and the square footage that would be completed was conducted. 2030 Total Threshold Summary Tables 31 and 32 show the study intersections and segments requiring improvements to accommodate 2030 total traffic conditions for the off-site and on-site improvements, respectively. The shaded improvements indicate locations where improvements are only needed with the buildout of development and not needed for existing or background traffic. Table 31. 2030 Total Traffic Mitigation Threshold Evaluation-Mitigation Option 1—Off Site 030 Total Traffic mitigation25 2,0* Trips over 4rExisting ACHD CIP Existing Mitigation %pf Additional Peak Hour Development or Bkgrd Year or ITID (Peak Dir or Approx.Year (SF) Site Traffic% Intersection or Roadway Need? Const Year Mitigation TEV) (Crit Time) [AM/PM Site Trips] AM(PM) Off-Site Roadways Franklin Road(McDermott Rd to Site Access D(N-S No Change with Mitigation Option 1—See Table 20 Collector) 5 Lanes Franklin Road(Site Access Yes 2026-2030 (Same as D to Black Cat Rd) (Existing) 5 Lanes 2025 BK) None Existing None(Existing) 2.0%(1.1%) (Shldr OK: No) % Black Cat Rd(Access A to 2036-2040 Lanes 216 AM 69 Franklin Rd) No 5 Lanes (Shldr OK: 364 PM 2027/2028(PM) (1,518,000) 60.5%(38.7%) No) [607/6071 Off-Site Intersections Franklin Rd/McDermott Rd No Change with Mitigation Option 1—See Table 20 Franklin Rd/Black Cat Road No Mitigation Required with Mitigation Option 1-Removed I� 106 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis Table 32. 2030 Total Traffic Mitigation Threshold Evaluation—Mitigation Option 1—On-Site 030 2025 Peak Hour Additional 1P "I E E r xisting Trips. - Development Bkgrd Year'or ITD (Peak Dir or x Year (SF) Site Traffic% IFMtoga,.t, Intersection or Roadway Need? Const Year Mitigation TEV) e) [AM/PM Site Trips] AM(PM) Access Alternative 1 East-West Collector(Black No Mitigation Required with Mitigation Option 1-Removed Cat Road to Site Access C2 East-West Collector(Site Access C2-C3) No Mitigation Required with Mitigation Option 1-Removed 55% 2027(PM) (1,218,000) Traffic Signal 275 Site [487/4871 (East-West Collector) SBL&EBL Leg in PM Black Cat Road/Site Access A No No W/NBL,SBR, Trips West Threshold if Interim TWLTL Is Installed 47.0%(33.5%) Lanes Peak 88% 2029(PM) (1,948,000) [780/7801 Added Mitigation with Mitigation Option 1 Traffic Signal 25% Franklin Road Road/Site W/2nd EB& 220 Site 2024(PM) (554,000) Access D(North-South WB TH,EBL, Trips South [222/222) Collector) No No WBL,NBL, Leg in PM Threshold if Interim TWLTL Is Installed 21.8%(13.6%) EBR or Multi- Peak 50% Lane 2026(PM) (1,107,000) Roundabout I 1 1 [443/4431 Access Alternative 2 East-West Collector(Black No Mitigation Required with Mitigation Option 1 but 3 Lanes are Recommended Cat to Site Access Cl) 255 Site 66% Black Cat Road/Site Access A No No TWLTL,SBR Trips West 2028 (1,461,000) 35.6%(28.0%) (East-West Collector) &EBL Lanes Leg in PM (PM) [585/5851 Peak Black Cat Road/Site Access B No Mitigation Required with Mitigation Option 1-Removed (East-West Collector) Franklin Road Road/Site Access D(North-South Mitigation Same as Access Alternative 1 Above Collector) POTENTIAL IMPROVEMENT PHASING - MITIGATION OPTION 1 Based on the traffic analysis results and the mitigation threshold analysis, the following phasing of the major on-site and off-site improvements might be considered for development assuming access is initially provided via Black Cat Road and then secondary access is provided through the North-South Collector to Franklin Road in order to reduce impacts on Black Cat Road, the Franklin Road/Black Cat Road intersection, and Franklin Road west of Black Cat Road. The potential phasing is described below: ■ Phase 1- Initial Site Buildout: o Black Cat Road/Site Access A: Install as an unsignalized intersection with the following turn lanes: I107 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis ■ A TWLTL section on Black Cat Road that could be converted to northbound and southbound left-turn lanes if needed. ■ A southbound right-turn lane (see turn lane warrants analysis). ■ An eastbound left-turn lane. o Black Cat Road/Site Access B: Construct the site with Site Access B (Alternative 2) ■ Install a short section of two-way-left-turn lane on Black Cat Road. o East-West Collector: Construct the East-West Collector with three lanes between Black Cat Road and Site Access C1 to provide for left-turn storage at Black Cat Road. ■ Phase 2-Approximately 960,000 SF of development: o North-South Collector Extension: Extend the north-south collector to Franklin Road. o Franklin Road/Site Access D (North South Collector): Improve the Site Access D intersection with one of the following improvements: ■ Option 1-Traffic signal: Install a traffic signal with the following additional lanes: • Eastbound and westbound left-turn lane lanes. • A second eastbound and westbound through lanes that taper down to the existing two lanes either side of the new intersection. • A northbound left-turn lane. ■ Option 2 - Multi-lane Roundabout: Install a roundabout with two through lanes in the eastbound and westbound directions and single lane approaches northbound and southbound. o Franklin Road/McDermott Road TWLTL: Install a TWLTL section on Franklin Road at McDermott Road intersection. ■ Phase 3-Approximately 1.5-2.0 Million SF of Development: o Black Cat Road/Site Access A (East-West Collector): Evaluate the Site Access A intersection and signalize the intersection, if necessary. This approach to phasing improvements provides intersection improvements that allow Franklin Road to accommodate traffic demand through approximately 2028(approximately 74%of the site developed and occupied) and allows Black Cat Road to accommodate the entire development. Even though both roadways will have volumes that exceed ACHD policy, traffic flow will still occur due to the intersections 108 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis operating acceptably. Given the ACHD CIP has Franklin Road widening in the 2026-2030 timeframe, this phasing could result in Franklin Road being widened at about the time it is estimated to reach capacity in approximately 2028, therefore accommodating full site development. This potential phasing approach is illustrated in Exhibit 12. Roundabout Install TWLTL and Site Access Tu Lanes New N-S Collector Widen to 5 Lanes (ACHD) nal or -1 Legend r 1 Phase 1 � W I Phase 2 ~V' Phase 3 Imp wwvTqT- Traffic Signal ACHD Widening - Widen to 5 Lanes (ACHD) Exhibit 12. Franklin Road Mitigation Option 1 Potential Improvement Phasing (Black Cat& Franklin Access) SITE ACCESS EVALUATION - MITIGATION OPTION 1 This section evaluates the need for turn lanes, intersection sight distance, and access location with respect to the ACHD Policy Manual requirements. All analyses and evaluation in this section is based on full build-out of the site in year 2030. Appendix O contains the worksheets for the turn lane warrants. Queuing results are shown on the operation worksheets in Appendix L and Appendix M. Turn Lane Warrant Analysis Kittelson performed an analysis of the need for left-turn and right-turn lanes at the site accesses along Black Cat Road and along the new East-West Collector.The warrant analysis used the ACHD guidelines as presented in Section 7106.4.4 of the ACHD Policy Manual. Appendix O includes a summary of the turn lane warrant calculations. Table 33 shows the results of the turn lane analysis at the site access locations. IZ109 Kittelson&Associates,Inc. Black Cat Industrial Development TIs March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis Table 33.Turn Lane Analysis Results—Mitigation Option 1 Access Alternative 1-Signal or SB Right-Turn Lane Yes Site Access A/Black Cat Road Access Alternative 2—TWSC with NB Left-Turn Lane Yes TWLTL EB Left-Turn Lane Yes-See Operations Mitigation Site Access B/Black Cat Road Full Movement,Side Street Stop SB Right-Turn No(See Discussion) Access Scenario 2 Controlled NB Left-Turn Yes Site Access D/Franklin Road Full Movement,Side Street Stop EB Right-Turn Yes Controlled WB Left-Turn Yes Access Alt 1 No WB Right-Turn Lane No WB Left-Turn Lane No EB Left-Turn Lane No East-West Collector/Site Access Full Movement,Side Street Stop EB Right-Turn Lane c1 Controlled Access Alt 2 No WB Right-Turn Lane No WB Left-Turn Lane No EB Left-Turn Lane No EB Right-Turn Lane Access Alt 1 No WB Right-Turn Lane No WB Left-Turn Lane No EB Left-Turn Lane No East-West Collector/Site Access Full Movement,Side Street Stop EB Right-Turn Lane C2 Controlled Access Alt 2 No WB Right-Turn Lane No WB Left-Turn Lane No EB Left-Turn Lane No EB Right-Turn Lane WB Right-Turn Lane No East-West Collector/Site Access Full Movement,Side Street Stop WB Left-Turn Lane No C3 Controlled EB Left-Turn Lane No EB Right-Turn Lane No WB Right-Turn Lane No East-West Collector/Site Access Full Movement,Side Street Stop WB Left-Turn Lane No C4 Controlled EB Left-Turn Lane No EB Right-Turn Lane No WB Right-Turn Lane No East-West Collector/Site Access Full Movement,Side Street Stop WB Left-Turn Lane No C5 Controlled EB Left-Turn Lane No EB Right-Turn Lane No East-West Collector/North- All Way Stop Controlled No Turn Lanes No Turn Lane Required Based on South Collector/Site Access C6 Required Operations North-South Collector/Site Full Movement,Side Street Stop NB Right Turn Lane No Access C7 Controlled SB Left-Turn Lane No North-South Collector/Site Full Movement,Side Street Stop NB Right Turn Lane No Access C8 IControlled SB Left-Turn Lane No Based on the turn lane analysis in Table 33 and the queuing analysis in Table 30, the following turn lanes are warranted at the site accesses based on ACHD's Policy Manual: ■ Access Alternative 1 o Site Access A/Black Cat Road ■ Southbound right-turn lane (unsignalized and signalized) I110 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis • Storage of 250 feet is recommended to accommodate up to the maximum queue of large trucks. A minimum storage length of 100 feet accommodates the queuing estimates if the ability to install a longer lane is constrained. ■ Northbound left-turn lane (unsignalized and signalized) • Storage of 100 feet is recommended. ■ Eastbound left-turn lane (unsignalized and signalized) • Storage of 175 feet is recommended with a two-way-left-turn-lane (TWLTL). ■ Southbound left-turn lane (only required when signalized) • Storage of 100 feet (only needed when signalized). ■ Access Alternative 2 o Site Access A/Black Cat Road ■ Southbound right-turn lane (unsignalized or signalized) • Storage of 250 feet is recommended even though 100 feet is sufficient with Site Access B.This is in order to accommodate future right-turns that may occur once the East-West collector is extended and to provide flexibility if Site Access B is closed in the future. ■ Northbound left-turn lane (unsignalized or signalized) • Storage of 100 feet is recommended ■ Eastbound left-turn lane (unsignalized or signalized) • Storage of 175 feet is recommended. • The East-West Collector intersection approach should be configured as follows (north to south): o Westbound through lane o Eastbound left-turn lane o Eastbound through-right lane ■ Southbound left-turn lane (only required when signalized) I111 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis o Storage of 100 feet (only if signalized) o Site Access B/Black Cat Road ■ Southbound right-turn lane (unsignalized) o While a southbound right-turn lane is not required based on ACHD policy, it is anticipated that some trucks will decide to utilize Site Access B. Due to the vehicle characteristics of large trucks, a right- turn lane is recommended if the Access B is not signed to prohibit trucks. Storage of 100 feet is recommended if the lane is installed. ■ Northbound left-turn lane (signalized) o Storage of 100 feet is recommended. o Site Access D/Franklin Road ■ Eastbound right turn lane (unsignalized) o Storage of 100 feet for the interim lane before ACHD widening. Approximately 300 feet are recommended when signalized. o Westbound left-turn lane with a storage of 100 feet. See the queuing analysis results for additional information on storage length for turn lanes. A minimum turn lane storage length of 100 feet should be used per ACHD policy. Based on the travel speeds an 8:1, or flatter, right-turn widening/gap taper should be used. All access driveways within the development should be constructed with one travel lane in each direction. Intersection Sight Distance Intersection sight distance was reviewed at the proposed Site Access D location on Franklin Road. See Traffic Impact Study Section for sight distance at the other access locations under the base access configuration. 1 z 112 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis Site Access D/Franklin Road Looking to the east and west, there is over 1,000 feet of intersection sight distance. The location of the site access provides adequate sight distance the 555 feet required by AASHTO (Reference 16) for the posted speed of 50 mph along Franklin Road. Exhibit 13 shows pictures from the approximate location of Site Access A. oil p: ,.F Y I ICI 14 ,f ' rTM _ Exhibit 13. Looking West on Franklin Road from Looking East on Franklin Road from Approximately Location for Access D Approximately Location for Access D Site Roadway Daily Traffic Volume Threshold Evaluation Table 34 shows the estimated average daily traffic (ADT) on the site access roadways as compared with the ACHD Policy Manual for maximum traffic on a local or collector street. One issue that comes up when a development provides stub street connections to future development is the unknown amount of traffic than might come from the future development and therefore increase volumes on the local streets within the development. Therefore, ACHD has a general threshold of 2,000 ADT for local streets and a lower threshold of 1,000 ADT for local streets that connect to stub streets. I� 113 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis Table 34. 2030 Daily Traffic Estimates on Internal Roadways—Mitigation Option 1 Thresholdotat�,ed Meets AC ID Total AD�T Planning ADT Access Alternative 1 East-West Collector- See Table 28 Black Cat to Access C1-C6 North-South Collector(Site See Table 28 Access D) 290(North Leg) Site Access C1 230(South Leg) Driveway/5,000 Yes Site Access C2 210(North Leg) Driveway/5,000 Yes 480(South Leg) Site Access C3 450(North Leg) Driveway/5,000 Yes Site Access C4 460(North Leg) Driveway/5,000 Yes 620(South Leg) Site Access C5 370(North Leg) Driveway/5,000 Yes 350(South Leg) Site Access C6 280 Driveway/5,000 Yes Site Access C7 220 Driveway/5,000 Yes Site Access C8 730 Driveway/5,000 Yes Access Alternative 2 East-West Collector- Black Cat to Access C1-C6 See Table 28 North-South Collector(Site See Table 28 Access D) Site Access B 590 Driveway/5',000 Yes Site Access C1 180(North Leg) Driveway/5',000 Yes 420(South Leg) Site Access C2 110(North Leg) Driveway/5,000 Yes 560(South Leg) Site Access C3 230(North Leg) Driveway/5,000 Yes Site Access C4 110(North Leg) Driveway/5,000 Yes 520(South Leg) Site Access C5 180(North Leg) Driveway/5,000 Yes 280(South Leg) Site Access C6 230 Driveway/5,000 Yes Site Access C7 90 Driveway/5,000 Yes Site Access C8 60 Driveway/5,000 Yes As shown in Table 34, no accesses are projected to exceed the ACHD maximum criteria for daily traffic. I WA, 114 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis Access Evaluation — Mitigation Option 1 The proposed Site Accesses on Black Cat Road and Franklin Road were reviewed related to ACHD access justification and spacing requirements for Mitigation Option 1. Under ACHD policy direct parcel access to a principal arterial is typically prohibited. The district has criteria for approving a driveway on an arterial when one or more of the following criteria are met: ■ The daily volume using one driveway exceeds 5,000 vehicles(total volume for entering and exiting traffic). ■ Traffic using one driveway exceeds the volume to capacity ratio (v/c) equal to or greater than 1 at a STOP controlled intersection during either the peak hour of the street or the peak hour of the site traffic generation. ■ A District approved traffic impact study and analysis determines that conditions warrant additional driveways. Additionally,the following access spacing guidelines apply to Black Cat Road as a 40 mph minor arterial: ■ A minimum of 330 feet from a signalized intersection with dual left-turn lanes for a right-in, right- out driveway. ■ A minimum of 710 feet from a signalized intersection with dual left-turn lanes for a full access driveway. ■ Minimum separation of unsignalized collector streets of 1,320 feet. ■ Minimum separation of driveways of 330' for 40 mph. Site Access A (East-West Collector)/Black Cat Road This proposed collector is approximately % mile from Franklin Road and will be the last major access before the grade to the south that crosses over 1-84. This access meets the ACHD justification for access for the following reasons: ■ Primary/Only Access: This is the only to Black Cat Road access being proposed under Access Alternative 1. ■ ACHD Master Street Map: The roadway will be an ACHD collector roadway that is on the ACHD Master Street Map and the Ten Mile Interchange Specific Area Plan. ■ City&ACHD Requirements:This roadway is being required by ACHD and the City Meridian. The location also meets ACHD spacing criteria. Iz115 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Franklin Road&Black Cat Road Access Mitigation Alternatives Analysis Site Access B/Black Cat Road(Access Alternative 2) This proposed secondary access is located approximately 1,290 feet north of Site Access A and 1,355 feet south of Franklin Road. This access meets the ACHD justification for access for the following reasons: ■ Maximum traffic on a single access:With the north-south collector,this previous criterion would not apply at buildout. ■ Potential for Site Access A to Remain Unsignalized: With Site Access B and the extension of the North-South Collector to Franklin Road, Site Access A was found to operate acceptably with turn lanes and a TWLTL on Black Cat Road. Site Accesses C1 -C6 Mitigation Option 1 does not change the results of the driveway locations or operational result. ACHD Policy only provides access spacing criteria for access driveways on collector roadways.Assuming a future posted speed of 25 mph on the East-West Collector and North-South Collector,the minimum separation for high-volume driveways is 245 feet. Exhibit 7 shows the spacing for Site Accesses C1-C8. As shown in Exhibit 7, all the driveways meet the minimum 245 feet spacing required by ACHD policy. Site Access D/Franklin Road This proposed secondary access is located approximately 2,700 feet west of Black Cat Road and 2,600 feet east of McDermott Road. This access meets the ACHD justification for access for the following reasons: ■ Reduces Impacts on Black Cat Road and Franklin Road: Traffic volumes on Black Cat Road are reduced approximately 30 percent and volumes on Franklin Road are also reduced between Black Cat Road and Site Access D. ■ ACHD Master Street Map: The roadway will be an ACHD collector roadway that is on the ACHD Master Street Map and the Ten Mile Interchange Specific Area Plan. The location also meets ACHD spacing criteria for a Collector with the exception of some existing low- volume gravel driveways located to the east and west on Franklin Road. I� 116 Kittelson&Associates,Inc. Section 6 Findings and Recommendations Black Cat Industrial Development TIS March 2022 Findings and Recommendations FINDINGS AND RECOMMENDATIONS The results of the traffic impact analysis indicate that the proposed Black Cat Industrial Development can be constructed while maintaining acceptable levels of service and safety on the surrounding transportation system if the appropriate mitigations are in place. The findings of this analysis and recommendations are discussed below. FINDINGS Existing Conditions ■ The study evaluated two off-site intersections and two off-site roadway segments during the AM and PM peak period of a typical weekday. ■ All study intersections were found to operate at acceptable operating standards during the existing weekday AM and PM peak hours. o Franklin Road/McDermott Road: The northbound and southbound approaches at the intersection were found to operate acceptably at LOS E with V/C ratio below the ACHD V/C thresholds. Per ACHD policy,signal warrants were evaluated because the intersection operates at LOS D or worse and identified that the intersection meets traffic signal warrants under existing conditions. It should be noted that the ACHD Master Street Map identifies a multi-lane roundabout at this intersection and that this intersection is currently shown in the 2022-2026 Draft ACHD Five Year Work Plan (FYWP) as part of the Franklin Corridor Improvements for design and construction in the future with no date provided. ■ All study roadway segments operate within the Ada County Highway District (ACHD) volume threshold under existing conditions with the exception of the following: o Franklin Road (Black Cat Road to McDermott Road):The westbound segment volume in the weekday PM peak hour exceeds the ACHD peak hour segment volume threshold for LOS E on a principal arterial. Widening to five lanes is required which is currently shown in the 2022-2026 Draft ACHD Five Year Work Plan for design in 2026 and shown in the ACHD CIP for construction in 2026-2030. ■ While the ACHD segment threshold volume is exceeded, the constraining intersections on either end of this segment at Black Cat Road and McDermott Road operate acceptably and therefore widening of the segment is not required to accommodate the existing traffic demand and not required until mitigations at the intersections is required as described in the 2030 background and 2030 total traffic sections. I� 118 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Findings and Recommendations ■ Crash data at the study intersections and roadway segments for the most recent five years of complete data (2016-2020) were analyzed. No crash trends were identified. Year 2030 Background Traffic Conditions ■ Year 2030 background traffic volumes were forecast using 2030 projections by COMPASS which included the SH-16 extension from 1-84 to US 20-26. Inclusion of the SH-16 Phase 2 extension between 1-84 and US 20-26 was included because the extension is currently in final design at ITD and expected to start construction as early as 2022. The projections included traffic growth associated with in-process approved developments as well as future development estimated to be completed by 2030. In general,traffic volumes are projected to grow between 3%and 9% per year, compounded, depending on the location and peak hour with a general average of approximately 5% per year. ■ Year 2030 background traffic conditions found that all the study intersections will operate at acceptable operating standards during the existing weekday AM and PM peak hours with the exception of the following: o Franklin Road/McDermott Road: The northbound and southbound approaches at the intersection were found to have traffic demands that exceed capacity at operate at LOS F during the weekday PM peak hour. The intersection was found to meet traffic signal warrants under existing conditions.The following mitigation was identified: ■ Option 1: Widening of Franklin Road at the Intersections: Widen Franklin Road to five lanes with a center two-way-left-turn lane (TWLTL) for approximately mile either side of McDermott Road to provide for two-stage left-turns from McDermott Road onto Franklin Road. Widening Franklin Road is currently shown in the ACHD CIP for construction in 2026-2030. ■ Option 2: Interim Intersection Improvements: • Installation of an interim traffic signal with only left-turn lanes was not found to mitigate the operation due to the high volume of westbound through traffic in a single lane during the weekday PM peak hour. • Installing a TWLTL would improve operations, but still not accommodate the 2030 background traffic demand. It was estimated to move out the need for mitigation by approximately 2 years to 2029. • Mitigation is estimated to be needed in approximately 2027. ■ It should be noted that the ACHD Master Street Map identifies a multi-lane roundabout at this intersection and that this intersection is currently shown in the 2022-2026 Draft ACHD FYWP as part of the Franklin Corridor Improvements for design and construction in the future with no date provided. I119 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations ■ All study roadway segments operate within the ACHD volume threshold under 2030 background conditions with the exception of the same section of roadway as identified under existing conditions: o Franklin Road (Black Cat Road to McDermott Road): The eastbound and westbound movements in the weekday AM and PM peak hours, respectively, exceed the ACHD peak hour volume threshold. Widening to five lanes is required which is currently shown in the 2022-2026 Draft ACHD FYWP for design in 2026 and shown in the ACHD CIP for construction in 2026-2030. ■ While the ACHD segment threshold volume is exceeded, the constraining intersection on the east end of this segment at Black Cat Road operates acceptably and the constraining intersect on the west end of this segment at McDermott Road can be mitigated to operate acceptably and therefore,widening of the segment is not required. Trip Generation ■ The development plan proposes to build approximately 2,214,000 square feet of industrial park uses on approximately 121 acres. ■ The development is estimated to generate a total of approximately 4,700 daily net new trip ends, of these,886 are estimated to occur in the weekday AM peak hour(717 inbound/169 outbound), and 886 are estimated to occur in the weekday PM peak hour (186 inbound /700 outbound). ■ ITD did not require analysis of the Ten Mile Road/1-84 Interchange but did request the number of trips projected to be added to the southbound left-turn movement.Approximately 10 and 42 site generated trips are estimated to be added to the southbound left-turn movement at the interchange during the weekday AM and PM peak hours, respectively. Year 2030 Total Traffic Conditions— Base Option: E-W Collector Access to Black Cat Road ■ The ACHD Master Street Map and City of Meridian Ten Mile Interchange Area Specific Plan (TMASP) call for three collector roadways in the vicinity of the side.These include the following: o East-West Collector: This collector bisects the site at approximately a half mile south of Franklin Road. This collector will be constructed from Black Cat Road to the western boundary of the development. o North-South Collector: This collector is adjacent to the western property line and will ultimately extend north to Franklin Road once other properties develop. This collector will be constructed from the East-West Collector to the northern site boundary of the development although an option is evaluated to extend this collector to Franklin Road as part of this development. I� 120 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations o Northern East-West Collector: This collector is shown along the northern property line on the ACHD Master Street Map and on the TMASP but to the north of the site property on the TMASP land-use map. Based on discussions by the project team with the City of Meridian, the preference by the City of Meridian is to locate the Northern East-West collector north of the site to avoid an irrigation drain and align with a similar collector on the east side of Black Cat Road. ■ Two access alternatives were evaluated for the site access which include: o Access Alternative 1 (Access A Only): This alternative assumes all access to the development is from Black Cat Road from the East-West Collector Road at Site Access A. o Access Alternative 2 (Access A & B): This alternative assumes a secondary access to the site from Black Cat Road will be at Site Access B. ■ Both off-site study intersections were found to require some level of mitigation under the total traffic conditions during the weekday AM and PM peak hours as described below: o Franklin Road/McDermott Road (Access Alternatives 1&2):Similar to 2030 background conditions, the northbound and southbound stop-controlled movements operate at LOS F and exceed capacity during the weekday PM peak hour. The following mitigation and thresholds were identified: ■ Widening of Franklin Road in the vicinity of the intersection to five lanes with a center TWLTL that can be utilized for two-stage left-turns from McDermott Road onto Franklin Road. Widening Franklin Road is currently shown in the ACHD CIP for construction in 2026-2030. ■ Addition of a center TWLTL does not fully mitigate the intersection operations but result in the need being moved out 1-2 years to a timeframe in which it is reasonably likely ACHD may have Franklin Road widened. ■ The intersection does not operate within ACHD policy V/C thresholds during the shoulder PM peak hour. ■ Installing an interim traffic signal with only left-turn lanes was not found to mitigate the operation due to the high volume of westbound through traffic in a single lane during the weekday PM peak hour. ■ Mitigation is needed in approximately the 2027 timeframe, with added project traffic, at which time approximately 46% (1,018,000 SF) of the site is developed. ■ If a TWLTL is installed on Franklin Road at the intersection, the mitigation timeframe for widening to five lanes would be moved out to approximately 2028 with approximately 74% (1,636,000 SF) of the site developed. I� 121 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations ■ Site traffic is estimated to account for approximately 17.2%and 10.7%of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively. o Franklin Road/Black Cat Road (Access Alternatives 1&2):The intersection operates with a V/C of 1.14 during the PM peak hour, primarily due to the northbound left-turn movement operating with a V/C ratio of 1.15. The following mitigations and thresholds were identified: ■ Restripe the northbound left-turn lane for dual northbound left-turn lanes and modify signal heads as necessary. The design of the intersection already accommodates this restriping. ■ Restripe the westbound left-turn lane for dual westbound left-turn lanes and modify signal heads as necessary. The design of the intersection already accommodates this restriping. ■ Extend the westbound through lane on Franklin Road further west of Black Cat Road to achieve full utilization of the two westbound through lanes. Widening Franklin Road to five lanes between Black Cat Road and McDermott Road is currently shown in the ACHD CIP for construction in 2026-2030. ■ Mitigation is needed in approximately the 2028 timeframe, with added project traffic, at which time approximately 68% (1,502,000 SF) of the site is developed. ■ Site traffic is estimated to account for approximately 25.6%and 18.4%of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively. ■ The site access driveway and on-site study intersections operate acceptably during the total traffic conditions weekday AM and PM peak hours, with the exception of the following: o Black Cat Road/Site Access A(Access Alternatives 1&2):The eastbound approach at the intersection is projected to have demand that exceeds capacity at operates at LOS F. The intersection is also projected to meet traffic signal warrants. The following mitigations and thresholds were identified: ■ Install the following turn lanes: • Eastbound left-turn lane (in addition to eastbound through-right lane) • Northbound left-turn lane • Southbound left-turn lane (not required for traffic volumes) • Southbound right-turn lane ■ Install a traffic signal.The signal spacing meets the ACHD policy of half-mile signal spacing for collector roadways on minor arterials. I� 122 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations ■ Mitigation is estimated to be needed in approximately 2025 under Access Alternative 1 with approximately 33% (731,000 SF) of the site developed and 2025-2026 under Access Alternative 2 with approximately 42%(930,000 SF)of the site developed. ■ If a TWLTL is installed on Franklin Road at the intersection, mitigation is estimated to be needed in approximately 2025-2026 under Access Alternative 1 with approximately 44% (974,000 SF) of the site developed and 2026-2027 under Access Alternative 2 with approximately 61%(1,351,000 SF)of the site developed. ■ Site traffic is estimated to account for approximately 61.3%and 47.4%of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively for Access Alternative 1 and 50.1% and 41.4%of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively for Access Alternative 2. o Black Cat Road/Site Access B(Access Alternative 2 Only):The eastbound approach at the intersection is projected to have demand that exceeds capacity and operates at LOS F during the weekday PM peak hour.The intersection is also projected to meet traffic signal warrants.The following turn lanes were identified to mitigate the intersection operations without signalization: ■ Short section of TWLTL to provide for two-stage left-turn movements from Site Access B and for northbound left-turning movements. ■ Southbound right-turn lane (required based on unsignalized warrants) ■ Mitigation is estimated to be needed in approximately 2026-2027 under Access Alternative 2 with approximately 65% (1,439,000 SF) of the site developed. ■ Site traffic is estimated to account for approximately 52.8%and 44.4%of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively. ■ Both off-site study roadway segments have projected traffic demands that exceed the ACHD volume thresholds under 2030 total conditions, including: o Franklin Road (Black Cat Road to McDermott Road): Similar to the 2030 background traffic conditions,the eastbound and westbound movements in the weekday AM and PM peak hours exceed the ACHD peak hour volume threshold. Widening to five lanes is required which is currently shown in the 2022-2026 Draft ACHD FYWP for design in 2026 and shown in the ACHD CIP for construction in 2026-2030. This is an existing need. ■ The segment also requires widening to five lanes in the shoulder peak hour. ■ Two options for maintaining acceptable traffic operations on Franklin Road were identified. These include: I� 123 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations • Mitigation Option 0 — Improve Intersections: Improve the McDermott Road and Black Cat Road intersections per the mitigation analysis. While the ACHD segment volume threshold would still be exceeded, traffic flow would still occur due to the intersection to the east and west operating acceptably. • Mitigation Option 1 — Extend North-South Collector to Franklin Road: Mitigation Option 1 was evaluated (see report section) which extends the North-South Collector to create a new intersection on Franklin Road (Site Access D). This reduces the impact of site traffic on the half-mile segment between Black Cat Road and the North-South Collector. ■ Site traffic is estimated to account for approximately 25.3%and 14.2%of the 2030 critical peak hour directional traffic during the weekday AM and PM peak hours, respectively. o Black Cat Road (Site Access A to Franklin Road): The southbound and northbound movements in the weekday AM and PM peak hours, respectively, exceed the ACHD peak hour volume threshold. Widening to five lanes is required which is currently shown in the ACHD CIP for construction in 2036-2040. ■ The segment also requires widening to five lanes based on the shoulder peak hour. ■ Two options for maintaining acceptable traffic operations on Franklin Road were identified. These include: • Mitigation Option 0—Improve Intersections: Improve the Black Cat Road, Site Access A, and Site Access B intersections per the mitigation analysis. • Mitigation Option 1 — Extend North-South Collector to Franklin Road: Mitigation Option 1 was evaluated (see following Mitigation Option 1 section) which extends the North-South Collector to create a new intersection on Franklin Road (Site Access D).This significantly reduces the impact of site traffic on the Black Cat Road between Site Access A and Franklin Road. This option results in the 2030 total segment volume still exceeding the two-lane threshold but reduces the peak directional traffic demand by approximately 30 percent. ■ A two-lane highway analysis identified that Black Cat Road is projected to operate with a V/C ratio of approximately 0.69 in the two-lane section outside the areas of the intersections. ■ Widening is estimated to be needed in approximately 2025-2026, with added project traffic, with approximately 43% (960,000 SF) of the site developed. I� 124 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations ■ Site traffic is estimated to account for approximately 76.1%and 56.7%of the 2030 critical peak hour directional traffic volume during the weekday AM and PM peak hours, respectively. ■ All on-site study roadway segments along the East-West Collector (Site Access A) have projected traffic demands under the ACHD volume thresholds for a collector roadway with two lanes (on lane in each direction) under 2030 total conditions with the exception of the following: o Access Alternative 1 ■ East-West Collector (Black Cat Road to Site Access C2): The projected volumes exceed the ACHD threshold for two lanes on a collector roadway.Widening to five lanes is projected to be needed to meet ACHD policy. o Access Alternative 2 ■ East-West Collector (Black Cat Road to Site Access Cl): With Site Access B, the projected volumes exceed the ACHD threshold for two lanes on a collector roadway. Widening to five lanes is projected to be needed to meet ACHD policy. ■ East-West Collector (Site Access C1 to Site Access C2): With Site Access B, the projected volumes exceed the ACHD threshold for two lanes on a collector roadway. Widening to three lanes is projected to be needed to meet ACHD policy. Site Access Evaluation ■ The turn lane analysis using ACHD procedures resulted in turn lane warrants at the following site access streets: o Site Access A/Black Cat Road (Access Alternatives 1 & 2) ■ Southbound right-turn lane (unsignalized and signalized) ■ Storage of 250 feet is recommended ■ Northbound left-turn lane (unsignalized and signalized) ■ Storage of 100 feet is recommended ■ Eastbound left-turn lane (unsignalized and signalized) ■ Storage of 175 feet in the striped left-turn lane is recommended with approximately 200 feet of additional TWLTL through Site Access C1 for a total usable distance of approximately 375 feet to Site Access C1. Under Access Alternative 1, the end of queue is projected to extend approximately 200 feet past Site Access C1 for brief periods in the weekday PM peak hour until one of the following changes occur: o An additional collector connection to Franklin Road to the north or McDermott Road to the east. I� 125 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations o Construction of dual eastbound left-turn lanes along with widening of Black Cat Road between Site Access A and Franklin Road for two northbound through receiving lanes. ■ Southbound left-turn lane (only required when signalized) • Storage of 100 feet (only if signalized) o Site Access B/Black Cat Road (Access Alternative 2) ■ Southbound right-turn lane (unsignalized) • Storage of 100 feet is recommended ■ Two-way-left-turn lane 0 Storage of 100 feet is recommended to south and north of the intersection. o East-West Collector/Site Access C1 (Access Alternative 1) ■ Westbound left-turn lane (two lane collector&Access Alternative 1 only— not required if five lanes) • TWLTL recommended ■ Westbound right-turn lane (two lane collector&Access Alternative 1 only- not required if five lanes) • Storage of 100 feet is recommended o East-West Collector/Site Access C2 (Access Alternative 1) ■ Westbound left-turn lane (two lane collector&Access Alternative 1 only—not required if five lanes) • TWLTL recommended ■ All site access meet ACHD minimum spacing requirements. ■ Daily trips on the East-West Collector for Access Alternative 1 exceed the ACHD policy of 3,000 daily trips on a collector serving as a single access. ■ The intersection sight distance evaluation identified that adequate intersection sight distance can be achieved at both site access intersection locations on Black Cat Road. Some clearing of vegetation and trimming of trees will be needed to the north of Site Access B. Sight distance was not able to be reviewed for the proposed driveways on the proposed East-West Collector roadway since the collector does not exist at this time. Year 2030 Total Traffic Conditions— Mitigation Option 1: N-S Collector to Franklin Road ■ Due to the lack of ability to widen Franklin Road between Black Cat Road and McDermott Road, extension of the proposed North-South Collector to Franklin Road, in addition to the East-West Collector accessing Black Cat Road, was evaluated as Mitigation Option 1. I� 126 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations ■ The same two access alternatives were evaluated for the site access to Black Cat Road which include: o Access Alternative 1 (Access A Only): This alternative assumes all access to the development is from Black Cat Road from the East-West Collector Road at Site Access A. o Access Alternative 2 (Access A & B): This alternative assumes a secondary access to the site from Black Cat Road will be at Site Access B. ■ Of the off-site study intersections, only the Franklin Road/McDermott Road intersection was found to require some level of mitigation under the total traffic conditions with Mitigation Option 1 during the weekday AM and PM peak hours as described below: o Franklin Road/McDermott Road (Access Alternatives 1 & 2): Mitigation Option 1 does not change the results at this intersection. See the previous section for findings and recommendations. ■ The site access driveway and on-site study intersections operate acceptably during the total traffic conditions under Mitigation Option 1 during the weekday AM and PM peak hours,with the exception of the following: o Black Cat Road/Site Access A ■ Access Alternative 1: The eastbound approach at the intersection is projected to have demand that exceeds capacity at operates at LOS F. The following mitigations were identified: • Install a traffic signal with the following turn lanes: o Eastbound left-turn lane (in addition to eastbound through-right lane) o Northbound left-turn lane o Southbound left-turn lane (not required for traffic volumes) o Southbound right-turn lane ■ Access Alternative 2: The eastbound approach at the intersection is projected to have demand that exceeds capacity at operates at LOS F. The following mitigations were identified: • Option 1-TWLTL: Unsignalized with the following turn lanes: o Two-way-left-turn-lane (TWLTL) on Black Cat Road approximately 100 feet each side of Site Access A o Eastbound left-turn lane (in addition to eastbound through-right lane) Iwr127 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations o Southbound right-turn lane • Option 2-Traffic Signal: Installation of a traffic signal with the following turn lanes: o Eastbound left-turn lane (in addition to eastbound through-right lane) o Northbound left-turn lane o Southbound left-turn lane (not required for traffic volumes) o Southbound right-turn lane ■ The intersection was found to meet traffic signal warrants under both access alternatives and the signal spacing meets the ACHD policy of half-mile signal spacing for collector roadways on minor arterials. ■ Mitigation is estimated to be needed in approximately 2027 under Access Alternative 1 with approximately 55% (1,218,000 SF) of the site developed and 2028 under Access Alternative 2 with approximately 66% (1,461,000 SF) of the site developed. ■ With the addition of a TWLTL, mitigation is estimated to be needed in approximately 2029 with approximately 88% (1,948,000 SF) of the site developed under Access Alternative 1. The intersection operates acceptably through buildout under Access Alternative 2 ■ Site traffic is estimated to account for approximately 47.0%and 33.5%of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively,for Access Alternative 1 and 35.6%and 28.0%of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively for Access Alternative 2. o Franklin Road/Site Access D (N-S Collector): The northbound approach at the intersection is projected to have demand that exceeds capacity at operate at LOS F during the weekday PM peak hour. The intersection is also projected to meet traffic signal warrants. Installation of a traffic signal with left-turn lanes was found to cause the westbound through movement to exceed capacity during the weekday PM peak hour without widening Franklin Road to add an additional westbound through lane. The following mitigation options were identified: ■ Mitigation Option 1-Traffic signal (3X4): Install a traffic signal with the following lanes: • Second westbound through lane. • Northbound left-turn lane. • Eastbound right-turn lane. I� 128 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Findings and Recommendations • The signal was still found to operation with a V/C ratio of 0.93 during the weekday PM peak hour which is above the ACHD policy of<_0.90. ■ Mitigation Option 2-Traffic signal (3XS): Install a traffic signal with the following lanes: • Second eastbound and westbound through lanes. • Northbound left-turn lane • Eastbound right-turn lane ■ Mitigation Option 3 — Multi-Lane Roundabout: Install a multi-Lane roundabout with two through lanes eastbound and westbound and single approach lanes northbound and southbound. ■ Mitigation is estimated to be needed in approximately 2024-2025 with approximately 25% (554,000 SF) of the site developed. ■ With the addition of a TWLTL, mitigation is estimated to be needed in approximately 2026 with approximately 50%(1,107,000 SF)of the site developed, ■ Site traffic is estimated to account for approximately 21.8%and 15.6%of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively. ■ Both off-site study roadway segments continue to have projected traffic demands that exceed the ACHD volume thresholds under 2030 total traffic conditions, but the impacts are significantly reduced with Mitigation Option 1: o Franklin Road (Black Cat Road to Site Access D): Similar to the 2030 background traffic conditions, the eastbound and westbound movements in the weekday AM and PM peak hours exceed the ACHD peak hour volume threshold. Widening to five lanes is required to meet ACHD policy which is currently shown in the 2022-2026 ACHD FYWP for design in 2026 and shown in the ACHD CIP for construction in 2026-2030. This is an existing need. ■ The segment also requires widening to five lanes in the shoulder peak hour based on ACHD segment volume thresholds. ■ The following mitigation options were identified: • Mitigation Option 1-0— Improve Intersections: Improve the Site Access D intersection per the mitigation analysis. This allows the constraint intersections on either end of the segment operate acceptably. o The segment constraint is at the intersections and therefore, with the improvement of the Franklin Road/Site Access D intersection, the segment can accommodate the traffic demand even though it will exceed ACHD policy thresholds. I129 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations • Mitigation Option 1-1 — Limit Development: As described later in this section, with the North-South Collector extended to Franklin Road approximately 2S%-50% (554,000 SF— 1,107,000 SF) of the development is estimated to be possible prior to Site Access D reaching capacity, depending on whether a TWLTL is installed ■ Site traffic is estimated to account for approximately 2.0% and 1.1% of the 2030 critical peak hour directional traffic during the weekday AM and PM peak hours, respectively. o Franklin Road (Site Access D to McDermott Road): Mitigation Option 1 does not change the results at this intersection. Widening to five lanes is required to meet ACHD policy thresholds which is currently shown in the 2022-2026 Draft ACHD FYWP for design in 2026 and shown in the ACHD CIP for construction in 2026-2030. This is an existing need. Following were mitigation options that were identified (see previous section for additional findings, recommendations, and mitigation options): ■ The following mitigation options were identified: • Mitigation Option 1-0— Improve Intersections: Improve the McDermott Road and Site Access D intersections per the mitigation analysis. This allows the constraint intersections on either end of the segment operate acceptably. o The segment constraint is at the intersections and therefore, with the improvement of the Franklin Road/Site Access D and Franklin Road/McDermott Road intersections, the segment can accommodate the traffic demand even though it will exceed ACHD policy thresholds. • Mitigation Option 1-1 — Limit Development: As described later in this section, with the North-South Collector extended to Franklin Road approximately 25%-50% (554,000 SF— 1,107,000 SF) of the development is estimated to be possible prior to Site Access D side street movements reaching capacity and approximately 46% to 74% (1,016,000 SF — 1,636,000 SF) of the development is estimated to be possible prior to the McDermott Road side street movements reaching capacity, depending on whether interim TWLTL center turn lanes are installed. o Black Cat Road (Site Access A to Franklin Road): While addition of Site Access D (North- South Collector) on Franklin Road reduces site traffic on Black Cat Road, the northbound movement in the weekday PM peak hour exceeds the ACHD peak hour volume threshold. Widening to five lanes is required which is currently shown in the ACHD CIP for construction in 2036-2040. ■ The segment also requires widening to five lanes based on the shoulder peak hour. I� 130 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations ■ The following mitigation options were identified: • Mitigation Option 1-0— Improve Intersections: Improve the Site Access A, and Site Access B intersections per the mitigation analysis. • Mitigation Option 1-1 — Limit Development: As described later in this section, with the North-South Collector extended to Franklin Road approximately 1,518,000 SF of the development is estimated to be possible prior to Black Cat Road reaching the ACHD segment threshold volume with only the East-West Collector accessing the development. ■ If widening is pursued, it is estimated to be needed in approximately 2028, with added project traffic, with approximately 69% (1,518,000 SF) of the site developed. ■ Site traffic is estimated to account for approximately 60.5%and 38.7%of the 2030 critical peak hour directional traffic volume during the weekday AM and PM peak hours, respectively. ■ All on-site study roadway segments along the East-West Collector (Site Access A) have projected traffic demands under the ACHD volume thresholds for a collector roadway with two lanes (one lane in each direction) under both access alternatives. Site Access Evaluation ■ The turn lane analysis using ACHD procedures resulted in turn lane warrants at the following site access streets: o Site Access A/Black Cat Road (Access Alternatives 1 & 2) ■ Southbound right-turn lane (unsignalized and signalized) • Storage of 100 feet is required, but 250 feet is recommended to accommodate trucks. ■ Northbound left-turn lane (unsignalized and signalized) • Storage of 100 feet is recommended. This could be striped as a TWLTL in the interim. Under Access Alternative 2, the TWLTL could remain through buildout. ■ Eastbound left-turn lane (unsignalized and signalized) • Storage of 125 feet is required, but 175 feet in the striped left-turn lane is recommended with approximately 200 feet of additional TWLTL through Site Access C1 for a total usable distance of approximately 375 feet to Site Access C1. ■ Southbound left-turn lane (only required when signalized) • Storage of 100 feet (only if signalized) o Site Access B/Black Cat Road (Access Alternative 2) I� 131 Kittelson&Associates,Inc. Black Cat Industrial Development Tls March 2022 Findings and Recommendations ■ Two-way-left-turn lane • Storage of 100 feet is recommended to south and north of the intersection. ■ Southbound right-turn lane is not warranted but should be considered to service truck if not signed to prohibit trucks from using the access. If constructed storage of 100 feet is recommended. ■ All site access meet ACHD minimum spacing requirements. ■ Daily trips on the East-West Collector, North-South Collector, and site accesses are under ACHD policy thresholds. ■ The intersection sight distance evaluation identified that adequate intersection sight distance can be achieved at Site Access D on Franklin Road. See previous findings for Site Access A, Site Access B and the driveways on the collectors. RECOMMENDATIONS Based on the report's analyses and evaluation findings, recommendations were developed accordingly for time scenario's conditions. Year 2021 Existing Traffic Condition Mitigations (Without the Proposed Development) The following mitigations are recommended to accommodate the year 2021 traffic volumes. ■ Franklin Road (Black Cat Road to McDermott Road): In order to meet ACHD policy, widening of Franklin Road to five lanes with a center turn lane per the ACHD CIP (2026-2030) is required. o While the ACHD segment threshold volume is exceeded, the constraining intersections on either end of this segment at Black Cat Road and McDermott Road operate acceptably and therefore widening of the segment is not required to accommodate the existing traffic demand and not required until mitigations at the intersections is required as described in the 2030 background and 2030 total traffic sections. Year 2030 Background Traffic Condition Mitigations (Without the Proposed Development) The following additional mitigations are required under background traffic conditions above those identified for existing conditions: ■ Franklin Road/McDermott Road: Widening of Franklin Road to five lanes with a center left-turn lane that can be utilized for two-stage left-turns from McDermott Road onto Franklin Road. This widening would only be required at the intersection and is expected to extend approximately mile each direction. Widening Franklin Road is currently shown in the ACHD CIP for construction in 2026-2030. I� 132 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations o Mitigation is needed in approximately 2027 without the development of the site and approximately 2026 with approximately 46% (1,016,000 SF) of the site developed. o Installing a center TWLTL at the intersection would provide additional interim capacity at the intersection and was found to push out the need two years in the 2030 total traffic conditions. Year 2030 Total Traffic Mitigations— Base Option: E-W Collector Access to Black Cat Road The following mitigations are required under 2030 total traffic conditions: ■ Off-Site Mitigations Required for Access Alternatives 1&2 o Franklin Road/McDermott Road: The following mitigations and thresholds were identified: ■ Install an interim TWLTL section on Franklin Road to provide for a two-stage left- turn movement. ■ If a TWLTL is installed on Franklin Road at the intersection, the mitigation timeframe for widening to five lanes would be moved out to approximately 2028 with approximately 74% (1,636,000 SF) of the site developed. ■ Site traffic is estimated to account for approximately 17.2%and 10.7%of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively. o Franklin Road/Black Cat Road: The following mitigations are projected to be necessary: ■ Restripe the northbound left-turn lane and westbound left-turn lane for dual northbound left-turn lanes and modify signal heads as necessary. The design of the intersection already accommodates this restriping. ■ Extend the westbound through lane on Franklin Road further west of Black Cat Road to achieve full utilization of the two westbound through lanes. Widening Franklin Road to five lanes between Black Cat Road and McDermott Road is currently shown in the ACHD CIP for construction in 2026-2030. ■ Mitigation is needed in approximately the 2028 timeframe, with the addition of site traffic, at which time approximately 68% (1,312,000 SF) of the site is developed. ■ Site traffic is estimated to account for approximately 25.6%and 18.4%of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively. o Black Cat Road (Site Access A to Franklin Road): Widening to five lanes is required to meet ACHD policy and is currently shown in the ACHD CIP for construction in 2036-2040. I� 133 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations Due to widening not being possible in the near-term due to lack of right-of-way, implement one of the following options: ■ Mitigation Option 0— Improve Intersections: Improve the Black Cat Road, Site Access A, and Site Access B intersections per the mitigation analysis. ■ Mitigation Option 1—Extend North-South Collector to Franklin Road: Mitigation Option 1 was evaluated (see report section) which extends the North-South Collector to create a new intersection on Franklin Road (Site Access D). This significantly reduces the impact of site traffic on the Black Cat Road between Site Access A and Franklin Road. ■ Mitigation is estimated to be needed in approximately 2025-2026, with the addition of site traffic, under either access alternative with approximately 43% (960,000 SF) of the site developed. ■ Site traffic is estimated to account for approximately 76.1%and 56.7%of the 2030 critical peak hour directional traffic during the weekday AM and PM peak hours, respectively. o Franklin Road (Black Cat Road to McDermott Road): In order to meet ACHD policy, widening of Franklin Road to five lanes with a center turn lane per the ACHD CIP (2026- 2030) is required. Due to widening not being possible in the near-term due to lack of right- of-way, implement one of the following options: ■ Mitigation Option 0—Improve Intersections: Improve the McDermott Road and Black Cat Road intersections per the mitigation analysis. ■ Mitigation Option 1—Extend North-South Collector to Franklin Road: Mitigation Option 1 was evaluated (see report section) which extends the North-South Collector to create a new intersection on Franklin Road (Site Access D). This reduces the impact of site traffic on the half-mile segment between Black Cat Road and the North-South Collector. ■ With intersection improvements, the segment is estimated to have a volume/capacity ratio of 1.13 under 2030 Total Traffic conditions. Capacity of the segment as a two-lane highway is estimated to be reached in approximately 2028 with approximately 79% (1,760,000) of the site developed. ■ Site traffic is estimated to account for approximately 25.3%and 14.2%of the 2030 critical peak hour directional traffic during the weekday AM and PM peak hours, respectively. I� 134 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations ■ On-Site Mitigations Needed for Access Alternatives 1 (East-West Collector Only Access) o Black Cat Road/Site Access A(East-West Collector): ■ Consider installation of an interim TWLTL segment on Black Cat Road to provide for a two-stage left-turn movement from the East-West Collector onto Black Cat Road. ■ Construct the following turn lanes: • Eastbound left-turn lane with 175 feet of storage with an additional 200 feet in the TWLTL on the East-West Collector(in addition to the eastbound through-right lane). The estimated 95th percentile queue for Access Alternative 1 at buildout will extend beyond Site Access C1 for brief periods in the PM peak hour.Therefore,the following additional widening is recommended Access Alternative 1: o Design for dual eastbound left-turn lanes with 175' of storage to be installed once Black Cat Road is widened to five lanes. This is not needed with future extension of the North-South Collector to Franklin Road and likely not needed with the future extension of the East-West Collector to McDermott Road. The East-West Collector intersection approach should be configured as follows (north to south): ■ Two westbound through lanes(assumes five-lane section). ■ Eastbound left-turn lane. ■ Eastbound 2nd left-turn lane (striped out until Black Cat Road is widened). ■ Eastbound through-right lane. • Northbound left-turn lane (100 feet of storage). • Southbound left-turn lane (required for signal operation only — 100 feet of storage) • Southbound right-turn lane (250 feet of storage). ■ Mitigation is estimated to be needed in approximately 2025 under Access Alternative 1 with 33% (731,000 SF) of the site developed. If a TWLTL is installed on Franklin Road at the intersection, mitigation is estimated to be needed in I� 135 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations approximately 2025-2026 under Access Alternative 1 with 44%(974,000 SF)of the site developed. ■ Site traffic is estimated to account for approximately 61.3%and 47.4%of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively for Access Alternative 1. o East-West Collector (Black Cat Road to Site Access C2): Construct as five lanes to meet ACHD segment volume policy. No additional turn lanes are required at Site Access C1 or C2 with five lanes. Note that the daily trips on the East-West Collector will exceed the ACHD policy threshold of 3,000 until a future extension of the collector system is made. o East-West Collector (Site Access C2 to North-South Collector): Construct per ACHD requirements. Only two lanes are needed to meet ACHD policy, but three lanes should be considered to accommodate future extension of both roadways. o East-West Collector/Site Accesses C1-C8: No turn lanes are warranted at the site accesses to the East-West Collector with implementation of recommendations for the East-West Collector between Black Cat Road and Site Access C2 above. ■ Access Alternative 2 (Site Access B and Site Access A) o Black Cat Road/Site Access A(East-West Collector): ■ Install a traffic signal and construct the following turn lanes: • Eastbound left-turn lane with 175 feet of striped storage (in addition to the eastbound through-right lane). • Northbound left-turn lane (100 feet of storage). • Southbound left-turn lane (required for signal operation only — 100 feet of storage). • Southbound right-turn lane (250 feet of storage). • Mitigation is estimated to be needed in approximately 2025-2026 under Access Alternative 2 with approximately 42% (930,000 SF) of the site developed. If a TWLTL is installed on Black Cat Road Franklin Road at the intersection, mitigation is estimated to be needed in approximately 2026 under Access Alternative 2 with approximately 61% (1,351,000 SF) of the site developed. • Site traffic is estimated to account for approximately 50.1% and 41.4% of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively for Access Alternative 2. I� 136 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations o Black Cat Road/Site Access B (Access Alternative 2 Only): ■ Construct the following turn lanes: • Short section of TWLTL to provide for two-stage left-turn movements from Site Access B and for northbound left-turning movements. • Southbound right-turn lane with 100 feet of storage (required based on unsignalized warrants) ■ Mitigation is estimated to be needed in approximately 2026-2027 under Access Alternative 2 with approximately 65% (1,439,000 SF) of the site developed. ■ Site traffic is estimated to account for approximately 52.8%and 44.4%of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively. o East-West Collector(Black Cat Road to Site Access Cl): Construct to five lanes to meet ACHD policy. o East-West Collector (Site Access C1 to Site Access C2): Construct to three lanes to meet ACHD policy. o East-West Collector (Site Access C2 to North-South Collector): Construct per ACHD requirements. Only two lanes are needed to meet ACHD policy, although three lanes should be considered to accommodate future extension of both roadways. o East-West Collector/Site Accesses C1-C8: No turn lanes are warranted at the site accesses to the East-West Collector with implementation of recommendations for the East-West Collector between Black Cat Road and Site Access C2 above. A❑Site Accesses Construct all accesses to the development with the following considerations: ■ All access driveways within the development should be constructed with one travel lane in each direction. ■ Site driveways with access to public streets should provide sufficient stacking distance for a minimum of two passenger vehicles or one truck (50 feet) to ensure acceptable operation and accommodate larger vehicles, including utility service and delivery vehicles. ■ Site accesses along Black Cat Road should match the existing grade or be higher at the intersection to ensure the best possible sight distance. ■ All accesses and internal streets should be designed to provide adequate intersection site distance and signing and building placements should be checked to ensure they do not interfere with intersection sight distance. ■ Site accesses are assumed to match the existing grade of the connected roadway at the intersection and back at least one car length. Significant changes to the approach grade could impact the sight distances. Iwr137 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations ■ Shrubbery, weeds, and landscaping near the internal intersections and site access points should be maintained to ensure adequate sight distance. ■ In areas where roadways are widened, care should be taken to ensure adequate grades and intersection sight distance is maintained. Year 2030 Total Traffic Mitigations— Mitigation Option 1: N-S Collector to Franklin Road The extension of the north-south collector to Franklin Road reduces traffic demand on Black Cat Road, Franklin Road between Black Cat Road and Site Access D (North South Collector), and on the East-West Collector. But it introduces a new intersection on Franklin Road that requires improvements to Franklin Road. The following mitigations are required under 2030 total traffic conditions with Mitigation Option 1. ■ Franklin Road/McDermott Road (Access Alternatives 1 & 2): Mitigation Option 1 does not change the results at this intersection. See previous section for recommendations. ■ Black Cat Road/Site Access A: o Access Alternative 1: Install a traffic signal with the following turn lanes: ■ Eastbound left-turn lane with approximately 175 feet of storage (in addition to eastbound through-right lane). ■ Northbound left-turn lane with 100 feet of storage. ■ Southbound left-turn lane (not required for traffic volumes). ■ Southbound right-turn lane with approximately 250 feet of storage. o Access Alternative 2: The following mitigations were identified: ■ Option 1 -TWLTL on Black Cat Road: • TWLTL on Black Cat Road with approximately 100 feet of storage each side of the intersection. • Eastbound left-turn lane with 175 feet of storage (in addition to eastbound through-right lane) • Southbound right-turn lane with a minimum of 100 feet of storage. Approximately 250 feet should be considered to accommodate a future signal if needed and large trucks. ■ Option 2 —Traffic Signal: Traffic Signal with the same turn lanes as listed above for Access Alternative 1. o The intersection was found to meet traffic signal warrants under both access alternatives and the signal spacing meets the ACHD policy of half-mile signal spacing for collector roadways on minor arterials. I� 138 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations o Mitigation is estimated to be needed in approximately 2027 under Access Alternative 1 with 55% (1,218,000 SF) of the site developed and 2028 under Access Alternative 2 with approximately 66% (1,461,000 SF) of the site developed. o With the addition of a TWLTL, mitigation is estimated to be needed in approximately 2029 with approximately 88% (1,948,000 SF) of the site developed under Access Alternative 1. The intersection operates acceptably through buildout under Access Alternative 2. o Site traffic is estimated to account for approximately 47.0% and 33.5% of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively, for Access Alternative 1 and 35.6% and 28.0% of the 2030 total peak hour traffic during the weekday AM and PM peak hours, respectively for Access Alternative 2. ■ Franklin Road/Site Access D (N-S Collector):The following mitigation options were identified: o Mitigation Option 1-Traffic signal (3X4): Install a traffic signal with the following lanes: ■ Second westbound through lane. ■ Northbound left-turn lane. ■ Eastbound right-turn lane. ■ The signal was still found to operation with a V/C ratio of 0.93 during the 2030 weekday PM peak hour which is above the ACHD policy of<_0.90. o Mitigation Option 2-Traffic signal (3X5): Install a traffic signal with the following lanes: ■ Second eastbound and westbound through lanes. ■ Northbound left-turn lane. ■ Eastbound right-turn lane. o Mitigation Option 3—Multi-lane Roundabout: Install a multi-Lane roundabout with two through lanes eastbound and westbound and single approach lanes northbound and southbound. o Mitigation is estimated to be needed in approximately 2024-2025 with approximately 25% (554,000 SF) of the site developed. o With the addition of a TWLTL on Franklin Road at the intersection, mitigation is estimated to be needed in approximately 2026 with approximately 50% (1,107,000 SF) of the site developed o Site traffic is estimated to account for approximately 21.8% and 15.6% of the 2030 total entering peak hour traffic during the weekday AM and PM peak hours, respectively. ■ Franklin Road (Black Cat Road to Site Access D): The segment constraint is at the intersections and therefore, with the improvement of the Franklin Road/Site Access D intersection, the segment can accommodate the traffic demand even though it will exceed ACHD policy thresholds. I� 139 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations o Site traffic is estimated to account for approximately 2.0% and 1.1% of the 2030 critical peak hour directional traffic during the weekday AM and PM peak hours, respectively. ■ Franklin Road (Site Access D to McDermott Road): Mitigation Option 1 does not change the results on this segment. The segment constraint is at the intersections and therefore, with the improvement of the Franklin Road/Site Access D intersection and the Franklin Road/McDermott Road intersection, the segment can accommodate the traffic demand even though it will exceed ACHD policy thresholds. o With intersection improvements, the segment is estimated to have a volume/capacity ratio of 1.13 under 2030 Total Traffic conditions. Capacity of the segment as a two-lane highway is estimated to be reached in approximately 2028 with approximately 79% (1,760,000) of the site developed. o Site traffic is estimated to account for approximately 25.3%and 14.2%of the 2030 critical peak hour directional traffic during the weekday AM and PM peak hours, respectively. ■ Black Cat Road (Site Access A to Franklin Road): While the addition of the Site Access D (North- South Collector) on Franklin Road reduces site traffic on Black Cat Road, the northbound movement in the weekday PM peak hour exceeds the ACHD peak hour volume threshold. Due to the lack of right-of-way for widening as an option to widening, improving the intersections at Site Access A and Site Access B will ensure the traffic demand is accommodated without widening to five lanes. o If widening is considered,widening is estimated to be needed in approximately 2028,with added project traffic, with approximately 69% (1,518,000 SF) of the site developed. o Site traffic is estimated to account for approximately 60.5%and 38.7%of the 2030 critical peak hour directional traffic volume during the weekday AM and PM peak hours, respectively. ■ All on-site study roadway segments along the East-West Collector (Site Access A) have projected traffic demands under the ACHD volume thresholds for a collector roadway with two lanes (one lane in each direction) under both access alternatives. Potential Mitigation Phasing Based on the incorporation of the North-South Collector extension into the Base Scenario with Access Alternative 2 (Site Access B) in order to reduce impacts of site traffic on Franklin Road and Black Cat Road the following phasing could be considered. ■ Phase 1- Initial Site Buildout: o Black Cat Road/Site Access A: Install as an unsignalized intersection with the following turn lanes: I140 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations ■ Two-way-left-turn lane on Black Cat Road that could be converted to northbound and southbound left-turn lanes if needed. ■ Southbound right-turn lane (see turn lane warrants analysis). ■ Eastbound left-turn lane. o Black Cat Road/Site Access B: Construct the site with Site Access B (Alternative 2) ■ Install a short section of two-way-left-turn lane on Black Cat Road. ■ Sign for no trucks or install as southbound right turn lane. East-West Collector: Construct the East-West Collector with three lanes between Black Cat Road and Site Access C1 to provide for left-turn lane storage at Black Cat Road. ■ Phase 2-Approximately 960,000 SF of Development(Black Cat Road Two-Lane Threshold): o Franklin Road/Site Access D(North South Collector): Extend the north-south collector to Franklin Road with the following improvements: ■ Option 1-Traffic signal: Install a traffic signal with the following additional lanes: • Eastbound and westbound left-turn lane lanes. • Second eastbound and westbound through lanes that taper down to the existing two lanes either side of the new intersection. • Northbound left-turn lane ■ Option 2 - Multi-lane Roundabout: Install a roundabout with two through lanes in the eastbound and westbound directions and single lane approaches northbound and southbound. o Franklin Road/McDermott Road TWLTL: Install a TWLTL section on Franklin Road at McDermott Road intersection. ■ Phase 3-Approximately 1.5-2.0 Million SF of Development: o Black Cat Road/Site Access A (East-West Collector): Evaluate the Site Access A intersection and signalize the intersection, if necessary. This approach to phasing improvements provides intersection improvements that allow Franklin Road to accommodate traffic demand through approximately 2028(approximately 74%of the site developed and occupied) and allows Black Cat Road to accommodate the entire development. Even though both roadways will have volumes that exceed ACHD policy, traffic flow will still occur due to the intersections 141 Kittelson&Associates,Inc. Black Cat Industrial Development TIS March 2022 Findings and Recommendations operating acceptably. Given the ACHD CIP has Franklin Road widening in the 2026-2030 timeframe, this phasing could result in Franklin Road being widened at about the time it is estimated to reach capacity in approximately 2028, therefore accommodating full site development. IZ142 Kittelson&Associates,Inc. Section 7 References Black Cat Industrial Development TIS March 2022 References REFERENCES 1. Ada County Highway District. Policy Manual Section 7106. December 16, 2020. 2. Idaho Transportation Department. IDAPA 39.03.43. Rules Governing Highway Right-of-Way Encroachment Rights-of-Way. 2014. 3. Transportation Research Board. Highway Capacity Manual, 6th Edition. April 2016. 4. Ada County Highway District.ACHD 2020 Capital Improvements Plan. August 19, 2020. 5. Transportation Research Board. Highway Capacity Manual2000. 2000. 6. Federal Highway Administration. Manual on Uniform Traffic Control Devices, 2009 Edition, Washington D.C.,June 2012. 7. Community Planning Association of Southwest Idaho. 2040 Functional Classification Map for Ada County and Canyon County. Approved January 28, 2013. Map background updated July 2019. 8. Valley Regional Transit. Valley Connect 2.0. April 2, 2018. 9. Ada County Highway District. Integrated Five Year Work Plan, September 23, 2020. 10. Ada County Highway District. Draft 2022-2026 Integrated Five Year Work Plan, Viewed Online, December 2021. 11. Idaho Transportation Department. Idaho's Statewide Transportation Improvement Program. January 2016. 12. National Cooperative Highway Research Program. NCHRP 755:Analytical Travel Forecasting Approaches for Project-Level Planning and Design. 2014. 13. Ada County Highway District.Ada County Master Street Map. Amended May 16, 2018. 14. HDR and the City of Meridian, Ten Mile Interchange Specific Area Plan,A Strategy to Enhance Meridian's Prosperity, City of Meridian, Idaho, Adopted June 2007 15. Institute of Transportation Engineers. Trip Generation Manual, 10th Edition. September 2017. 16. American Association of State Highway and Transportation Officials (AASHTO). A Policy on Geometric Design of Highways and Streets, 6th Edition. 2011. 144 Kittelson&Associates,Inc. Appendix A Proposed Scope of Work Memorandum K I TT E LS O N 101 S CAPITOL BOULEVARD,SUITE 301 & ASSOCIATES P0ISE 208.3 826832 F 208.338.2685 MEMORANDUM Date: September 29, 2021 Project#: 26745 To: Paige Bankhead -Ada County Highway District (ACHD) Regan Hansen— Idaho Transportation Department (ITD) From: John Ringert, PE Project: Black Cat Industrial Park— Meridian, Idaho Subject: Proposed Scope of Work for the Transportation Impact Analysis This memorandum documents the scope and summarizes the assumptions for the transportation impact study (TIS) for the proposed Black Cat Industrial Park. This project is located on the southwest corner of the Black Cat Road / Franklin Road intersection within the City of Meridian area of impact (Reference 1). The development will be annexed into the City of Meridian. Figure 1 shows the site vicinity and project boundaries. The information presented in this memorandum was developed based on conversations with AT Industrial, information prepared for the project by COMPASS, discussions with Ada County Highway District (ACHD) staff and our knowledge of ACHD and Idaho Transportation Department (ITD) policies. This memorandum addresses the following items: ■ Project Description ■ Estimated Trip Generation and Distribution ■ Analysis Scenarios and Study Assumptions ■ Analysis Tools PROJECT DESCRIPTION The Black Cat Industrial Park is located on the west side of Black Cat Road approximately% mile south of Franklin Road.The proposed site is currently vacant farmland.The development will be annexed into the City of Meridian. The development plan proposes to build approximately 2,214,000 square feet of industrial park uses. Figure 2 illustrates the proposed development site plan. FILENAME. H.126126745-MERIDIAN BLACK CAT INDUSTRIAL PROJECTI REPORTI SCOPING MEM0126745 BLACK CAT INDUSTRIAL PROJECT TIS SCOPING MEMO-FOR SUBMITTAL-UPDATED.DOCX Black Cat Industrial Development TIS September 2021 N Frankld 0 T� m U 0 � U (1S O CO E N 0 B, U SITE A, 84 F; s� as zo—ze o' 84 SITE e 69 J 0 ADA COUNTY m a 'cg �- Study Intersections (Off-Site) Site Vicinity Map Figure Study Roadways (Off-Site) Meridian, Idaho 1 U IZ11 KITTELSON X &ASSOCIATES Black Cat Industrial Development TIS September 2021 6 � C8 T— -TT 77 Ll - - - I� E O C7 �' Y - - C2 - - �.L l - --i� - �G H• r` - I i I I - — .T F _. — _ - J d _ ., 3rtE PLAN-9CkEA�-0B �- - -_ --- - 61 e. Black Cat Industrial Septa,2021 a industrial V Proposed Site Plan Figure 0 �- Site Access Study Intersections Meridian, Idaho 2 RECEIVED FROM:BORGES ARCHITECTURAL GROUP JWP KITTELSON N &ASSOCIATES Black Cat Industrial Park—Meridian,Idaho Project#:26745 September 29,2021 Page 4 Access to the development is proposed via the following accesses: • Site Access A(Collector)/ Black Cat Road (Unsignalized Full Access—Possible Future Signal) o Approximately 2,630' South of Franklin Road • Site Access B/ Franklin Road (Unsignalized Full Access—May be Temporary) o Approximately 1,200 north of Site Access A o May Be Temporary Until Collector is Extended o Studies with and without this access. • Site Access on New Collector Streets o Cl: Approximately 440' west of Black Cat Road o C2: Approximately 610' west of Site Access C1 o C3: Approximately 575' west of Site Access C2 o C4: Approximately 510' west of Site Access C3 o C5: Approximately 545' west of Site Access C4 and 100' East of the proposed North- South Collector o C6: North-South Collector/ East West Collector o C7: Approximately 240' north of East-West Collector o C8: Approximately 540' north of Site Access C7 ESTIMATED TRIP GENERATION AND DISTRIBUTION The projected weekday daily,a.m.and p.m. peak hourvehicle trips for the proposed development were estimated based on the Trip Generation Manual, 101h Edition (Reference 2). Table 1 summarizes the estimated trip generation for the proposed Ten Mile Mixed Use Development. Table 1. Proposed Trip Generation Weekday AM Peak Hour Weekday PM Peak Hour Land Use ITE Code Units Daily Trips Total In Out Total in Out Industrial Park 130 2,214,000 SF 4,700 886 717 169 886 186 700 Total Net New Trips 4,700 886 717 169 886 186 700 As shown in Table 1, the proposed Ten Mile Mixed-Use Development is estimated to generate a total of 4,700 daily net new trip ends, of these, 886 are estimated to occur in the weekday a.m. peak hour (717 inbound / 169 outbound), and 886 are estimated to occur in the weekday p.m. peak hour (186 inbound/700 outbound). Trip Distribution The distribution of site generated trips onto the roadway system was based on the area of impact model runs by COMPASS, review of the roadway system, and knowledge of travel patterns the area. The proposed distribution is shown in Figure 3. Kittelson&Associates,Inc. Boise,Idaho Black Cat Industrial TIS September 2021 N ,o o - N o � 30/o \ i=• Franklin Road U S. A �f B o I 84 clz Only Included for Showing Site Traffic to EB I-84 3 �i z F U m Q �- Study Intersections Figure & Site Accesses Proposed Site Trip Distribution !m!Trip Distribution Percentage Meridian, Idahoaho 3 IV/'1 KITTELSON N &ASSOCIATES Black Cat Industrial Park—Meridian,Idaho Project#:26745 September 29,2021 Page 6 ANALYSIS SCENARIOS & STUDY ASSUMPTIONS The proposed TIS assumptions for the analysis include: ■ Study Years: o Existing traffic conditions (Year 2021) o Buildout year (Year 2030) background traffic conditions (includes regional growth and in-process developments but no site development traffic) o Buildout year (Year 2030) total traffic conditions (includes background traffic volumes plus site-generated trips from the proposed development) ■ Time Periods: o Weekday a.m. Peak Hour (7-9 AM) o Weekday p.m. Peak Hour (4-6 PM) ■ Study Intersections: o Black Cat Road/ Franklin Road (Signal) o Franklin/ McDermott Road (Two-Way Stop-Controlled) o All Site Access Points (Two on Franklin & Internal Collector Intersections) ■ ITD Intersections for Trip Accounting o Ten Mile Road/1-84 On/Off Ramps (Signalized Single Point Interchange) — Site generated trips only for southbound left-turn movement. ■ Roadway Segments: o Franklin Road (West of Black Cat Road between Black Cat Road and McDermott Road)(New Count—ACHD Count 12/2018) o Black Cat Road (Between Site Access A and Franklin Road) (New Count — ACHD Count 7/2020) o Internal collector roadways (east-west collector and portion of future north-south collector. ■ Data Collection: o Turning movement counts will be collected during a typical midweek (Tuesday through Thursday)AM peak period (7:00 AM to 9:00 AM) and PM peak period (4:00 PM to 6:00 PM). o For crash data, KAI will obtain historical crash data from ITD for the last 5 years on record. ■ Background Growth Rate and In-Process Developments: Kittelson&Associates,Inc. Boise,Idaho Black Cat Industrial Park—Meridian,Idaho Project#:26745 September 29,2021 Page 7 o Growth Rate: The COMPASS modeling indicates an average compounded growth rate of approximately 3%-5% per year on Black Cat Road, approximately 4% on Franklin Road east of Black Cat Road and 7% on Franklin Road between Black Cat Road and McDermott Road in 2020-2025 which increases to 14% from 2025-2030 and then reduces to 2% between 2030 and 2035. The high growth rate between 2025 and 2030 is likely due to completion of the new SH-16 interchange at Franklin Road and at 1-84. Due to the changes in travel patterns that will cause some turning movement to change significantly as compared to others due to the new SH-16 interchange, we propose the following: ■ Franklin Road / McDermott Road: Utilize the 2030 projections at the interchange from the SH-16 design (shown below)for the 2030 volumes on Franklin Road (also shown below) and utilize the traffic projections from COMPASS for this project (without site traffic) to develop 2030 turning movement forecasts. Exhibits 1 and 2 show the SH-16 2030 projections as well as the COMPASS area of influence area. NQRTHi OWN0IDAHO16+FRANKLINRD JVeerday A.M Reak Hoar WPrkdaY PIV Perk Ili itl, M 10 r"{II: *ICI ( jai. a . i,ice 12i}i� ff Exhibit 1. SH-16 2030 Peak Hour Turning Movement Forecasts at NB Exhibit 2. COMPASS 2030 Model Ramp Intersection Projections(Without Project) ■ Franklin Road / Black Cat Road: Utilize the NCHRP 255 /765 procedure to estimate the future 2030 turning movements.This process uses the existing traffic volumes, base year (2020 or 2021) model forecast and 2030 model forecast to develop 2030 estimated turning movement volumes. • If volumes do not show an increase in the range of 4%-6% per year, we will contact ACHD to discuss alternatives for estimating the future volumes. ■ Volumes at the site access locations will utilized the resulting volumes on Black Cat Road from the Franklin Road/ Black Cat Road intersection. o In Process Development: There a number of developments along Ten Mile Road that have been approved as well as an Amazon fulfillment center on the southwest corner of Franklin Road & Star Road. It is our understanding that each of these Kittelson&Associates,Inc. Boise,Idaho Black Cat Industrial Park—Meridian,Idaho Project#:26745 September 29,2021 Page 8 developments is included in the COMPASS modeling and therefore do not need to be added separately as in-process development. Kittelson requests that ACHD provide information in the response to this scope to confirm if any background developments should be included in the TIS (in addition to the normal background development growth included in the growth rate) as well as the approved traffic impacts studies for the developments. ■ Access Spacing& Needs o Access locations will be evaluated with respect to ACHD policy and spacing requirements. o The need for traffic control and turn lanes will also be evaluated at each site access. ■ Planned Transportation Improvements: o Based on our review of ACHD's Capital Improvement Plan adopted in August 2020 (CIP, Reference 4), there following projects planned in the study area: ■ Within Study Horizon Year • Franklin Road (Black Cat Road to McDermott Road): CIP RD2020-580 —Widen Franklin Road to 5 Lanes (2026-2030) ■ Beyond Study Horizon Year • Black Cat Road (Franklin Road to Overland Road): CIP RD2020-170— Reconstruct/widen to 5 lanes (2036-2040) o Neither of these projects will be assumed in 2030 analysis but will be referenced in the mitigations if necessary. o Based on our review of ACHD's Integrated Five Year Work Plan (IFYWP, Reference 5), no projects are planned in the study area. ■ Threshold Analysis: o For mitigations not required under existing conditions,thresholds will be estimated with respect to the number of peak hour trips (total entering volume at intersections and directional link volumes for segments) and square footage of development if applicable under total traffic conditions. ANALYSIS TOOLS AND OPERATING STANDARDS The intersection operational analysis will be performed using the Highway Capacity Manual(HCM), 61h Edition analysis procedures (Reference 6). To ensure that this analysis is based on a reasonable worst- case scenario,the peak 15-minute flow rate during the weekday a.m. and p.m. peak hours will be used in the evaluation of all intersection level-of-service (LOS) and volume-to-capacity (V/C) ratios. The signalized and stop-controlled intersection operations analyses will be completed using Synchro 10 Kittelson&Associates,Inc. Boise,Idaho Black Cat Industrial Park—Meridian,Idaho Project#:26745 September 29,2021 Page 9 software, and if needed for supplemental analysis, HCS 7 software (version 7.40). For signalized intersection overall V/C ratios, the HCM 2000 procedure will be used because the HCM 6th Edition procedure does not produce an intersection overall V/C ratio. Roundabout intersection operations analyses will be completed using Sidra 7. The analysis will be performed in accordance with the methodologies stated in Section 7106.6 of the ACHD Policy Manual (Reference 7) and include consideration of separate left-and right-turn lanes as well as queuing impacts. Intersection and segment level-of-service will be reported per ACHD thresholds. ACHD requires that signalized intersections operate at a minimum of LOS"E"for Principal Arterials and Minor Arterials and LOS "D"for Collectors.All unsignalized intersections that have a projected LOS "D" or worse shall be evaluated to determine if a signal or roundabout is warranted. The acceptable volume-to-capacity ratio for signalized intersections is 0.90 for the overall intersection and 1.00 for each lane group. The acceptable volume-to-capacity ratio is 1.00 for the critical lane group at unsignalized intersections. NEXT STEPS We request ACHD review this scoping memo and provide a response on the assumptions so that we can move forward with the study. Please contact John Ringert (208.472.9802 or jringert@kittelson.com) if any questions or comments on the information presented in this memorandum. Kittelson&Associates,Inc. Boise,Idaho Black Cat Industrial Park—Meridian,Idaho Project#:26745 September 29,2021 Page 10 REFERENCES 1. Meridian, Idaho. Current Zoning Map. 2. Institute of Transportation Engineers. Trip Generation Manual, 101h Edition. September 2017. 3. Institute of Transportation Engineers. Trip Generation Handbook 3rd Edition. September 2017. 4. Ada County Highway District. Capital Improvements Plan. Published August 19, 2020. 5. Ada County Highway District. Five Year Integrated Work Plan 2020-2024. September 25, 2019. 6. Transportation Research Board. Highway Capacity Manual 6th Edition. Washington D.C. 2015. 7. Ada County Highway District. Policy Manual. 2010. Kittelson&Associates,Inc. Boise,Idaho John Ringert From: Paige Bankhead <pbankhead@achdidaho.org> Sent: Thursday, September 30, 2021 10:12 AM To: John Ringert Cc: Regan Hansen; Sarah Arjona; Mindy Wallace;Justin Price Subject: RE: Black Cat Road Industrial Development - TIS Scoping Memo Hi John, Thank you! This is acceptable. Paige Bankhead, E.I. Assistant Traffic Engineer Ada County Highway District Development Services 1301 N. Orchard St. Ste. 200 Phone: (208) 387-6293 r'14a" 1/��M nwtC�•�0 �C:A•z{<• From:John Ringert<JRINGERT@kittelson.com> Sent: Wednesday, September 29, 2021 11:41 AM To: Paige Bankhead <pbankhead@achdidaho.org> Cc: Regan Hansen <Regan.Hansen@itd.idaho.gov>; Sarah Arjona <Sarah.Arjona@itd.idaho.gov>; Mindy Wallace <MwaIlace@achdidaho.org>;Justin Price <Justin.Price@itd.idaho.gov> Subject: RE: Black Cat Road Industrial Development-TIS Scoping Memo CAUTION:This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Hi Paige, I updated the scoping memo with the change to the distribution and noting in the segment section that we will be collecting new counts on those segments. Thanks, John John F.Ringert,P.E. Senior Principal Engineer Kittelson&Associates,Inc. 1 101 South Capitol Boulevard,Suite 600 Boise,Idaho 83702 www.kittelson.com j r i n a e rt(�k i tte I s o n.co m 208.472.9802(direct) 208.863.0201 (cell) 208.338.2685 (fax) From:John Ringert Sent: Monday, September 20, 2021 3:28 PM To: Paige Bankhead <pbankhead@achdidaho.org> Cc: Regan Hansen <Regan.Hansen@itd.idaho.gov>; Sarah Arjona <Sarah.Arjona@itd.idaho.gov>; Mindy Wallace <MwaIlace@achdidaho.org>;Justin Price<Justin.Price@itd.idaho.gov> Subject: Re: Black Cat Road Industrial Development-TIS Scoping Memo Hi Paige, I agree that percentage seems too high.We will adjust that to15%. We were planning on getting segment counts. Thanks! John Sent from my iPhone On Sep 17, 2021,at 1:27 PM, Paige Bankhead<pbankhead@achdidaho.org>wrote: Hi John, Thanks for your patience on this. Have a couple comments: • The 30%distribution to the south seems high. We recommend 10%-15%to the south. • Data collection should also include road segment counts if existing counts are over 1 year old. Please let me know if you have any questions. Thanks! Paige Bankhead, E.I. Assistant Traffic Engineer Ada County Highway District Development Services 1301 N. Orchard St. Ste. 200 Phone: (208) 387-6293 <image001.jpg> 2 From:John Ringert<JRINGERT@kittelson.com> Sent: Wednesday, September 8, 2021 12:37 PM To: Paige Bankhead <pbankhead@achdidaho.org>; Regan Hansen <Regan.Hansen@itd.idaho.gov> Cc: Sarah Arjona <Sarah.Arjona@itd.idaho.gov>; Mindy Wallace<Mwallace@achdidaho.org>;Justin Price<Justin.Price@itd.idaho.gov> Subject: Black Cat Road Industrial Development-TIS Scoping Memo CAUTION:This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Hi Paige & Regan, Attached is the TIS scoping memo for the Black Cat Road Industrial Development. Please review the memo and email or call me with any comments. Also please respond if the proposed approach in the scoping memo looks acceptable. Thanks, John John F.Ringert,P.E. Senior Principal Engineer Kittelson&Associates,Inc. 101 South Capitol Boulevard,Suite 600 Boise,Idaho 83702 www.kittelson.com j r i nae rtCG�kitte I son.com 208.472.9802(direct) 208.863.0201 (cell) 208.338.2685 (fax) 3 John Ringert From: Mindy Wallace <Mwallace@achdidaho.org> Sent: Monday, October 18, 2021 3:32 PM To: John Ringert; Paige Bankhead Cc: Regan Hansen; Sarah Arjona;Justin Price Subject: RE: Black Cat Road Industrial Development - TIS Scoping Memo Hi John, We are not aware of the Epic project but are with very familiar with Meridian 118. I agree that you do not need to add either development in addition to the background traffic, as the land uses in Meridian's TMISAP should already be included in COMPASS model. Mindy Mindy Wallace,AICP Planning Review Supervisor Development Services 208-387-6178 From:John Ringert<JRINGERT@kittelson.com> Sent: Monday, October 18, 2021 3:24 PM To: Paige Bankhead <pbankhead@achdidaho.org> Cc: Regan Hansen <Regan.Hansen@itd.idaho.gov>; Sarah Arjona <Sarah.Arjona@itd.idaho.gov>; Mindy Wallace <Mwallace@achdidaho.org>;Justin Price<Justin.Price@itd.idaho.gov> Subject: RE: Black Cat Road Industrial Development-TIS Scoping Memo CAUTION:This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Hi Paige, During a recent call with the project team regarding the AT industrial development proposed off Black Cat Road, Sawtooth Development mentioned two nearby developments that I was not aware of. The first is called the "Epic" development which is north of the site on one of the those narrow parcels on Franklin Road. The other is the Meridian 118 development which is in the Ten Mile Plan are between Ten Mile and Black Cat. Snips of the locations are shown blow. Given we are going to be using COMPASS 2030 projections to determine background traffic in 2030, 1 don't think there is a specific reason to include those development separately as additional background development, but wanted to check with you since you probably know more than I do about those developments. Thanks, John 1 Epic , Development of �r t6E 18 ,QOO F of Light Indu tra l . w I _ Meridian 118 Development MC. � CIMC MH D R MHOR 1i1 awn t 2 John F.Ringert,P.E. Senior Principal Engineer Kittelson&Associates,Inc. 101 South Capitol Boulevard,Suite 600 Boise,Idaho 83702 www.kittelson.com j rina ertCa�kittelson.com 208.472.9802(direct) 208.863.0201 (cell) 208.338.2685 (fax) From: Paige Bankhead <pbankhead@achdidaho.org> Sent:Thursday, September 30, 2021 10:12 AM To:John Ringert<JRINGERT@kittelson.com> Cc: Regan Hansen <Regan.Hansen@itd.idaho.gov>; Sarah Arjona <Sarah.Ariona@itd.idaho.gov>; Mindy Wallace <MwaIlace@achdidaho.org>;Justin Price<Justin.Price@itd.idaho.gov> Subject: RE: Black Cat Road Industrial Development-TIS Scoping Memo Hi John, Thank you! This is acceptable. Paige Bankhead, E.I. Assistant Traffic Engineer Ada County Highway District Development Services 1301 N. Orchard St. Ste. 200 Phone: (208) 387-6293 .00, AC H12 C1111r `aWto 540�11* From:John Ringert<JRINGERT@kittelson.com> Sent: Wednesday, September 29, 2021 11:41 AM To: Paige Bankhead <pbankhead@achdidaho.org> Cc: Regan Hansen <Regan.Hansen@itd.idaho.gov>; Sarah Arjona <Sarah.Ariona@itd.idaho.gov>; Mindy Wallace <Mwallace@achdidaho.org>;Justin Price<Justin.Price@itd.idaho.gov> Subject: RE: Black Cat Road Industrial Development-TIS Scoping Memo CAUTION:This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Hi Paige, I updated the scoping memo with the change to the distribution and noting in the segment section that we will be collecting new counts on those segments. Thanks, 3 John John F.Ringert,P.E. Senior Principal Engineer Kittelson&Associates,Inc. 101 South Capitol Boulevard,Suite 600 Boise,Idaho 83702 www.kittelson.com j r i nae rt(�kitte I son.com 208.472.9802(direct) 208.863.0201 (cell) 208.338.2685 (fax) From:John Ringert Sent: Monday, September 20, 2021 3:28 PM To: Paige Bankhead <pbankhead@achdidaho.org> Cc: Regan Hansen <Regan.Hansen@itd.idaho.gov>; Sarah Arjona <Sarah.Ariona@itd.idaho.gov>; Mindy Wallace <Mwallace@achdidaho.org>;Justin Price <Justin.Price@itd.idaho.gov> Subject: Re: Black Cat Road Industrial Development-TIS Scoping Memo Hi Paige, I agree that percentage seems too high.We will adjust that to15%. We were planning on getting segment counts. Thanks! John Sent from my iPhone On Sep 17,2021,at 1:27 PM, Paige Bankhead<pbankhead@achdidaho.org>wrote: Hi John, Thanks for your patience on this. Have a couple comments: • The 30%distribution to the south seems high. We recommend 10%-15%to the south. • Data collection should also include road segment counts if existing counts are over 1 year old. Please let me know if you have any questions. Thanks! Paige Bankhead, E.I. Assistant Traffic Engineer Ada County Highway District Development Services 1301 N. Orchard St. Ste. 200 Phone: (208) 387-6293 4 <image001.jpg> From:John Ringert<JRINGERT@kittelson.com> Sent: Wednesday, September 8, 2021 12:37 PM To: Paige Bankhead <pbankhead@achdidaho.org>; Regan Hansen <Regan.Hansen@itd.idaho.gov> Cc: Sarah Arjona <Sarah.Arlona@itd.idaho.gov>; Mindy Wallace<Mwallace@achdidaho.org>;Justin Price<Justin.Price@itd.idaho.gov> Subject: Black Cat Road Industrial Development-TIS Scoping Memo CAUTION:This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Hi Paige & Regan, Attached is the TIS scoping memo for the Black Cat Road Industrial Development. Please review the memo and email or call me with any comments. Also please respond if the proposed approach in the scoping memo looks acceptable. Thanks, John John F.Ringert,P.E. Senior Principal Engineer Kittelson&Associates,Inc. 101 South Capitol Boulevard,Suite 600 Boise,Idaho 83702 www.kittelson.com j r i nae rtCa)kitte Ison.com 208.472.9802(direct) 208.863.0201 (cell) 208.338.2685 (fax) 5 John Ringert From: Regan Hansen <Regan.Hansen@itd.idaho.gov> Sent: Wednesday, September 8, 2021 5:02 PM To: John Ringert; Paige Bankhead Cc: Sarah Arjona; Mindy Wallace; Justin Price Subject: RE: [EXTERNAL] Black Cat Road Industrial Development - TIS Scoping Memo John, This looks acceptable to ITD. Thank you, Regan Hansen, P.E. Traffic Signal Engineer District 3 Traffic Section Idaho Transportation Department P: 208-332-7170 1 E: Regan.Hansen@itd.idaho.gov From:John Ringert<JRINGERT@kittelson.com> Sent: Wednesday, September 8, 2021 12:37 PM To: Paige Bankhead <pbankhead@achdidaho.org>; Regan Hansen <Regan.Hansen@itd.idaho.gov> Cc: Sarah Arjona <Sarah.Arjona@itd.idaho.gov>; Mindy Wallace<Mwallace@achdidaho.org>;Justin Price <Justin.Price@itd.idaho.gov> Subject: [EXTERNAL] Black Cat Road Industrial Development-TIS Scoping Memo --- This email is from an external sender. Be cautious and DO NOT open links or attachments if the sender is unknown. --- Hi Paige & Regan, Attached is the TIS scoping memo for the Black Cat Road Industrial Development. Please review the memo and email or call me with any comments. Also please respond if the proposed approach in the scoping memo looks acceptable. Thanks, John John F.Ringert,P.E. Senior Principal Engineer Kittelson&Associates,Inc. 101 South Capitol Boulevard,Suite 600 Boise,Idaho 83702 www.kittelson.com j r i nae rtCG�kitte I son.com 208.472.9802(direct) 1 208.863.0201 (cell) 208.338.2685 (fax) 2 Appendix B Signal Timing Sheets m U Y U (OIL 8 or H) m (FYA) 00 4 7 Ped. Phase 2 2 v m m m 5 (FYA) (OIL 6 or F) (O/L 2 or B) (FYA) 1 a a -a a a 6 Franklin Ped. Phase 6 7 F r----------------------1 s $ IACHD Standard Phasing 0 (FYA) 0 0 (014orD) loDiagram i.----------------------i FYA 2 FYA 4 Ring 1 FYA 6 FYA $ Ring 2 Location: Franklin&Black Cat (#448) PhasingDiagram Fra n klinAnd BlackCatDiag ram l 0092017 Rev.-05292003MB Controller Database Timing SheetACHI n=[wQrQgwnff-.I Station: 8448 - Franklin & Black Cat - Scout ( Standard-11/17/2020 10:57:56 AM) Type: Scout Ethernet v85.1.68+ Firmware: 85.01e Created By: NTDomain\mboydstu Modified By: Reviewed By: n Phase Times and Options(1.1.1/1.1.2/1.1.4) 1 2 3 4 5 6 7 8 Table - 1 MIN GRN 5 10 5 10 5 10 5 10 Gap Ext 2 2 2 3 2 2 3 3 MAX 1 20 50 20 30 20 50 30 30 Max 30 50 30 50 30 50 30 50 Yel Or 4 5 4 5 4 5 4 5 Red Or 2 1 2 1.5 2 1 2 1.5 Walk 0 5 0 5 0 5 0 5 Ped Or 0 25 0 32 0 30 0 32 Red Revt 0 0 0 0 0 0 0 0 Add Init 0 0 0 0 0 0 0 0 Max Init 0 0 0 0 0 0 0 0 Gap Reduce Time B4 0 0 0 0 0 0 0 0 Gap Reduce Cars B4 0 0 0 0 0 0 0 0 Reduce Gap Reduce Time To 0 0 0 0 0 0 0 0 Gap Reduce ReduceBy 0 0 0 0 0 0 0 0 Gap Reduce Min Gap 0 0 0 0 0 0 0 0 DyMaxLim 0 0 0 0 0 0 0 0 Max Step 0 0 0 0 0 0 0 0 Enable P X X X X X X X X Min Recall X X Max Recall Ped Recall Soft Recall Lock Calls 8448 1/25 11/22/2021 1:27:49 PM Phase Times and Options(1.1.1/1.1.2/1.1.4) 1 2 3 4 5 6 7 8 Auto Flash Entry X X Auto Flash Exit X X Dual Entry X X X X Enable Simul Gap X X X X X X X X Guarantd Passage Rest In Walk Condit'I Service Non-Actuated 1 Non-Actuated 2 Added Init Calc S S S S S S S S Hold to Max Ring 1 1 1 1 2 2 2 2 Startup RED WALK RED RED RED WALK RED RED C 1 5 5 7 7 1 1 3 3 C 2 6 6 8 8 2 2 4 4 C 3 0 0 0 0 0 0 0 0 C 4 0 0 0 0 0 0 0 0 C 5 0 0 0 0 0 0 0 0 C 6 0 0 0 0 0 0 0 0 C 7 0 0 0 0 0 0 0 0 C 8 0 0 0 0 0 0 0 0 C 9 0 0 0 0 0 0 0 0 C 10 0 0 0 0 0 0 0 0 C 11 0 0 0 0 0 0 0 0 C 12 0 0 0 0 0 0 0 0 C 13 0 0 0 0 0 0 0 0 C 14 0 0 0 0 0 0 0 0 C 15 0 0 0 0 0 0 0 0 C 16 0 0 0 0 0 0 0 0 C17 0 0 0 0 0 0 0 0 C 18 0 0 0 0 0 0 0 0 C 19 0 0 0 0 0 0 0 0 C 20 0 0 0 0 0 0 0 0 C21 0 0 0 0 0 0 0 0 C 22 0 0 0 0 0 0 0 0 C 23 0 0 0 0 0 0 0 0 8448 2/25 11/22/2021 1:27:49 PM Phase Times and Options(1.1.1/1.1.2/1.1.4) 1 2 3 4 5 6 7 8 C 24 0 0 0 0 0 0 0 0 C 25 0 0 0 0 0 0 0 0 C 26 0 0 0 0 0 0 0 0 C 27 0 0 0 0 0 0 0 0 C 28 0 0 0 0 0 0 0 0 C 29 0 0 0 0 0 0 0 0 C 30 0 0 0 0 0 0 0 0 C31 0 0 0 0 0 0 0 0 C 32 0 0 0 0 0 0 0 0 8448 3/25 11/22/2021 1:27:49 PM Ring Sequences(1.2.4) 1 2 3 4 Table - 1 1 1 5 0 0 2 2 6 0 0 3 3 7 0 0 4 4 8 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 2 1 1 1 1 6 0 0 2 1 2 1 5 0 0 8448 4/25 11/22/2021 1:27:49 PM Ring Sequences(1.2.4) 1 2 3 4 3 3 7 0 0 4 4 8 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 3 1 2 5 0 0 2 1 6 0 0 3 3 7 0 0 4 4 8 0 0 5 0 0 0 0 8448 5/25 11/22/2021 1:27:49 PM Ring Sequences(1.2.4) 1 2 3 4 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 4 1 2 6 0 0 2 1 5 0 0 3 3 7 0 0 4 4 8 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 8448 6/25 11/22/2021 1:27:49 PM Ring Sequences(1.2.4) 1 2 3 4 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 5 1 1 5 0 0 2 2 6 0 0 3 3 8 0 0 4 4 7 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 8448 7/25 11/22/2021 1:27:49 PM Ring Sequences(1.2.4) 1 2 3 4 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 6 1 1 6 0 0 2 2 5 0 0 3 3 8 0 0 4 4 7 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 8448 8/25 11/22/2021 1:27:49 PM Ring Sequences(1.2.4) 1 2 3 4 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 7 1 2 5 0 0 2 1 6 0 0 3 3 8 0 0 4 4 7 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 8448 9/25 11/22/2021 1:27:49 PM Ring Sequences(1.2.4) 1 2 3 4 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 8 1 2 6 0 0 2 1 5 0 0 3 3 8 0 0 4 4 7 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 8448 10/25 11/22/2021 1:27:49 PM Ring Sequences(1.2.4) 1 2 3 4 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 9 1 1 5 0 0 2 2 6 0 0 3 4 7 0 0 4 3 8 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 8448 11/25 11/22/2021 1:27:49 PM Ring Sequences(1.2.4) 1 2 3 4 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 10 1 1 6 0 0 2 2 5 0 0 3 4 7 0 0 4 3 8 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 8448 12/25 11/22/2021 1:27:49 PM Ring Sequences(1.2.4) 1 2 3 4 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 11 1 2 5 0 0 2 1 6 0 0 3 4 7 0 0 4 3 8 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 8448 13/25 11/22/2021 1:27:49 PM Ring Sequences(1.2.4) 1 2 3 4 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 12 1 2 6 0 0 2 1 5 0 0 3 4 7 0 0 4 3 8 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 8448 14/25 11/22/2021 1:27:49 PM Ring Sequences(1.2.4) 1 2 3 4 Table - 13 1 1 5 0 0 2 2 6 0 0 3 4 8 0 0 4 3 7 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 14 1 1 1 1 6 0 0 2 1 2 1 5 0 0 8448 15/25 11/22/2021 1:27:49 PM Ring Sequences(1.2.4) 1 2 3 4 3 4 8 0 0 4 3 7 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 15 1 2 5 0 0 2 1 6 0 0 3 4 8 0 0 4 3 7 0 0 5 0 0 0 0 8448 16/25 11/22/2021 1:27:49 PM Ring Sequences(1.2.4) 1 2 3 4 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 16 1 2 6 0 0 2 1 5 0 0 3 4 8 0 0 4 3 7 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 8448 17/25 11/22/2021 1:27:49 PM Ring Sequences(1.2.4) 1 2 3 4 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 1 0 1 0 1 0 1 0 Patterns(2.4) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Table - 1 Cycle 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 Offset 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 seqnc 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8448 18/25 11/22/2021 1:27:49 PM Splits Expanded(2.7.X.1) 1 2 3 4 5 6 7 8 Table - 1 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 2 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 3 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 4 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 5 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 6 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 7 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 8 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 9 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 10 8448 19/25 11/22/2021 1:27:49 PM Splits Expanded(2.7.X.1) 1 2 3 4 5 6 7 8 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 11 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 12 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 13 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 14 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 15 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 16 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 17 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 18 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 19 dime I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 8448 20/25 11/22/2021 1:27:49 PM Splits Expanded(2.7.X.1) 1 2 3 4 5 6 7 8 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 20 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 21 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 22 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 23 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 24 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON Table - 25 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NVD NVD NVD NVD NVD NVD NVD NVD Table - 26 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NVD NVD NVD NVD NVD NVD NVD NVD Table - 27 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NVD NVD NVD NVD NVD NVD NVD NVD Table - 28 ime 0 0 0 0 0 0 0 0 Coord Phase 8448 21/25 11/22/2021 1:27:49 PM Splits Expanded(2.7.X.1) 1 2 3 4 5 6 7 8 (Mode I NVD I NVD I NVD I NVD I NVD I NVD I NVD I NVD Table - 29 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NVD NVD NVD NVD NVD NVD NVD NVD Table - 30 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NVD NVD NVD NVD NVD NVD NVD NVD Table - 31 Time 0 0 0 0 0 0 0 0 Coord Phase Mode NVD NVD NVD NVD NVD NVD NVD NVD Table - 32 Time 20 50 20 30 20 50 30 30 Coord Phase Mode NON MIN NON NON NON MIN NON NON Adv Schedule(4.3) 1 I�= 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Table - 1 Sun X Mon X Tue X . Wed X . Thu X Fri X Sat X Jan X X X Feb X X X Mar X X X Apr X X X . May X X X . Jun X X X Jul X X X Aug X X X Sep X X X 8448 22/25 11/22/2021 1:27:49 PM Adv Schedule(4.3) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Oct X X X . Nov X X X Dec X X X . O1 X X X 02 X X X 03 X X X 04 X X X 05 X X X . 06 X X X . 07 X X X 08 X X X 09 X X X 10 X X X 11 X X X 12 X X X 13 X X X . 14 X X X . 15 X X X 16 X X X 17 X X X 18 X X X 19 X X X 20 X X X 21 X X X . 22 X X X . 23 X X X 24 X X X 25 X X X 26 X X X 27 X X X 28 X X X 29 X X X . 30 X X X . 31 X X X . Plan 1 2 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 Day Plan(4.4) 8448 23/25 11/22/2021 1:27:49 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Table - 1 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Table - 2 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action --+33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Table - 3 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Table - 4 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Table - 5 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Table - 6 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Table - 7 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Table - 8 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Table - 9 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Table - 10 (Hour 10 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 8448 24/25 11/22/2021 1:27:49 PM Day Plan(4.4) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Actions(4.5) 1 2 3 4 5 6 1 7 1 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Table - 1 or' Pattern 1 2 3 4 5 6 7 8 9 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 254 OM Aux 1 Aux 2 Aux 3 Special 1 Special 2 . Special 3 . Special 4 Special 5 Special 6 Special 7 Special 8 Pre1 0 0 0 0 0 0 1 0 0 1 0 1 0 1 0 1 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pre2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 8448 25/25 11/22/2021 1:27:49 PM Appendix C Existing Traffic Count Data L2 Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : Black Cat Rd & Franklin Rd Intersection:Black Cat Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 10/6/2021 Control: Signalized Page No : 1 Groups Printed-General Traffic-3+Axle Heavy Trucks-Turns Black Cat Road Franklin Road Black Cat Road Franklin Road From North From East From South From West Start Right Thru Left Peds App.Total Right Thru Left Peds App.Total Right Thru Left Peds App.Total Right Thru Left Peds App.Total Int.Total Time 06:30 AM 9 8 61 0 78 10 54 10 0 74 28 12 4 0 44 3 66 5 0 74 270 06:45 AM 1 17 18 56 0 91 1 14 74 9 0 97 1 25 23 9 0 57 1 3 65 8 0 76 1 321 Total 26 26 117 0 169 24 128 19 0 171 53 35 13 0 101 6 131 13 0 150 591 07:00 AM 18 14 73 0 105 29 71 6 0 106 25 24 16 0 65 1 59 10 0 70 346 07:15 AM 11 14 75 0 100 22 68 10 0 100 31 40 12 0 83 3 85 9 0 97 380 07:30 AM 19 29 68 0 116 29 54 15 0 98 59 49 12 0 120 3 90 3 0 96 430 07:45 AM 16 24 53 0 93 21 86 6 1 114 41 44 6 0 91 4 92 14 0 110 408 Total 64 81 269 0 414 101 279 37 1 418 156 157 46 0 359 11 326 36 0 373 1564 08:00 AM 10 18 54 0 82 20 42 7 0 69 32 30 8 0 70 3 80 17 0 100 321 08:15 AM 9 23 43 0 75 19 37 5 0 61 18 34 2 0 54 2 49 5 0 56 246 08:30 AM 15 25 54 0 94 23 49 5 0 77 11 25 3 1 40 4 59 8 0 71 282 08:45 AM 7 20 49 0 76 22 42 6 0 70 19 25 1 0 45 7 52 12 0 71 262 Total 41 86 200 0 327 84 170 23 0 277 80 114 14 1 209 16 240 42 0 298 1111 09:00 AM 8 15 38 0 61 18 45 7 0 70 13 21 3 0 37 1 56 6 0 63 231 09:15 AM 7 16 47 0 70 26 31 6 0 63 17 28 0 0 45 1 47 7 0 55 233 Total 15 31 85 0 1311 44 76 13 0 133 30 49 3 0 82 2 103 13 0 118 464 L2 Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : Black Cat Rd & Franklin Rd Intersection:Black Cat Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 10/6/2021 Control: Signalized Page No : 2 Black Cat Road Out In Total 2057 2249 L4381 06 32 4274 1 01 2090 22 1 297 741 1209 2 2 27 13 0 0 0 0 0 299 768 1222 2 Right Thru Left Peds ncoN�n aov�am pN� M M M NJ 00 T _O UC) J ^�'�0) Nco C3 North �� -n CO rn L--�N O 0/ 06:30 AM — 6/2 C OOWOi A162021 W - N 06:15 PM Y O V 07L N A A AAC011 f�i� O m �°-� General Traffic rn G LL 3+Axle Heavy Truck rn A 01 V Q. ON N 0000� U-Turns CD rn �� n rn�w�m d N NOON N A V A- Left Thru Ri ht Peds 117 657 449 1 14 14 13 0 1 0 0 0 132 671 462 1 1328 1224 2552 46 41 87 14 1 15 1388 1266 2654 Out In Total L2 Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : Black Cat Rd & Franklin Rd Intersection:Black Cat Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 10/6/2021 Control: Signalized Page No : 3 Black Cat Road Franklin Road Black Cat Road Franklin Road From North From East From South From West Start Right Thru Left Peds App.T.A Right Thru Left Peds App.Total Right Thru Left Peds App.Total Right Thru Left Peds App.Total int.Total Time Peak Hour Analysis From 06:30 AM to 11:15 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 18 14 73 0 105 29 71 6 0 106 25 24 16 0 65 1 59 10 0 70 346 07:15 AM 11 14 75 0 100 22 68 10 0 100 31 40 12 0 83 3 85 9 0 97 380 07:30 AM 19 29 68 0 116 29 54 15 0 98 59 49 12 0 120 3 90 3 0 96 430 07:45 AM 16 24 53 0 93 21 86 6 1 114 41 44 6 0 91 4 92 14 0 110 408 Total volume 64 81 269 0 414 101 279 37 1 418 156 157 46 0 359 11 326 36 0 373 1564 App.Total 15.5 19.6 65 0 24.2 66.7 8.9 0.2 43.5 43.7 12.8 0 2.9 87.4 9.7 0 PHF .842 .698 .897 .000 .892 .871 .811 .617 .250 .917 .661 .801 .719 .000 .748 .688 .886 .643 .000 .848 .909 General Traffic 63 79 267 0 409 98 272 37 1 408 152 153 37 0 342 11 319 36 0 366 1525 i General Traffic 98.4 97.5 99.3 0 98.8 97.0 97.5 100 100 97.6 97.4 97.5 80.4 0 95.3 100 97.9 100 0 98.1 97.5 3t 1 MezvV-- 1 2 2 0 5 3 7 0 0 10 4 4 9 0 17 0 7 0 0 7 39 3tA"1e H-y 1.6 2.5 0.7 0 1.2 3.0 2.5 0 0 2.4 2.6 2.5 19.6 0 4.7 0 2.1 0 0 1.9 2.5 U-Turns 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %U-Turns 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Black Cat Road Out In Total 287 409 L]6965 0 414 63 79 267 0 1 2 2 0 0 0 0 0 64 81 269 0 Right Thru Left Peds Peak Hour Data y6MN0 co MOO c`O')� 1 A_ n NJ J O U OJrnl-o<fl North0. T 6 o r`o M M M Peak Hour Begins at 07:00 AN �T N) N C M M ~ -4 V N A A� P O O L General Traffic r o0 0 0 ow 3+Axle Heavy Trucks e tl N 0 N �0 U-Turns V OO V o- Oco M O O O O a � a a o o- F+ Left Thru Right Peds 37 153 152 0 9 4 4 0 0 0 0 0 46 157 156 0 Q 342 A469 17 0 359 Out In Total L2 Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITTO222 File Name : Black Cat Rd & Franklin Rd Intersection:Black Cat Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 10/6/2021 Control: Signalized Page No : 4 Black Cat Road Franklin Road Black Cat Road Franklin Road From North From East From South From West Start Right Thru Left Peds qpp,Total Right Thru Left Peds App.Total Right Thru Left Peds App.To[al Right Thru Left Peds App.Total Int.Total Time Peak Hour Analysis From 06:30 AM to 11:15 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:15 AM 07:15 AM +0 mins. 18 14 73 0 105 29 71 6 0 106 31 40 12 0 83 3 85 9 0 97 +15 mins. 11 14 75 0 100 22 68 10 0 100 59 49 12 0 120 3 90 3 0 96 +30 mins. 19 29 68 0 116 29 54 15 0 98 41 44 6 0 91 4 92 14 0 110 +45 mins. 16 24 53 0 93 21 86 6 1 114 32 30 8 0 70 3 80 17 0 100 Total Volume 64 81 269 0 414 101 279 37 1 418 163 163 38 0 364 13 347 43 0 403 App.Total 15.5 19.6 65 0 24.2 66.7 8.9 0.2 44.8 44.8 10.4 0 3.2 86.1 10.7 0 PHF .842 .698 .897 .000 .892 .871 .811 .617 .250 .917 .691 .832 .792 .000 .758 .813 .943 .632 .000 .916 General Traffic 63 79 267 0 409 98 272 37 1 408 161 160 37 0 358 11 336 43 0 390 98. 97. 99. 97. 98. 98. 97. 84. 96. i General rra ` 4 5 3 0 98.8 97 5 100 100 97.6 8 2 4 6 8 0 98.4 100 0 96.8 3--. H-yT.- 1 2 2 0 5 3 7 0 0 10 2 3 1 0 6 2 11 0 0 13 '°3-A"1eHe 1.6 2.5 0.7 0 1.2 3 2.5 0 0 2.4 1.2 1.8 2.6 0 1.6 15.4 3.2 0 0 3.2 U-Turns 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %U-Turns 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 Black Cat Road In-Peak Hour:07:00 AM 409 5 0 414 63 79 267 0 1 2 2 0 0 0 0 0 64 81 269 0 Right Thru Left Peds Peak Hour Data CO O O co J O 0 O W W Mo (CO) ov 2 North CDT tY `rn 0 O o CO CO General Traffic 4-�T N) � C o M ~ 3+Axle Heavy Trucks °o ^ a a 0 y= �NOMLO�, U-Turns r 00000w� li ll vOOv pCL OOOO to O a m D d m-oo- F+ Left Thru Right Peds 37 160 161 0 1 3 2 0 0 0 0 0 38 163 163 0 358 6 0 364 In-Peak Hour:07:15 AM L2 Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : Black Cat Rd & Franklin Rd Intersection:Black Cat Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 10/6/2021 Control: Signalized Page No : 7 Image 1 Franklin Road and Black Cat Road >r '"• .�' �f i :uld vLurily_ ld ihu fflo ♦ it - ��r-r, r . I � r- + ter' � '�• - t#fir ; a4it, Y '-pogle Earth v. :I L2 Data Collection I-MataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : Black Cat Rd & Franklin Rd-PM Intersection:Black Cat Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 11/16/2021 Control: Signalized Page No : 1 Groups Printed-General Traffic-3+Axle Heavy Trucks-Turns Black Cat Road Franklin Road Black Cat Road Franklin Road From North From East From South From West Start Right Thru Left PedS App.Total Right Thru Leff Peds App.Total Right Thru Left Peds qpp,T-i Right Thru Left Peds qpp,Total Int.T; Time 03:30 PM 12 37 50 0 99 81 83 46 0 210 13 28 5 0 46 6 73 14 0 93 448 03:45 PM 13 43 60 0 116 68 76 48 1 193 17 29 2 0 48 7 47 10 0 64 421 Total 25 80 110 0 215 149 159 94 1 403 30 57 7 0 94 13 120 24 0 157 869 04:00 PM 3 56 33 0 92 58 87 40 0 185 17 34 4 0 55 1 67 15 1 84 416 04:15 PM 13 42 32 0 87 77 115 34 0 226 16 38 4 0 58 5 66 13 0 84 455 04:30 PM 10 40 39 0 89 49 107 33 0 189 15 37 8 0 60 5 79 12 0 96 434 04:45 PM 11 48 49 0 108 84 109 35 0 228 14 32 14 0 60 9 65 13 0 87 483 Total 37 186 153 0 376 268 418 142 0 828 62 141 30 0 233 20 277 53 1 351 1788 05:00 PM 17 45 43 1 106 86 117 39 0 242 17 31 10 0 58 8 93 21 0 122 528 05:15 PM 23 58 48 0 129 72 155 41 0 268 21 20 9 0 50 7 92 18 0 117 564 05:30 PM 20 75 32 0 127 73 166 43 0 282 13 26 4 0 43 10 138 17 0 165 617 05:45 PM 16 55 39 0 110 66 131 27 0 224 8 23 6 0 37 8 84 14 0 106 477 Total 76 233 162 1 472 297 569 150 0 1016 59 100 29 0 188 33 407 70 0 510 2186 06:00 PM 19 38 30 0 87 56 139 23 0 218 7 17 13 0 37 6 111 9 0 126 468 06:15 PM 12 28 35 0 75 61 138 14 0 213 8 30 3 0 41 1 123 15 0 139 468 Grand Total 169 565 490 1 1225 831 1423 423 1 2678 166 345 82 0 593 73 1038 171 1 1283 5779 Apprch% 13.8 46.1 40 0.1 31 53.1 15.8 0 28 58.2 13.8 0 5.7 80.9 13.3 0.1 Total% 2.9 9.8 8.5 0 21.2 14.4 24.6 7.3 0 46.3 2.9 6 1.4 0 10.3 1.3 18 3 0 22.2 General Traffic 169 549 485 1 1204 822 1406 394 1 2623 163 342 82 0 587 69 1021 169 1 1260 5674 i General Traffic 100 97.2 99 100 98.3 98.9 98.8 93.1 100 97.9 98.2 99.1 100 0 99 94.5 98.4 98.8 100 98.2 98.2 3t 1 Mezvy-- 0 16 5 0 21 9 17 6 0 32 3 3 0 0 6 4 17 1 0 22 81 3,AaH-y 0 2.8 1 0 1.7 1.1 1.2 1.4 0 1.2 1.8 0.9 0 0 1 5.5 1.6 0.6 0 1.7 1.4 U-Turns 0 0 0 0 0 0 0 23 0 23 0 0 0 0 0 0 0 1 0 1 24 %U-Turns 0 0 0 0 0 0 0 5.4 0 0.9 0 0 0 0 0 0 0 0.6 0 0.1 0.4 L2 Data Collection MataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : Black Cat Rd & Franklin Rd-PM Intersection:Black Cat Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 11/16/2021 Control: Signalized Page No : 2 Black Cat Road Out In Total 1333 1204 2537 13 21 34 1 0 1 1347 122 2572 169 549 485 1 0 16 5 0 0 0 0 0 169 565 490 1 Right T�u Left Peds �1--7 t00�� UO FNNOoo North -n coo m N —M o Cl)r� 11/16/2021 03:30 PM N ~ 11/16/2021 06:15 PM W O-4 rn m"tons r �wniw X m General Traffic u ��O 3+Ax a Heavy Trucks x W w rn a a On— r m co y U-Turns N V N(J (O N a N� T F+ Left Thru Right Peds 82 342 163 0 0 3 3 0 0 0 0 0 82 345 166 0 1012 587 1599 26 6 32 23 01 23 1061 593 1654 Out In Total L2 Data Collection I-MataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : Black Cat Rd & Franklin Rd-PM Intersection:Black Cat Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 11/16/2021 Control: Signalized Page No : 3 Black Cat Road Franklin Road Black Cat Road Franklin Road From North From East From South From West Start Right Thru Left Peds q Total Right Thru Left Peds q Time g pp' g pp.Total Right Thru Left Peds App.To[al Right Thru Left Peds App.Total Int.Total Peak Hour Analysis From 03:30 PM to 06:15 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 11 48 49 0 108 84 109 35 0 228 14 32 14 0 60 9 65 13 0 87 483 05:00 PM 17 45 43 1 106 86 117 39 0 242 17 31 10 0 58 8 93 21 0 122 528 05:15 PM 23 58 48 0 129 72 155 41 0 268 21 20 9 0 50 7 92 18 0 117 564 05:30 PM 20 75 32 0 127 73 166 43 0 282 13 26 4 0 43 10 138 17 0 165 617 Total Volume 71 226 172 1 470 315 547 158 0 1020 65 109 37 0 211 34 388 69 0 491 2192 %App.Total 15.1 48.1 36.6 0.2 30.9 53.6 15.5 0 30.8 51.7 17.5 0 6.9 79 14.1 0 PHF .772 .753 .878 .250 .911 .916 .824 .919 .000 .904 .774 .852 .661 .000 .879 .850 .703 .821 .000 .744 .888 General Traffic 71 214 171 1 457 312 543 156 0 1011 65 108 37 0 210 31 385 69 0 485 2163 i General Traffic 100 94.7 99.4 100 97.2 99.0 99.3 98.7 0 99.1 100 99.1 100 0 99.5 91.2 99.2 100 0 98.8 98.7 3t Axle MeavVTr- 0 12 1 0 13 3 4 1 0 8 0 1 0 0 1 3 3 0 0 6 28 %3,A"1aHaa"" 0 5.3 0.6 0 2.8 1.0 0.7 0.6 0 0.8 0 0.9 0 0 0.5 8.8 0.8 0 0 1.2 1.3 U-Turns 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 %U-Turns 0 0 0 0 0 0 0 0.6 0 0.1 0 0 0 0 0 0 0 0 0 0 0.0 Black Cat Road Out In Total L:4 457 �17 13 0 47 71 214 171 1 0 12 1 0 0 0 0 0 71 226 172 1 Right Thru Left Peds Peak Hour Data @MOO co to 0 0� A J T O Q Cn0 W N UNIOA�� @ LO m CO o co 2 North T o o o M co Peak Hour Begins at 04:45 P C 7 7 F- V O A W O O `1 M M O coL General Traffic � o�a� � m �°_ 1 3+Axle Heavy Trucks x w "jn o� U-Turns C„w �a D O O 0 0 0 0 to U O aOOOO - F+ Left Thru Right Peds 37 108 65 0 0 1 0 0 0 0 0 0 37 109 65 0 401 210 611 16 1 17 1 0 1 418 211 629 Out In Total L2 Data Collection I-MataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : Black Cat Rd & Franklin Rd-PM Intersection:Black Cat Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 11/16/2021 Control: Signalized Page No : 4 Black Cat Road Franklin Road Black Cat Road Franklin Road From North From East From South From West Start Right Thru Left Peds qpp,Total Right Thru Left Peds App.Total Right Thru Left Peas App.To[al Right Thru Left Pods App.Toml Int.Total Time Peak Hour Analysis From 03:30 PM to 06:15 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:45 PM 04:15 PM 05:30 PM +0 1 17 45 43 1 106 84 109 35 0 228 16 38 4 0 58 10 138 17 0 165 +15 1 23 58 48 0 129 86 117 39 0 242 15 37 8 0 60 8 84 14 0 106 +30 1 20 75 32 0 127 72 155 41 0 268 14 32 14 0 60 6 111 9 0 126 +45 1 16 55 39 0 110 73 166 43 0 282 17 31 10 0 58 1 123 15 0 139 Total Volume 76 233 162 1 472 315 547 158 0 1020 62 138 36 0 236 25 456 55 0 536 App.Total 16.1 49.4 34.3 0.2 30.9 53.6 15.5 0 26.3 58.5 15.3 0 4.7 85.1 10.3 0 PHF .826 .777 .844 .250 .915 .916 .824 .919 .000 .904 .912 .908 .643 .000 .983 .625 .826 .809 .000 .812 General Traffic 76 221 161 1 459 312 543 156 0 1011 62 137 36 0 235 25 451 55 0 531 94. 99. 99. 98. 99. 98. i General Traffic 100 100 97.2 99 0 99.1 100 100 0 99.6 100 100 0 99.1 8 4 3 7 3 9 3.-. Heave T.- 0 12 1 0 13 3 4 1 0 8 0 1 0 0 1 0 5 0 0 5 %3-""eH-y 0 5.2 0.6 0 2.8 1 0.7 0.6 0 0.8 0 0.7 0 0 0.4 0 1.1 0 0 0.9 U-Turns 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 %U-Turns 0 0 0 0 0 1 0 0 0.6 0 0.1 1 0 0 0 0 0 1 0 0 0 0 0 Black Cat Road In-Peak Hour:05:00 PM 459 13 0 472 76 221 161 1 0 12 1 0 0 0 0 0 76 233 162 1 Right Thru Left Peds Peak Hour Data LO LO J TcnOwr.> -o v LO O<D North m LO mo F-� o o v �� General Traffic ��a A ~ 3+Axle Heavy Trucks o a w o 80 No m� li a CC OD 0)j A a i a 0OOO F+ Left Thru Right Peds 36 137 62 0 0 1 0 0 0 0 0 0 36 138 62 0 235 1 0 236 In-Peak Hour:04:15 PM L2 Data Collection =ataCollection.com Idaho (208) 860-7554 Utah (801)413-2993 Study: KITT0222 File Name : Black Cat Rd & Franklin Rd-PM Intersection:Black Cat Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 11/16/2021 Control: Signalized Page No : 5 Image 1 7 1 �� ' 7 � Franklin Road and Black Cat Read _ , " `. �•y Ida--aunty.Idahu .{ _ i t • �• N 3cr M *mogle Earth` L2 Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : McDermott Rd & Franklin Rd Intersection: McDermott Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 10/6/2021 Control: Stop Sign Page No : 1 Groups Printed-General Traffic-3+Axle Heavy Trucks McDermott Road Franklin Road McDermott Road Franklin Road From North From East From South From West Start Right Thru Left Peds App.Total Right Thru Left Peds App.Total Right Thru Left Peds App.Total Right Thru Left Peds App Total Int.Total Time 06:30 AM 4 0 12 0 16 4 56 0 0 60 0 0 1 0 1 0 59 5 0 64 141 06:45 AM 1 4 0 3 0 7 11 92 0 0 103 1 0 0 0 1 0 73 4 0 77 188 Total 8 0 15 0 23 15 148 0 0 163 1 0 1 0 2 0 132 9 0 141 329 07:00 AM 6 0 4 0 10 6 104 1 0 111 3 0 0 0 3 0 68 7 0 75 199 07:15 AM 8 0 8 0 16 8 89 0 0 97 3 0 0 0 3 0 92 8 0 100 216 07:30 AM 7 0 9 0 16 12 67 0 0 79 0 1 0 0 1 1 92 11 0 104 200 07:45 AM 14 0 14 0 28 14 92 0 0 106 0 0 0 0 0 0 95 5 0 100 234 Total 35 0 35 0 70 40 352 1 0 393 6 1 0 0 7 1 347 31 0 379 849 08:00 AM 11 0 7 0 18 5 54 0 0 59 0 0 0 0 0 0 91 6 0 97 174 08:15 AM 1 1 4 6 12 2 41 0 0 43 0 0 1 0 1 0 54 14 0 68 124 08:30 AM 10 0 3 5 18 3 60 0 0 63 0 0 1 0 1 0 71 3 0 74 156 08:45 AM 3 0 6 0 9 1 47 1 0 49 0 0 0 0 0 0 48 6 0 54 112 Total 25 1 20 11 57 11 202 1 0 214 0 0 2 0 2 0 264 29 0 293 566 09:00 AM 5 0 6 2 13 1 51 1 0 53 2 0 0 0 2 0 55 3 0 58 126 09:15 AM 6 0 5 0 11 1 20 0 0 21 1 0 0 0 1 0 51 2 0 53 86 Total 11 0 11 2 24 2 71 1 0 74 3 0 0 0 3 0 106 5 0 111 212 L2 Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : McDermott Rd & Franklin Rd Intersection: McDermott Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 10/6/2021 Control: Stop Sign Page No : 2 McDermott Road Out In Total � 21 299 4 6 325 305 [:1 161 5 120 13 4 0 2 0 1651 51 122 13 Right Thru Left Peds u>cq eo r-v� } J 000 AAO.C. a o 0 0 North T ODNO CO 7 in ib rn t� +-'It ;OD -4 o o 10/6/2021 06:30 AM c o rn Y—N N v o v. 10/6/2021 06:15 PM rn v o 5 C L r A U (O A m u_ v rn�o o General Traffic w'o'w o. 0 rn " o 0 o y 3+Axle HeavyTruck a w o m d N V N a N000 T F+ Left Thru Right Peds 7 4 16 0 0 0 0 0 7 4 16 0 22 27 [ 409 22 27 49 Out In Total L2 Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : McDermott Rd & Franklin Rd Intersection: McDermott Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 10/6/2021 Control: Stop Sign Page No : 3 McDermott Road Franklin Road McDermott Road Franklin Road From North From East From South From West Start Time Right Thru Left Peds App.T,ai Right lnru Left Peds App.Tmal Right Thru Left Peds App.Total Right Thru Left Peds App.Total Int.Total Peak Hour Analysis From 06:30 AM to 11:15 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 6 0 4 0 10 6 104 1 0 111 3 0 0 0 3 0 68 7 0 75 199 07:15 AM 8 0 8 0 16 8 89 0 0 97 3 0 0 0 3 0 92 8 0 100 216 07:30 AM 7 0 9 0 16 12 67 0 0 79 0 1 0 0 1 1 92 11 0 104 200 07:45 AM 14 0 14 0 28 14 92 0 0 106 0 0 0 0 0 0 95 5 0 100 234 Total volume 35 0 35 0 70 40 352 1 0 393 6 1 0 0 7 1 347 31 0 379 849 App.Total 50 0 50 0 10.2 89.6 0.3 0 85.7 14.3 0 0 0.3 91.6 8.2 0 PHF .625 .000 .625 .000 .625 .714 .846 .250 .000 .885 .500 .250 .000 .000 .583 .250 .913 .705 .000 .911 .907 General Traffic 35 0 35 0 70 40 332 1 0 373 6 1 0 0 7 1 338 31 0 370 820 General Traffic 100 0 100 0 100 100 94.3 100 0 94.9 100 100 0 0 100 100 97.4 100 0 97.6 96.6 3--HearyTruduv 0 0 0 0 0 0 20 0 0 20 0 0 0 0 0 0 9 0 0 9 29 %3+pile He 0 0 0 0 0 0 5.7 0 0 5.1 0 0 0 0 0 0 2.6 0 0 2.4 3.4 Trucks McDermott Road Out In Total 72 70 1402 0 0 72 70 35 0 35 0 0 0 0 0 351 01 351 0 Right Tju Leo Peds Peak Hour Data O�N(On0 MO(h(D * 1 A O i- J v300 41 0 W O(O� v 00 rn f. North -n 0 ornrn m �r� m m Peak Hour Begins at 07:00 A mO L� General Traffic r wow � ILL ^o r tY + 3+Axle Heav Trucks �x o Q j tD N W M M O O O O a N C O a) CD O. �NCVli N 0 0 0 O N 4-] T r Left Thru Right Peds 0 1 6 0 0 0 0 0 0 1 6 0 2 0 9 Out In Total L2 Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : McDermott Rd & Franklin Rd Intersection: McDermott Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 10/6/2021 Control: Stop Sign Page No : 4 McDermott Road Franklin Road McDermott Road Franklin Road From North From East From South From West Start Right ThrU Left Peds qpp,Total Right ThrU Left Peds App.Total Right ThrU Left Peds App.Total Right ThfU Left Peds App.Total Int.Total Time Peak Hour Analysis From 06:30 AM to 11:15 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:00 AM 06'.30 AM 07:15 AM +0 mins. 8 0 8 0 16 6 104 1 0 111 0 0 1 0 1 0 92 8 0 100 +15 mins. 7 0 9 0 16 8 89 0 0 97 1 0 0 0 1 1 92 11 0 104 +30 mins. 14 0 14 0 28 12 67 0 0 79 3 0 0 0 3 0 95 5 0 100 +45 mins. 11 0 7 0 18 14 92 0 0 106 3 0 0 0 3 0 91 6 0 97 Total volume 40 0 38 0 78 40 352 1 0 393 7 0 1 0 8 1 370 30 0 401 %App.Total 51.3 0 48.7 0 10.2 89.6 0.3 0 87.5 0 12.5 0 0.2 92.3 7.5 0 PHF .714 .000 .679 .000 .696 .714 .846 .250 .000 .885 .583 .000 .250 .000 .667 .250 .974 .682 .000 .964 General Traffic 40 0 38 0 78 40 332 1 0 373 7 0 1 0 8 1 357 30 0 388 %General Traffic 100 0 100 0 100 100 94.3 100 0 94.9 100 0 100 0 100 100 96.5 100 0 96.8 3+�„<H<avy Trucks 0 0 0 0 0 0 20 0 0 20 0 0 0 0 0 0 13 0 0 13 %3+Axle H< 0 0 0 0 0 0 5.7 0 0 5.1 0 0 0 0 0 0 3.5 0 0 3.2 Trucks McDermott Road In-Peak Hour:07:15 AM 78 0 78 40 0 38 0 0 0 0 0 401 01 381 0 Right Tju Leo Peds Peak Hour Data a MGM=� 11 s 000 m r` ��on North T ooao cn-1 M M ��CO w xm fY c M General Traffic C NON 0 s s= o 3+Axle Heavy Trucks wow�, cY r r m o 0 LL x m ID o o a 0 000� D a) CL 3 d V 000 T r Left Thru Right Peds 1 0 7 0 0 0 0 0 1 0 7 0 8 0 8 In-Peak Hour:06:30 AM L2 Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : McDermott Rd & Franklin Rd Intersection: McDermott Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 10/6/2021 Control: Stop Sign Page No : 7 Image 1 Franklin Road and McDermott Road 4 I Tr TO -r r i ! i 1 •• ■ " Earth 100ft L2 Data Collection I-MataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : McDermott Rd & Franklin Rd-PM Intersection: McDermott Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 11/16/2021 Control: Stop Sign Page No : 1 Groups Printed-General Traffic-3+Axle Heavy Trucks McDermott Road Franklin Road McDermott Road Franklin Road From North From East From South From West Start Right Thru Left PedS App.Total Right Thru Leff Peds App.Total Right Thru Left Peds qpp,T-i Right Thru Left Peds qpp,Total Int.T; Time 03:30 PM 9 0 5 0 14 10 87 0 0 97 0 0 2 0 2 0 76 11 0 87 200 03:45 PM 15 0 4 0 19 5 83 0 0 88 0 0 0 0 0 0 60 6 0 66 173 Total 24 0 9 0 33 15 170 0 0 185 0 0 2 0 2 0 136 17 0 153 373 04:00 PM 19 2 2 0 23 10 81 1 0 92 0 0 0 0 0 1 86 6 0 93 208 04:15 PM 15 0 8 0 23 7 125 0 0 132 0 0 2 0 2 0 70 10 0 80 237 04:30 PM 7 0 4 0 11 10 113 1 0 124 0 0 0 0 0 1 96 8 0 105 240 04:45 PM 12 0 2 0 14 13 122 0 0 135 1 1 0 0 2 1 86 9 0 96 247 Total 53 2 16 0 71 40 441 2 0 483 1 1 2 0 4 3 338 33 0 374 932 05:00 PM 13 0 9 0 22 13 115 0 0 128 0 0 0 0 0 1 116 16 0 133 283 05:15 PM 22 0 6 0 28 14 181 2 0 197 0 0 0 0 0 0 105 8 0 113 338 05:30 PM 14 0 11 0 25 13 165 1 0 179 1 0 1 0 2 1 156 11 0 168 374 05:45 PM 15 1 2 0 18 5 162 0 0 167 1 0 1 0 2 1 101 7 0 109 296 Total 64 1 28 0 93 45 623 3 0 671 2 0 2 0 4 3 478 42 0 523 1291 06:00 PM 16 1 3 0 20 5 167 2 0 174 1 0 3 0 4 3 132 9 0 144 342 06:15 PM 12 0 1 0 13 10 170 0 0 180 1 0 0 0 1 0 119 9 0 128 322 Grand Total 169 4 57 0 230 115 1571 7 0 1693 5 1 9 0 15 9 1203 110 0 1322 3260 Apprch% 73.5 1.7 24.8 0 6.8 92.8 0.4 0 33.3 6.7 60 0 0.7 91 8.3 0 Total% 5.2 0.1 1.7 0 7.1 3.5 48.2 0.2 0 51.9 0.2 0 0.3 0 0.5 0.3 36.9 3.4 0 40.6 General Traffic 168 4 57 0 229 115 1563 7 0 1685 5 1 9 0 15 9 1184 109 0 1302 3231 i General Traffic 99.4 100 100 0 99.6 100 99.5 100 0 99.5 100 100 100 0 100 100 98.4 99.1 0 98.5 99.1 3,Aar H-y-- 1 0 0 0 1 0 8 0 0 8 0 0 0 0 0 0 19 1 0 20 29 3,Aa H-y 0.6 0 0 0 0.4 0 0.5 0 0 0.5 0 0 0 0 0 0 1.6 0.9 0 1.5 0.9 L2 Data Collection MataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : McDermott Rd & Franklin Rd-PM Intersection: McDermott Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 11/16/2021 Control: Stop Sign Page No : 2 McDermott Road Out In Total 225 229 454 1 1 2 226 230 456 168 4 57 0 1 0 0 0 1691 41 57 0 Right T�u Le� Peds mvNn 'r M �J �(TOCT C011 fD�O CO �a,o North O NON _ Nt� ��Ln cn N o c M N M F 11/16/2021 03:30 PM c co w — O 11/16/2021 06:15 PM > '� r r woo cn c General m LL O rn - ff Vo a O O O 3+Axle Heavy Trucks O O.m V N W N 0_ w000 ODV+- 4-] T r Left Thru Right Peds 9 1 5 0 0 0 0 0 9 1 5 0 [ 35 20 15 35 Out In Total L2 Data Collection MataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : McDermott Rd & Franklin Rd-PM Intersection: McDermott Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 11/16/2021 Control: Stop Sign Page No : 3 McDermott Road Franklin Road McDermott Road Franklin Road From North From East From South From West Start Thru Left Pods ht Ri Time g pPP TMaI Right ThrU Left Peds ppp,To al Right Thru Left Peds App.Total Right Thru Left Peds ppp,roml int.Total Peak Hour Analysis From 03:30 PM to 06:15 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:15 PM 05:15 PM 22 0 6 0 28 14 181 2 0 197 0 0 0 0 0 0 105 8 0 113 338 05:30 PM 14 0 11 0 25 13 165 1 0 179 1 0 1 0 2 1 156 11 0 168 374 05:45 PM 15 1 2 0 18 5 162 0 0 167 1 0 1 0 2 1 101 7 0 109 296 06:00 PM 16 1 3 0 20 5 167 2 0 174 1 0 3 0 4 3 132 9 0 144 342 Total volume 67 2 22 0 91 37 675 5 0 717 3 0 5 0 8 5 494 35 0 534 1350 App.Total 73.6 2.2 24.2 0 5.2 94.1 0.7 0 37.5 0 62.5 0 0.9 92.5 6.6 0 PHF .761 .500 .500 .000 .813 .661 .932 .625 .000 .910 .750 .000 .417 .000 .500 .417 .792 .795 .000 .795 .902 Geneml Traffic 67 2 22 0 91 37 672 5 0 714 3 0 5 0 8 5 491 35 0 531 1344 r General Traffic 100 100 100 0 100 100 99.6 100 0 99.6 100 0 100 0 100 100 99.4 100 0 99.4 99.6 3+—Heery Truduv 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 6 %3+pile Heery 0 0 0 0 0 0 0.4 0 0 0.4 0 0 0 0 0 0 0.6 0 0 0.6 0.4 Trucks McDermott Road Out In Total A Ll 1630 163 67 2 22 0 0 0 0 0 67 2 221 0 Right T�u Left Peds Peak Hour Data tnaLn co M v O v O v M y North "WO) T o M7 v vt� ��rn rn C � H Peak Hour Begins at 05:15 P c -w-4 c— > > w o . Lrn— General Traffic r w a T M 3+Axle Heavy Trucks v o v o 0000r a m000 w wm rnrno— T r Left Thru Right Peds 5 0 3 0 0 0 0 0 5 0 3 0 12 8 0200 Out In Total L2 Data Collection MataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : McDermott Rd & Franklin Rd-PM Intersection: McDermott Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 11/16/2021 Control: Stop Sign Page No : 4 McDermott Road Franklin Road McDermott Road Franklin Road From North From East From South From West Start Ri Pods Left ht Thru Time g ppp.rams Right Thru Left Pods App.ratai Right Thru Left Pads App.Total Right Thru Left Pods App.ro ai int.Total Peak Hour Analysis From 03:30 PM to 06:15 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:15 PM 05:30 PM 05:30 PM +0 mins. 13 0 9 0 22 14 181 2 0 197 1 0 1 0 2 1 156 11 0 168 +15 mins. 22 0 6 0 28 13 165 1 0 179 1 0 1 0 2 1 101 7 0 109 +30 mins. 14 0 11 0 25 5 162 0 0 167 1 0 3 0 4 3 132 9 0 144 +45 mins. 15 1 2 0 18 5 167 2 0 174 1 0 0 0 1 0 119 9 0 128 Total volume 64 1 28 0 93 37 675 5 0 717 4 0 5 0 9 5 508 36 0 549 App.Total 68.8 1.1 30.1 0 5.2 94.1 0.7 0 44.4 0 55.6 0 0.9 92.5 6.6 0 PHF .727 .250 .636 .000 .830 .661 .932 .625 .000 .910 1.000 .000 .417 .000 .563 .417 .814 .818 .000 .817 General Traffic 64 1 28 0 93 37 672 5 0 714 4 0 5 0 9 5 505 36 0 546 General Traffic 100 100 100 0 100 100 99. 100 0 99.6 100 0 100 0 100 100 99. 100 0 99.5 3+Axle Hasty Trucks 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 %3+Mle—W 0 0 0 0 0 0 0.4 0 0 0.4 0 0 0 0 0 0 0.6 0 0 0.5 Trucks McDermott Road In-Peak Hour:05:00 PM 93 0 93 64 1 281 0 0 0 01 0 641 11 281 0 Right Thru Left Pads Peak Hour Data aCOO P7 a$i� **LL�rr3� 3 C3 J ^'�v O v L; to CO 00 rvortn „ 0U Dhrn LO LO 4---;ro 0) �w I— General Traffic c can w-4 ='s 3+Axle HeavyTrucks c Y2 �ONL VWAo;0 to LL fl CL ♦ �' C71 O(T O. C O O O to Q d 010100 T r Left Thru Right Peds 5 0 4 0 0 0 0 0 5 0 4 0 9 0 9 In-Peak Hour:05.30 PM L2 Data Collection 1-21DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: KITT0222 File Name : McDermott Rd & Franklin Rd-PM Intersection: McDermott Rd / Franklin Rd Site Code : 00000000 City, State: Ada County, Idaho Start Date : 11/16/2021 Control: Stop Sign Page No : 5 Image 1 Franklin Road and McDermott Road iuld vuwlly Id'Alu I I T ky r 4 e � M z� I � �- 4 L2 Data Collection 1_21DataCollection.com Study: KITT0222 Idaho (208)860-7554 Utah (801)413-2993 Franklin Rd b Black Cat Rd& McDermott Rd Type:Volume/Direction Start Date: 11/16/2021 Tech:Judd/Klaren/Macomb End Date: 11/17/2021 Count:Axle Hits/2 Franklin Rd between Black Cat Rd& McDermott Rd Meridian, Idaho 11/16/2021 Westbound Eastbound Time Total 12:00 AM 0 12:15 0 12:30 0 12:45 0 1:00 1 3 4 1:15 3 4 7 1:30 1 8 9 1:45 3 1 4 2:00 4 6 10 2:15 4 3 7 2:30 1 3 4 2:45 0 4 4 3:00 1 3 4 3:15 3 2 5 3:30 3 0 3 3:45 1 3 4 4:00 6 11 17 4:15 6 18 24 4:30 6 30 36 4:45 6 19 25 5:00 13 75 88 5:15 10 51 61 5:30 20 40 60 5:45 33 51 84 6:00 27 38 65 6:15 40 61 101 6:30 72 64 136 6:45 106 72 178 7:00 88 86 174 7:15 124 124 248 7:30 98 115 213 7:45 94 124 218 8:00 76 100 176 8:15 82 102 184 8:30 72 143 215 8:45 70 138 208 9:00 59 69 128 9:15 70 61 131 9:30 56 63 119 9:45 60 64 124 10:00 55 57 112 10:15 53 81 134 10:30 47 64 111 10:45 58 48 106 11:00 74 60 134 11:15 80 79 159 11:30 68 64 132 11:45 52 66 118 Total 1806 2278 4084 Percent 44.2% 55.8% Peak 6:45 8:00 7:15 Volume 416 483 855 Peak Factor 0.839 0.844 0.862 1 L2 Data Collection 1-21DataCollection.com Study: KITT0222 Idaho (208)860-7554 Utah (801)413-2993 Franklin Rd b Black Cat Rd& McDermott Rd Type:Volume/Direction Start Date: 11/16/2021 Tech:Judd/Klaren/Macomb End Date: 11/17/2021 Count:Axle Hits/2 Franklin Rd between Black Cat Rd& McDermott Rd Meridian, Idaho 11/16/2021 Westbound Eastbound Time Total 12:00 PM 64 52 116 12:15 61 52 113 12:30 76 88 164 12:45 66 93 159 1:00 62 55 117 1:15 64 58 122 1:30 63 60 123 1:45 76 70 146 2:00 81 79 160 2:15 80 72 152 2:30 71 84 155 2:45 78 76 154 3:00 98 69 167 3:15 104 72 176 3:30 109 90 199 3:45 91 67 158 4:00 106 85 191 4:15 135 90 225 4:30 134 90 224 4:45 138 98 236 5:00 136 135 271 5:15 195 108 303 5:30 176 170 346 5:45 178 107 285 6:00 170 132 302 6:15 172 132 304 6:30 110 76 186 6:45 80 60 140 7:00 60 61 121 7:15 50 40 90 7:30 38 52 90 7:45 34 73 107 8:00 37 66 103 8:15 24 66 90 8:30 19 80 99 8:45 28 58 86 9:00 37 58 95 9:15 34 42 76 9:30 22 48 70 9:45 25 26 51 10:00 20 45 65 10:15 18 28 46 10:30 12 28 40 10:45 9 33 42 11:00 14 64 78 11:15 16 144 160 11:30 10 108 118 11:45 12 76 88 Total 3493 3616 7109 Percent 49.1% 50.9% Peak 5:15 5:30 5:30 Volume 719 541 1237 Peak Factor 0.922 0.796 0.894 2 L2 Data Collection 1_21DataCollection.com Study: KITT0222 Idaho (208)860-7554 Utah (801)413-2993 Franklin Rd b Black Cat Rd& McDermott Rd Type:Volume/Direction Start Date: 11/16/2021 Tech:Judd/Klaren/Macomb End Date: 11/17/2021 Count:Axle Hits/2 Franklin Rd between Black Cat Rd& McDermott Rd Meridian, Idaho 11/17/2021 Westbound Eastbound Time Total 12:00 AM 4 44 48 12:15 10 14 24 12:30 8 12 20 12:45 7 10 17 1:00 0 1:15 0 1:30 0 1:45 0 2:00 0 2:15 0 2:30 0 2:45 0 3:00 0 3:15 0 3:30 0 3:45 0 4:00 0 4:15 0 4:30 0 4:45 0 5:00 0 5:15 0 5:30 0 5:45 0 6:00 0 6:15 0 6:30 0 6:45 0 7:00 0 7:15 0 7:30 0 7:45 0 8:00 0 8:15 0 8:30 0 8:45 0 9:00 0 9:15 0 9:30 0 9:45 0 10:00 0 10:15 0 10:30 0 10:45 0 11:00 0 11:15 0 11:30 0 11:45 0 Total 29 80 109 Percent 26.6% 73.4% Peak 12:00 AM 12:00 AM 12:00 AM Volume 29 80 109 Peak Factor 0.725 0.455 0.568 Grand Total 5328 5974 11302 Percent 47.1% 52.9% AADT ADT:5,651 AADT:5,651 3 L2 Data Collection 1_21DataCollection.com Study: KITT0222 Idaho (208) 860-7554 Utah (801)413-2993 Black Cat Rd S of Franklin Rd Type:Volume/Direction Start Date: 10/5/2021 Tech:Judd/Klaren End Date: 10/6/2021 Count:Axle Hits/2 Black Cat Road south of Franklin Road Ada County, Idaho 10/5/2021 Southbound Northbound Time Total 12:00 AM 0 12:15 0 12:30 0 12:45 0 1:00 0 1:15 0 1:30 0 1:45 0 2:00 0 2:15 0 2:30 0 2:45 0 3:00 0 3:15 0 3:30 0 3:45 0 4:00 0 4:15 0 4:30 0 4:45 0 5:00 0 5:15 0 5:30 0 5:45 0 6:00 0 6:15 0 6:30 0 6:45 0 7:00 0 7:15 0 7:30 0 7:45 0 8:00 0 8:15 0 8:30 0 8:45 0 9:00 0 9:15 0 9:30 0 9:45 0 10:00 0 10:15 0 10:30 0 10:45 0 11:00 0 11:15 0 11:30 0 11:45 0 Total 0 0 0 Percent - - Peak Volume Peak Factor 1 L2 Data Collection I_MataCollection.com Study: KITT0222 Idaho (208) 860-7554 Utah (801)413-2993 Black Cat Rd S of Franklin Rd Type:Volume/Direction Start Date: 10/5/2021 Tech:Judd/Klaren End Date: 10/6/2021 Count:Axle Hits/2 Black Cat Road south of Franklin Road Ada County, Idaho 10/5/2021 Southbound Northbound Time Total 12:00 PM 0 12:15 0 12:30 0 12:45 0 1:00 0 1:15 0 1:30 0 1:45 0 2:00 0 2:15 0 2:30 0 2:45 0 3:00 0 3:15 0 3:30 0 3:45 0 4:00 0 4:15 0 4:30 0 4:45 0 5:00 0 5:15 0 5:30 0 5:45 0 6:00 0 6:15 0 6:30 0 6:45 0 7:00 0 7:15 0 7:30 0 7:45 0 8:00 0 8:15 0 8:30 0 8:45 0 9:00 0 9:15 0 9:30 0 9:45 0 10:00 0 10:15 0 10:30 0 10:45 0 11:00 6 1 7 11:15 0 1 1 11:30 0 1 1 11:45 1 1 2 Total 7 4 11 Percent 63.6% 36.4% Peak 11:00 11:00 11:00 Volume 7 4 11 Peak Factor 0.292 1.000 0.393 2 L2 Data Collection 1_21DataCollection.com Study: KITT0222 Idaho (208) 860-7554 Utah (801)413-2993 Black Cat Rd S of Franklin Rd Type:Volume/Direction Start Date: 10/5/2021 Tech:Judd/Klaren End Date: 10/6/2021 Count:Axle Hits/2 Black Cat Road south of Franklin Road Ada County, Idaho 10/6/2021 Southbound Northbound Time Total 12:00 AM 3 1 4 12:15 0 1 1 12:30 1 2 3 12:45 1 1 2 1:00 1 0 1 1:15 1 2 3 1:30 1 0 1 1:45 2 2 4 2:00 0 2 2 2:15 0 1 1 2:30 0 0 0 2:45 1 0 1 3:00 0 0 0 3:15 1 0 1 3:30 1 2 3 3:45 4 2 6 4:00 1 2 3 4:15 1 4 5 4:30 2 1 3 4:45 1 8 9 5:00 3 0 3 5:15 4 14 18 5:30 7 9 16 5:45 7 12 19 6:00 6 23 29 6:15 22 24 46 6:30 21 45 66 6:45 29 76 105 7:00 25 104 129 7:15 27 96 123 7:30 50 132 182 7:45 36 97 133 8:00 41 80 121 8:15 33 51 84 8:30 35 48 83 8:45 37 46 83 9:00 26 40 66 9:15 28 44 72 9:30 34 40 74 9:45 22 32 54 10:00 24 26 50 10:15 24 25 49 10:30 29 50 79 10:45 28 16 44 11:00 36 33 69 11:15 27 38 65 11:30 28 54 82 11:45 26 18 44 Total 737 1304 2041 Percent 36.1% 63.9% Peak 7:30 7:00 7:00 Volume 160 429 567 Peak Factor 0.800 0.813 0.779 3 L2 Data Collection I_MataCollection.com Study: KITT0222 Idaho (208) 860-7554 Utah (801)413-2993 Black Cat Rd S of Franklin Rd Type:Volume/Direction Start Date: 10/5/2021 Tech:Judd/Klaren End Date: 10/6/2021 Count:Axle Hits/2 Black Cat Road south of Franklin Road Ada County, Idaho 10/6/2021 Southbound Northbound Time Total 12:00 PM 42 19 61 12:15 15 18 33 12:30 14 16 30 12:45 10 18 28 1:00 13 26 39 1:15 21 37 58 1:30 34 26 60 1:45 28 30 58 2:00 29 24 53 2:15 26 32 58 2:30 34 40 74 2:45 55 30 85 3:00 44 38 82 3:15 58 41 99 3:30 54 43 97 3:45 77 29 106 4:00 104 45 149 4:15 74 56 130 4:30 96 52 148 4:45 110 58 168 5:00 124 58 182 5:15 116 56 172 5:30 128 40 168 5:45 88 48 136 6:00 57 32 89 6:15 68 39 107 6:30 52 40 92 6:45 36 31 67 7:00 38 25 63 7:15 29 20 49 7:30 36 22 58 7:45 28 22 50 8:00 26 16 42 8:15 16 15 31 8:30 17 17 34 8:45 20 15 35 9:00 14 17 31 9:15 8 6 14 9:30 11 5 16 9:45 12 7 19 10:00 4 2 6 10:15 4 7 11 10:30 5 2 7 10:45 5 0 5 11:00 0 11:15 0 11:30 0 11:45 0 Total 1880 1220 3100 Percent 60.6% 39.4% Peak 4:45 4:15 4:45 Volume 478 224 690 Peak Factor 0.934 0.966 0.948 Grand Total 2624 2528 5152 Percent 50.9% 49.1% AADT ADT:2,576 AADT:2,576 4 Appendix D 2021 Existing Traffic Operation Worksheets HCM Signalized Intersection Capacity Analysis 2021 Existing AM Peak Hour 3: Black Cat Road & Franklin Road Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(vph) 36 326 11 37 279 101 46 157 156 269 81 64 Future Volume(vph) 36 326 11 37 279 101 46 157 156 269 81 64 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 1.00 *0.60 1.00 1.00 *0.60 1.00 1.00 *0.60 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1509 3353 1500 1676 2118 1500 1644 2077 1471 1693 2139 1515 Flt Permitted 0.30 1.00 1.00 0.48 1.00 1.00 0.66 1.00 1.00 0.45 1.00 1.00 Satd. Flow(perm) 471 3353 1500 848 2118 1500 1143 2077 1471 810 2139 1515 Peak-hour factor, PHF 0.85 0.85 0.85 0.92 0.92 0.92 0.75 0.75 0.75 0.89 0.89 0.89 Adj. Flow(vph) 42 384 13 40 303 110 61 209 208 302 91 72 RTOR Reduction(vph) 0 0 10 0 0 86 0 0 141 0 0 42 Lane Group Flow(vph) 42 384 3 40 303 24 61 209 67 302 91 30 Heavy Vehicles(%) 2% 2% 2% 2% 2% 2% 4% 4% 4% 1% 1% 1% Parking (#/hr) 0 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Actuated Green,G(s) 29.9 23.6 23.6 25.9 21.6 21.6 38.8 32.6 32.6 54.7 42.5 42.5 Effective Green,g(s) 29.9 23.6 23.6 25.9 21.6 21.6 38.8 32.6 32.6 54.7 42.5 42.5 Actuated g/C Ratio 0.30 0.23 0.23 0.26 0.21 0.21 0.38 0.32 0.32 0.54 0.42 0.42 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 203 782 350 252 452 320 469 669 474 578 899 636 v/s Ratio Prot c0.01 0.11 0.01 c0.14 0.01 0.10 c0.08 0.04 v/s Ratio Perm 0.05 0.00 0.03 0.02 0.04 0.05 c0.20 0.02 v/c Ratio 0.21 0.49 0.01 0.16 0.67 0.07 0.13 0.31 0.14 0.52 0.10 0.05 Uniform Delay,dl 26.2 33.6 29.8 28.7 36.5 31.8 19.9 25.8 24.3 13.3 17.7 17.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.5 0.5 0.0 0.3 3.9 0.1 0.1 1.2 0.6 0.9 0.2 0.1 Delay(s) 26.7 34.0 29.8 29.0 40.4 31.9 20.1 27.0 24.9 14.1 18.0 17.5 Level of Service C C C C D C C C C B B B Approach Delay(s) 33.2 37.3 25.2 15.4 Approach LOS C D C B Intersection Summary HCM 2000 Control Delay 27.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.57 Actuated Cycle Length(s) 101.1 Sum of lost time(s) 24.5 Intersection Capacity Utilization 54.4% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11/19/2021 2021 Existing AM Peak Hour 12/06/2021 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2021 Existing AM Peak Hour 3: Black Cat Road & Franklin Road Black Cat Industrial (Development -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(veh/h) 36 326 11 37 279 101 46 157 156 269 81 64 Future Volume(veh/h) 36 326 11 37 279 101 46 157 156 269 81 64 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1772 1772 1772 1772 1772 1772 1744 1744 1744 1786 1786 1786 Adj Flow Rate,veh/h 42 384 13 40 303 110 61 209 208 302 91 72 Peak Hour Factor 0.85 0.85 0.85 0.92 0.92 0.92 0.75 0.75 0.75 0.89 0.89 0.89 Percent Heavy Veh, % 2 2 2 2 2 2 4 4 4 1 1 1 Cap,veh/h 195 626 279 225 393 278 583 737 521 593 955 674 Arrive On Green 0.04 0.19 0.19 0.04 0.18 0.18 0.04 0.35 0.35 0.14 0.45 0.45 Sat Flow,vehlh 1688 3367 1502 1688 2126 1502 1661 2093 1478 1701 2143 1514 Grp Volume(v),veh/h 42 384 13 40 303 110 61 209 208 302 91 72 Grp Sat Flow(s),vehlh/In 1688 1683 1502 1688 1063 1502 1661 1046 1478 1701 1072 1514 Q Serve(g_s),s 1.7 8.9 0.6 1.6 11.5 5.5 2.0 6.1 9.0 8.9 2.1 2.4 Cycle Q Clear(g_c),s 1.7 8.9 0.6 1.6 11.5 5.5 2.0 6.1 9.0 8.9 2.1 2.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 195 626 279 225 393 278 583 737 521 593 955 674 V/C Ratio(X) 0.22 0.61 0.05 0.18 0.77 0.40 0.10 0.28 0.40 0.51 0.10 0.11 Avail Cap(c_a),veh/h 529 1977 882 561 1249 882 899 737 521 958 955 674 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 27.2 31.8 28.4 26.9 33.0 30.5 16.1 19.8 20.8 12.8 13.7 13.7 Incr Delay(d2),s/veh 0.5 1.0 0.1 0.4 3.2 0.9 0.1 1.0 2.3 0.7 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.7 3.5 0.2 0.6 2.9 1.9 0.7 1.5 3.2 3.1 0.5 0.8 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 27.8 32.8 28.5 27.3 36.2 31.4 16.1 20.8 23.1 13.5 13.9 14.1 LnGrp LOS C C C C D C B C C B B B Approach Vol,veh/h 439 453 478 465 Approach Delay,s/veh 32.2 34.3 21.2 13.6 Approach LOS C C C B Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 17.7 36.5 9.1 21.8 9.8 44.4 9.1 21.7 Change Period (Y+Rc),s 6.0 6.5 6.0 6.0 6.0 6.5 6.0 6.0 Max Green Setting(Gmax),s 30.0 30.0 20.0 50.0 20.0 30.0 20.0 50.0 Max Q Clear Time(g_c+l1),s 10.9 11.0 3.6 10.9 4.0 4.4 3.7 13.5 Green Ext Time(p-c),s 0.8 1.8 0.0 2.5 0.1 0.7 0.1 2.2 Intersection Summary HCM 6th Ctrl Delay 25.1 HCM 6th LOS C Black Cat Industrial Development 11/19/2021 2021 Existing AM Peak Hour 12/06/2021 Kittelson&Associates, Inc. Page 2 HCM 6th TWSC 2021 Existing AM Peak Hour 35: McDermott Road & Franklin Road Black Cat Industrial Development Intersection Int Delay,s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 31 347 1 1 352 40 0 1 6 35 0 35 Future Vol,veh/h 31 347 1 1 352 40 0 1 6 35 0 35 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 91 91 91 89 89 89 58 58 58 63 63 63 Heavy Vehicles, % 2 2 2 5 5 5 0 0 0 0 0 0 Mvmt Flow 34 381 1 1 396 45 0 2 10 56 0 56 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 441 0 0 382 0 0 899 893 382 877 871 419 Stage 1 - - - - - - 450 450 - 421 421 - Stage 2 - - - - 449 443 - 456 450 - Critical Hdwy 4.12 - 4.15 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.218 - 2.245 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1119 - 1160 - 262 283 670 271 291 638 Stage 1 - - - - 592 575 - 614 592 - Stage 2 - - - - 593 579 - 588 575 - Platoon blocked,% - - Mov Cap-1 Maneuver 1119 - 1160 - 232 272 670 257 279 638 Mov Cap-2 Maneuver - - - - 232 272 - 257 279 - Stage 1 - - 569 553 - 590 591 Stage 2 - - 541 578 - 555 553 Approach EB WB NB SIB HCM Control Delay,s 0.7 0 11.6 19.1 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 554 1119 - 1160 - 366 HCM Lane V/C Ratio 0.022 0.03 0.001 - 0.304 HCM Control Delay(s) 11.6 8.3 0 - 8.1 0 19.1 HCM Lane LOS B A A - A A C HCM 95th%tile Q(veh) 0.1 0.1 - - 0 - 1.3 Black Cat Industrial Development 11/19/2021 2021 Existing AM Peak Hour 11/18/2021 Kittelson&Associates, Inc. Page 1 HCM Signalized Intersection Capacity Analysis 2021 Existing PM Peak Hour 3: Black Cat Road & Franklin Road Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(vph) 69 388 34 158 547 315 37 109 65 172 226 71 Future Volume(vph) 69 388 34 158 547 315 37 109 65 172 226 71 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 1.00 *0.66 1.00 1.00 *0.66 1.00 1.00 *0.66 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1524 3386 1515 1693 2352 1515 1693 2352 1515 1660 2307 1485 Flt Permitted 0.31 1.00 1.00 0.18 1.00 1.00 0.53 1.00 1.00 0.38 1.00 1.00 Satd. Flow(perm) 504 3386 1515 329 2352 1515 951 2352 1515 660 2307 1485 Peak-hour factor, PHF 0.85 0.85 0.85 0.92 0.92 0.92 0.75 0.75 0.75 0.89 0.89 0.89 Adj. Flow(vph) 81 456 40 172 595 342 49 145 87 193 254 80 RTOR Reduction(vph) 0 0 30 0 0 235 0 0 64 0 0 57 Lane Group Flow(vph) 81 456 10 172 595 107 49 145 23 193 254 23 Heavy Vehicles(%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 3% 3% 3% Parking (#/hr) 0 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Actuated Green,G(s) 28.9 28.9 28.9 36.9 36.9 36.9 32.5 32.0 32.0 34.9 34.9 34.9 Effective Green,g(s) 28.9 28.9 28.9 36.9 36.9 36.9 32.5 32.0 32.0 34.9 34.9 34.9 Actuated g/C Ratio 0.24 0.24 0.24 0.31 0.31 0.31 0.27 0.27 0.27 0.29 0.29 0.29 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 177 818 366 267 726 467 362 629 405 356 673 433 v/s Ratio Prot 0.02 c0.13 0.08 c0.25 0.02 c0.06 c0.09 0.11 v/s Ratio Perm 0.09 0.01 0.12 0.07 0.02 0.02 c0.07 0.02 v/c Ratio 0.46 0.56 0.03 0.64 0.82 0.23 0.14 0.23 0.06 0.54 0.38 0.05 Uniform Delay,dl 41.5 39.7 34.6 32.8 38.2 30.7 33.4 34.1 32.5 34.1 33.7 30.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.9 0.8 0.0 5.2 7.2 0.3 0.2 0.9 0.3 1.7 1.6 0.2 Delay(s) 43.4 40.5 34.6 38.0 45.4 31.0 33.6 35.0 32.8 35.8 35.3 30.7 Level of Service D D C D D C C C C D D C Approach Delay(s) 40.5 39.8 34.1 34.7 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 38.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length(s) 119.5 Sum of lost time(s) 24.5 Intersection Capacity Utilization 55.2% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11/19/2021 2021 Existing PM Peak Hour 12/06/2021 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2021 Existing PM Peak Hour 3: Black Cat Road & Franklin Road Black Cat Industrial (Development -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(veh/h) 69 388 34 158 547 315 37 109 65 172 226 71 Future Volume(veh/h) 69 388 34 158 547 315 37 109 65 172 226 71 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1786 1786 1786 1786 1786 1786 1786 1786 1786 1758 1758 1758 Adj Flow Rate,veh/h 81 456 40 172 595 342 49 145 87 193 254 80 Peak Hour Factor 0.85 0.85 0.85 0.92 0.92 0.92 0.75 0.75 0.75 0.89 0.89 0.89 Percent Heavy Veh, % 1 1 1 1 1 1 1 1 1 3 3 3 Cap,veh/h 175 826 368 269 716 460 366 690 443 349 679 436 Arrive On Green 0.04 0.24 0.24 0.10 0.30 0.30 0.12 0.29 0.29 0.12 0.29 0.29 Sat Flow,vehlh 1701 3393 1514 1701 2357 1514 1701 2357 1514 1674 2320 1490 Grp Volume(v),veh/h 81 456 40 172 595 342 49 145 87 193 254 80 Grp Sat Flow(s),vehlh/In 1701 1697 1514 1701 1179 1514 1701 1179 1514 1674 1160 1490 Q Serve(g_s),s 0.0 12.0 1.4 8.5 24.1 13.7 0.0 4.8 4.4 10.0 8.9 4.1 Cycle Q Clear(g_c),s 0.0 12.0 1.4 8.5 24.1 13.7 0.0 4.8 4.4 10.0 8.9 4.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 175 826 368 269 716 460 366 690 443 349 679 436 V/C Ratio(X) 0.46 0.55 0.11 0.64 0.83 0.74 0.13 0.21 0.20 0.55 0.37 0.18 Avail Cap(c_a),veh/h 432 1655 738 423 1150 738 501 690 443 636 679 436 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 45.9 33.9 14.2 32.0 33.2 13.9 33.6 27.3 27.2 32.5 28.8 27.1 Incr Delay(d2),s/veh 1.9 0.6 0.1 2.5 2.9 2.4 0.2 0.7 1.0 1.4 1.6 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.0 4.8 0.7 3.5 6.8 4.5 1.0 1.4 1.7 4.0 2.5 1.5 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 47.9 34.5 14.3 34.5 36.1 16.3 33.7 28.0 28.2 33.9 30.4 28.0 LnGrp LOS D C B C D B C C C C C C Approach Vol,veh/h 577 1109 281 527 Approach Delay,s/veh 35.0 29.8 29.1 31.3 Approach LOS C C C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 18.4 36.5 16.7 31.0 18.4 36.5 10.5 37.1 Change Period (Y+Rc),s 6.0 6.5 6.0 6.0 6.5 *6.5 6.0 6.0 Max Green Setting(Gmax),s 30.0 30.0 20.0 50.0 20.0 *30 20.0 50.0 Max Q Clear Time(g_c+l1),s 12.0 6.8 10.5 14.0 2.0 10.9 2.0 26.1 Green Ext Time(p-c),s 0.5 1.0 0.3 3.1 0.1 1.6 0.1 5.0 Intersection Summary HCM 6th Ctrl Delay 31.2 HCM 6th LOS C Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Black Cat Industrial Development 11/19/2021 2021 Existing PM Peak Hour 12/06/2021 Kittelson&Associates, Inc. Page 2 HCM 6th TWSC 2021 Existing PM Peak Hour 35: McDermott Road & Franklin Road Black Cat Industrial Development Intersection Int Delay,s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 35 494 5 5 675 37 5 0 3 22 2 67 Future Vol,veh/h 35 494 5 5 675 37 5 0 3 22 2 67 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 80 80 80 91 91 91 50 50 50 81 81 81 Heavy Vehicles, % 1 1 1 1 1 1 0 0 0 0 0 0 Mvmt Flow 44 618 6 5 742 41 10 0 6 27 2 83 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 783 0 0 624 0 0 1524 1502 621 1485 1485 763 Stage 1 - - - - - - 709 709 - 773 773 - Stage 2 - - - - 815 793 - 712 712 - Critical Hdwy 4.11 - 4.11 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.209 - 2.209 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 840 - 962 - 98 123 491 104 126 408 Stage 1 - - - - 428 440 - 395 412 - Stage 2 - - - - 374 403 - 427 439 - Platoon blocked,% - - Mov Cap-1 Maneuver 840 - 962 - 72 112 491 96 115 408 Mov Cap-2 Maneuver - - - - 72 112 - 96 115 - Stage 1 - - 394 405 - 363 408 Stage 2 - - 294 399 - 388 404 Approach EB WB NB SIB HCM Control Delay,s 0.6 0.1 44.9 36.7 HCM LOS E E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 106 840 - 962 - 222 HCM Lane V/C Ratio 0.151 0.052 0.006 - 0.506 HCM Control Delay(s) 44.9 9.5 0 - 8.8 0 36.7 HCM Lane LOS E A A - A A E HCM 95th%tile Q(veh) 0.5 0.2 - - 0 - 2.6 Black Cat Industrial Development 11/19/2021 2021 Existing PM Peak Hour 12/06/2021 Kittelson&Associates, Inc. Page 1 KITTELSON&ASSOCIATES,INC. Analysis Traffic Volumes 610 SW Alder,Suite 700 Hour Major Street Minor Street Portland,Oregon 97205 Begin End EB WB NB SB (503)228-5230 12:00 AM 1:00 AM 82 30 0 5 1:00 AM 16 8 0 3 2:00AM 16 9 0 0 Project#: 26745 3:00 AM 8 8 0 6 Project Name: Black Cat Industrial 4:00 AM 80 25 0 20 Analyst: JFR 5:00AM 223 80 1 55 Date: 12/30/2021 6:00 AM 241 256 1 119 File: H:\26\26745-Meridian Black Cat Industrial 7:00 AM 461 423 7 70 Project\Analysis\Signal Warrants\[2021 Franklin- McDermott Signal Warrant Analvsis.xlslData Innut 8:00 AM 496 314 2 107 Intersection: Franklin Rd/McDermott Rd 9:00 AM 264 256 3 78 Scenario: Year 2021 Existing 10:00AM 257 223 2 64 11:00 AM 276 287 3 85 12:00 PM 293 279 3 72 1:00 PM 250 277 3 78 Warrant Summary 2:00 PM 319 324 4 83 Warrant Name Analyzed? Met? 3:00 PM 306 421 6 119 #1 Eight-Hour Vehicular Volume Yes Yes 4:00 PM 373 537 8 88 #2 Four-Hour Vehicular volume Yes Yes 5:00 PM 534 717 6 91 #3 Peak Hour Yes Yes 6:00 PM 411 557 4 66 #4 Pedestrian Volume No 7:00 PM 232 191 2 46 #5 School Crossing No 8:00 PM 277 113 1 28 #6 Coordinated Signal System No 9:00 PM 179 124 1 17 #7 Crash Experience No 10:00 PM 138 62 1 20 #8 Roadway Network No - 11:00 PM 403 54 0 5 #9 Intersection Near a Grade Crossing No Input Parameters Volume Adjustment Factor= 1.0 Warrant#1-Eight Hour North-South Approach= Minor Hours That Condition for Warrant Major Street Minor Street Signal Warrant East-West Approach= Major Condition Condition Is Warrant Factor Requirement Requirement Met? Major Street Thru Lanes= 1 Met Factor Met? Minor Street Thru Lanes= 1 A 500 150 0 No 100% No Speed>40 mph? Yes B 750 75 3 No Population<10,000? No A 400 120 0 No 80% No Warrant Factor 70% B 600 60 7 No Peak Hour or Daily Count? Daily 70% A 350 105 3 No Yes B 525 53 10 Yes A 280 84 6 No 56% Yes B 420 42 14 Yes Warrant#2-Four Hour -2 Major/2 Minor Warrant#3-Peak Hour -2 Major/2 Minor 70%Warrant Factor -2Major/1Minor 70%Warrant Factor -2 Major/1 Minor 1 Major/2 Minor -1 Major/2 Minor 400 -1 Major/1 Minor 500 -1 Major/1 Minor x Traffic Volumes x Traffic Volumes 400 300 a w m 300 O c e 200 W L 20 = 200 2 100 xK * 100 X 0 p 200 300 400 500 600 700 800 900 1000 300 400 500 600 700 800 900 1000 1100 1200 1300 Combined Major Street Combined Major Street SIGNAL WARRANT VOLUME PROFILE CALCULATIONS Eastbound Westbound Northbound(Profile NB N of Franklin-Volumes low on S Approach Southbound Hourly Vehicular %of PM Existing BK by PM Peak Hourly Vehicular %of PM Existing 8K by PM Peak Hourly Vehicular %of PM ExistingBK b PM Peak Hourly Vehicular y Y %of PM 1119 BK by PM Peak Time Volume' Peak Hour Profile Profile Site Trips Total Volume' Peak Hour Profile Profile Site Trips Total Volume Peak Hour Profile Profile Site Trips Total Volume Peak Hour Profile Site Trips Total 1200 80 15.38% 82 152 10 162 29 4.23% 30 63 3 66 7 5.38% 0 1 0 1 3 5.17% 5 1 6 1:00 16 3.08% 16 30 7 37 8 1.17% 8 17 2 19 2 1.54% 0 0 0 0 2 3.45% 3 1 4 2:00 16 3.08% 16 30 3 33 9 1.31% 9 19 1 20 1 0.77% 0 0 0 0 0 0.00% 0 0 0 3:00 8 1.54% 8 15 7 22 8 1.17% 8 17 2 19 0 0.00% 0 0 0 0 4 6.90% 7 1 8 4:00 78 15.00% 80 148 21 169 24 3.50% 25 52 5 57 4 3.08% 0 1 0 1 13 22.41% 22 2 24 5:00 217 41.73% 223 412 41 453 76 11.09% 80 165 11 176 10 7.69% 1 2 0 2 35 60.34% 60 4 64 6:00 235 45.19% 241 446 130 576 245 35.77% 256 531 33 564 22 16.92% 1 5 0 5 76 131.03% 1301 12 142 7:00 449 86.35% 4611 852 229 1081 404 58.98% 423 875 59 934 32 24.62% 7 9 0 9 95 163.79% 70 42 22 64 8:00 483 92.88% 496 917 212 1129 300 43.80% 314 650 55 705 36 27.69% 2 7 0 7 68 117.24% 107 116 20 136 9:00 257 49.42% 264 488 147 635 245 35.77% 256 531 38 569 41 31.54% 3 9 0 9 50 86.21% 78 85 14 99 10:00 250 48.08% 257 475 164 639 213 31.09% 223 461 42 503 35 26.92% 2 7 0 7 41 70.69% 64 70 16 86 11:00 269 51.73% 276 511 178 689 274 40.00% 287 594 46 640 42 32.31% 3 9 0 9 54 93.10% 85 92 17 109 12:00 285 54.81% 293 541 36 577 267 38.98% 279 578 148 726 44 33.85% 3 9 0 9 46 79.31% 72 79 4 83 13:00 243 46.73% 250 461 40 501 265 38.69% 277 574 162 736 56 43.08% 3 12 0 12 50 86.21% 78 85 4 89 14:00 311 59.81% 319 590 44 634 310 45.26% 324 672 178 850 58 44.62% 4 12 0 12 53 91.38% 83 90 41 94 15:00 298 57.31% 306 566 471 613 4021 58.69% 4211 871 1941 10651 98 75.38% 6 201 0 20 76 131.03% 119 130 5 135 16:00 363 69.81%1 3731 699 60 749 513 74.89% 537 1111 245 1356 130 100.00% 8 27 0 27 561 96.55% 981 96 6 102 17:00 520 100.00% 534 987 59 1046 685 100.00% 717 1484 240 1724 94 72.31% 6 20 0 20 58 100.00% 91 99 6 105 18:00 400 76.92% 411 759 47 806 532 77.66% 557 1153 194 1347 60 46.15% 4 12 0 12 42 72.41% 66 72 5 77 19:00 226 43.46% 232 429 34 463 182 26.57% 191 394 140 534 32 24.62% 2 7 0 7 29 50.00% 46 50 3 53 20:00 270 51.92% 277 512 31 543 108 15.77% 113 234 127 361 24 18.46% 1 5 0 5 16 31.03% 28 31 3 34 21:00 174 33.46% 179 330 22 352 118 17.23% 124 256 92 348 19 14.62% 1 4 0 4 11 18.97% 17 19 2 21 22:00 134 25.77% 138 254 11 265 59 8.61% 62 128 43 171 10 7.69% 1 2 0 2 13 22.41% 20 22 1 23 23:00 392 75.38% 403 7. 7 711 52 7.59% 54 113 27 140 6 4.62% 0 1 0 1 3 5.17% 5 5 1 6 Total 5,974 6,135 11,338 12924 5,328 5575 21543 13627 863 58 181 291 896 2325 1410 1564 Obtained from November 19th,2019 Tube Counts Collected by ACHD 'Obtained from November 19th,2019 Tube Counts Collected by ACHD 3 Obtained from January 13,2021 Tube Counts Collected by Kittelson 4 Obtained from January 13,2021 Tube Counts Collected by Kittelson Eastbound Westbound Northbound Southbound Existing Count PM Peak 534 Existing Count PM Peak 717 Existing Count PM Peak 8 Existing Count PM Peak 91 BG Estimate PM Peak 987 BG Estimate PM Peak 2484 BG Estimate PM Peak 27 BG Estimate PM Peak 99 BG PM BK Peak Growth Factor 1.85 BG PM BK Peak Growth Factor 2.07 BG PM BK Peak Growth Factor 3.38 BG PM BK Peak Growth Factor 1.09 Appendix E Crash Data Total Accidents: 13 Total Fatalities: 0 Total Units: 26 Total Injuries: 9 Total People: 29 Report Criteria: Franklin Rd-Meridian And Black Cat Rd Streets : Franklin Rd-Meridian Counties:ALL, Cities:ALL- In City And Rural, Black Cat Rd Use intersection related crashes Data From: 2020,2019,2018,2017,2016, Year Total 2016 2 2017 1 2018 3 2019 5 2020 2 Severity Total B Injury Accident 3 C Injury Accident 4 Property Dmg Report 6 Day Of Week Total Monday 2 Tuesday 5 Wednesday 3 Thursday 1 2 Saturday 1 1 Hour Total 0 1 7 1 8 1 10 1 11 1 13 1 15 1 16 1 17 3 18 1 20 1 Event Name Total Rear-End 10 Angle Turning 6 Backed Into 2 Head-On Turning 2 Angle 1 Curb 1 Ditch 1 Non-Contact Unit 1 Overturn 1 Traffic Sign Support 1 Contributing Circumstance Total Failed to Yield 3 Speed Too Fast For Condit 3 Failed to Obey Signal 2 Following Too Close 2 Inattention 2 Distracted IN or ON Vehic 1 Drug Impaired 1 Improper Backing 1 Improper Turn 1 Other 1 Overcorrected 1 None 60 Injury Total Suspected Minor Injury 3 Possible Injury 6 No Apparent Injury 19 Unknown 1 1 Drivers Age Total 20 2 21 1 24 2 27 1 28 1 30 1 36 1 37 1 38 1 41 1 43 1 47 1 50 2 51 1 52 1 55 1 56 2 57 2 59 1 63 1 641 1 I: S. MR!"Em mill i mism ........... -lm�l �im Total Accidents: 4 Total Fatalities: 0 Total Units: 8 Total Injuries: 6 Total People: 13 Report Criteria: Franklin Rd-Meridian And McDermott Rd Streets : Franklin Rd-Meridian Counties:ALL, Cities:ALL- In City And Rural, McDermott Rd Use intersection related crashes Data From: 2020,2019,2018,2017,2016, Year Total 2017 1 2019 2 2020 1 Severity Total B Injury Accident 1 C Injury Accident 1 Property Dmg Report 2 Day Of Week Total Monday 1 Friday 2 Saturday 1 Hour Total 8 1 12 1 18 2 Event Name Total Angle Turning 4 Head-On Turning 4 Contributing Circumstance Total Failed to Yield 2 Improper Turn 1 None 21 Injury Total Suspected Minor Injury 1 Possible Injury 5 No Apparent Injury 7 Drivers Age Total 17 2 19 1 20 1 25 1 53 1 71 1 85 1 I"11.�31. MI-Al I.Clylld—, S--Fi— �zj1-1-11i.—I IN(N), —d— M— KKkivpe CIT.— Cl uvztlas No- 1.No- C.." C., —11 1.No- Cl- 1— -101 N -111 1-1 Con—No- No- 1.No- Cl I- N. N wa3ao, In'— N avzo.s 1 N savzo.s 1 N TNw'LC No-n— No 2 1.No- c—, 2 1""'1 —1— 2 M� N No� E2 :� —. N '0�_ No No- No- No- 1 N N No- I., N N wasao, N -1 No". No- No- No- 1-11. Cond—No- No- N 11. Cond—No- No- N Noxxipiwry Non. Non. Non. -I.. E'Imm". oxxipiwry Rep- ID W...Llll�ft�p� —.6--C16-1 11 cry AM 1-1, xwne —Q-q Fill—___J. Y,1-1--RII-d NfN'), Appendix F 2030 Traffic Projections & Model Forecasts NCHRP 255 Post Processing-2030 AM Peak Hour Blue Text-required input Step 1-nse o ume oc an o e 1n o umes ep - epopu a e o ume oc Tips:Copy and Paste in a block already containing volumes from Joe Bessman's Tip:Do not copy and paste a new block on top of this.This block is spreadsheet.Manually add existing year model volumes in cyan cells.Manually add future configured to have volumes calcuated with this spreadsheet and year model volumes in purple cells. intersection data(street names,PHF,etc)from the block in Step 1 in Leg 2 out Pm Ex Model In 1524 Leg 2 566 274 Ex Model Out 1523 Fut Model In 2144 e 0 SB Fut Model Out 2146 E�17 352 Out 64 81 269 In249 EB Franklin 0 90<are 292 464 36 X:00[o X:00 a.m. 301 0%Leg 3 32fi 101 2J9 Leg 1 Leg 3 Leg 1 In 11 2117 6 20 32 out 279 Black Cat W839EB 46 157 156 0 B 180 ce ay oie 8e 161 387 Out Leg 4 In 529 Leg 4 Updated In Leg 2 Out L 14 Ex Model In 588 Leg 2 182 9 Ex Modes Out 588 Fut Model In 12- Q 0 B Fut Model Out 1230 1807;"' NBOtlt 35 1 35 In 2295 r EB Franklin 090 are ` 242 4$$31 X:00 to X:00 P.m. 40 0% 51 . 25Leg 3 — 102 352 ' Leg 1 Leg 3 J24 .00 6240 Leg 1 In 1 201) 6201 ' Out 0 5160 McDermott WB 280 634 90EB 1 1 6 0 6NB 1800 0/c R 4 4 Out 22 Leg 4 In M Leg 4 NCHRP 255 Post Processing-2030 PM Peak Hour Blue Text-required input Step 1-nse o ume oc an o e to o umes ep - epopu a e o ume oc Tips:Copy and Paste in a block already containing volumes from Joe Bessman's Tip:Do not copy and paste a new block on top of this.This block is spreadsheet.Manually add existing year model volumes in cyan cells.Manually add future configured to have volumes calcuated with this spreadsheet and year model volumes in purple cells. intersection data(street names,PHF,etc)from the block in Step 1 in M g 2 out P11111=1 Ex Mold In 2006 Leg 2 408 594 Ex Mold Out 2007 Fut Modd In 3164 SB Fut Modd Out 31M 180 NB 1094 E16 2 In 141 253 120 _ 387 B 9g a& 993 1361 we Franklin vB 69 X:00pLeg 3 3aa147 Leg 1 Leg 3 0 ]5] 101 -t) 3042 o Leg 1 In 34 158 out 306 2017 6 2035r WB500_ 90 Black Cat EB o 11 165 111 180 se 0 ce ay 0 R re•526 248 out Leg 4 In 492 Leg 4 Ejjj� In Leg 2 out 221 Ex Mwd In 884 Leg 2 41 259 Ex Mold Out 883 Fut Mold In 2131 5B Fut Mold Out 2131 NB out 6J 2 22 In 60 IB 271 EB raawm o 90 ap 388 1122 Fmnkno vB 3s x:oo to x:oo g.m. 37 B% BB g.m. 15 o% Leg 3 994 102 675 Leg 1 Leg 3 960 00[102 1963 0 Leg 1 In 5 2017 6 20 5 Out 0% 8 201) 6 020 fi 448 McDermott WB 348 616 90 McDermott EB 0 3 o 9 0 8 Nit 180 SB 0 a 0 v0/c R 5 1 out Leg 9 In Leg 4 2021 AM Peak Hour Build: 2021 Demographics on 2021 Network(New Model v2015) 10/18/2021 174 t-nerry Ln Cherry Ln Cherry Ln Cherry Ln m Cherry Ln Cherry Ln Cherry Ln ^' M 167 212 212 212 229 226 229 's 214 Cher 253 i ~ 4T 3 Ln 159 Cherry Ln 154 Cherry 32Y 321 r/ Cherr4 Ln M My 564 601 687 680 Cherry Ln Cherr Ln Cher Ln y Kerry Ln Cherry Ln Cherr Ln 671 --i58 0^ b Y Cherry L S. U rry Ln N W (D y M My. E. OA. N O W W 41 O O aW V UJ tp lb o N o Pine Ave aA pine Ave Pine Ave Pine Ave Pine Ave o p p 4 330 106 1 ~ ~ 221 a a 13 83 24 Pine Ave Pine Ave Pine Ave Pine Ave ^ Pine 2Ave n— w v �a O N O m m CC Ce 0 m o E Ill N 9 9 •�- F 10 W Rd vv) Franklin Rd Franklin Rd Franklin Rd Franklin Rd Franklin Rd Franklin Rd Franklin Rd Franklin Rd 295 295 Franklin Rd Franklin Rd Franklin Rd 242 245 247 249 292 292 293 302 339 160 td Franklin Rd Franklin60 Rd 280 279 280 279 ^ 839 843 886 1010 g08 w Franklin Rd Franklin Rd Franklin Rd Franklin Rd m Franklin Rd Franklin Rd Franklin Rd m Franklin Rd F o �ranklin Rd V) C ti C VI K Er p 'a 0V v0 cam �c� �F m m v I-84 WB o, O 10 3217 r. `?)88 I-84 Wg O 0 I-84 EB 4988 3217 I-84 EB a 4988 m 1-84 EB m FD m c I'84 W8 3217 3 3 0 0 mrn �m Q .�- y R d 4988 1-84 EB m m I-21W6 571 5714 W'571 5713517�Sb448 448 I-8`4488 a m c o 0 4988 135 r 3qq n 3qq a a I 84 EB 480 I-84 E480 480I829 a504 1357I 7 L�j K IT W WN, ID 3� 3 n a Overland Rd Overland Rd a'm 5 7 n a 38 46 l m N Overland Rd Overland Rd 3 00 3 Airport Rd Airport Rd N N m m 48 9i�p (Ld 15 a v ch pdt z z 21 Qa 18 RcPC 15 9 ° ° 4 v� _ca. moon (Licensed to Community Planning Association) 2030 AM Peak Hour Build: 2030 Demographics on 2030 Network(New Model v2015) 10/18/2021 Cherry 262 �r 274 Ln Cherry Ln Cherry 281 Ln m Y Y a Cherry Ln Cherry I c C Cherry Ln Cherr Ln f f v c 51 Ln 302 302 300 0 270 289 � �61 320 Cherry Ln 3 351 351 345 N 695 730 798 784 756 172 C rry Ln Cherry Ln Cherry Ln Cherry Ln ^� �.-herry Ln Cherry Ln Cherry Ln Cherry L C rry Ln N E. A U D_ 10 t6 � M O IPi W W b b 3 0 g � � o o Pine Ave a Pine Ave Pine Ave Pine Ave b Pine Ave A A 6 325 103 18 ~ ~ 214 13 84 24 Pine Ave Pine Ave Rine Ave Pine Ave 4 N Pine Ave w .J N N � C U S n G^O ti € m m K Ce Vl•-i T N•'� W 3�N �9t OJ ~� ~ Rd N Franklin Rd Franklin Rd Franklin Rd Franklin Rd Franklin Rd Franklin Rd M Franklin Rd Franklin Rd Franklin Rd Franklin Rd 646 675 625 560 560 488 ^ 506 Franklin Rd Franklin Rd Franklin Rd 488 525 464 476 471 475 526 719 704 = 698 629 629 634 634 2d Franklin Rd Franklin Rd ranklin 617 604 N 1072 1062 1148 1307 2 ce 1257 D rn Rd Franklin Rd Franklin Rd Franklin Rd Franklin Rd Franklin Rd N Franklin Rd Franklin Rd Franklin Rd a Franklin Rd v °Franklin Rd p N N L 03 D 01 E O N Q f7`Z HOC W 9. a I �r1 Z s SH164WB SH16SN\ mw rn� m r 8463S40 846 1Y$Q B o " M rn SR' 540 i- -8Flar ingoAve S832 r�ingoAve--�M �k 3H16 1 ° N 51 1-84 EB 24 58�24—= h= S4 WB 19 6 SH 16-84 EF6 58 o Ave_ 3894 r Flamingo Ave Flamingo Ave SH 6�_ 903E m903— M co 6 SH 16 'SH 16 1-84 W8 > > O M N N M c Flamingo Ave t-' 0 3894 3� w 3 O N 0 UM N U fJDJ V(D b Y- b y a d 0 6149 1-84 ES m m I-84 WB 7144 wr714 71432" g�6669 669 I-W,"T 3894 714 �9 a � 3 3 1669 m r o+ c v v W m 6149 817 �' Q3Q w 3gg F N F 1-84 Eg 1-84 E817 817gg9 6L04 1398I c a Overland Rd Overland Rd a V m 8 8 n a 21 32 Overland Rd Overland Rd .>> c Airport Rd rt Rd Airport M m 99 �9i�p ,,�t,Etd 16 � v D 355 S Rc��A 6 0 0 (Licensed to Community Planning Association) 2021 PM Peak Hour Build: 2021 Demographics on 2021 Network (New Model v2015) 10/18/2021 255 244 399 38 Cherry Ln Cherry Ln Cherry Ln Cherry Ln 378 379 389 360 o N b ry Y Cherry Ln Y,herry Ln Cherry Ln Cherry Ln Cherry L� rryLn r O E i N E i0 C� 'A d' W v A N U) U uni U a n U � Y 0 m W W C1 N 3 0 F A A F W � A o 9 o Pine Ave aPine Ave Pine Ave Pine Ave Fine Ave 151 45 3 m 268 m 8 306 102 2 240 Pine Ave Pine Ave Pine Ave Pine Ave w Pine Ave V fD O A N d d y v ZI a v 'T pro U Of Y V N Y O W O = = E n E in m Of O N N N N O O N d V O W 0 N N r` M Z> IT H Rd M co Franklin Rd Franklin Rd Franklin Rd Franklin Rd oFranklin Rd Franklin Rd Franklin Rd Franklin Rd Franklin Rd Franklin Rd Franklin Rd 271 271 388 386 387 387 993 996 1032 1146 1173 448 448 Rd a Franklin Rd Franklin Rd 348 351 354 357 N 500 501 507 541 �_ 519 N Franklin Rd Franklin Rd Franklin Rd Franklin Rd N A Franklin Rd Franklin Rd Franklin Rd °i o M rn o Franklin Rd Franklin Rd 41 U ' C CD H F m m n N 1-84 W13 ao 0 5782 18 1-$4 WB a n 1-84 ES 3618 5782 N rn N 1-84 EB '0 3618 ca a N o I-84 Eg of184 we ro '� of 5782 E M M E U N V v fD A A N 3618 sI Ns n n g I-84 Eg m m I-84 WB °61 W'6 646�16��846 1229 81229 5782 646 a m co C v o w ao 3618 715 09j M E A J 3 0 0. N 184 EB I-84 E1715 715�326 4685685, g 3 w 3 a a Overland Rd Overland Rd A A o 41 47 a a a a 11 12 m N N M o Overland Rd Overland Rd N m m D:\UAG\2011Model\calibration\Base\TIP\FY2228R6\b2021\PH ASSIGN b2021.NET New Regional Model calibrated to 2011/12 conditions-completed in January 2015 MIUIW� (Licensed to Community Planning Association) 2030 Peak Hour Build: 2030 Demographics on 2030 Network 10/26/2021 . ••,� � � Uo mU N v � v Y 7 (O y Cherry Ln =�y Cherry Ln Cherry Ln Cherry Ln m Cherry Ln Cherry Ln ?� Cherry Ln Cherry M m m Ln Cher Li 2 360 co 476 476 470 943 972 1034 °rn 1010 997 ' ^ C 25 1325 Cherry Ln C r 7 Ln Cherry Ln Cher 1 Ln 420 W N 569 576 580 539 539 09 609 rY o ry Cherry Cherry Ln herry Ln Cherry Ln Cherry Ln Cherry I _no rry Ln Cherry Lr m rn E v E v 3 -0, 3 y _ rf N a O U s 4 4 U a a U U m p m O M W W (p O1 G1 a B Pine Ave XPine Ave Pine Ave Pine Ave ° ine Ave Pine Q Q 15 a 150 d o N r 9 � A 44 47 H H 388 46 U o 0 11 303 100 33 276 18 Pine Ave Pine Ave Pine Ave ofPine Ave g O r _g line Ave Pine c c U � � F- F- N o o N a =N $ = E v E m m `r Franklin Rd Franklin Rd Franklin Rd Franklin Rd Franklin Rd M Franklin Rd Franklin Rd 1082 1079 1086 1086 1122 1122 ^ 1105 1094 Franklin Rd Franklin Rd Franklin Rd Franklin Rd Franklin Rd Franklin 1 1361 1374 1440 1586 1538 1464 1157 1197 rn 973 936 936 815 815 835 862 863 862 864 Rd Franklin Rd Franklin Rd rn a 907 874 842 u> rn Franklin Rd Franklin Rd Franklin Rd Franklin Rd Franklin Rd N Franklin Rd Franklin Rd Franklin Rd Franklin Rd °,° ^Franklin Rd Franklin I o O o Ch`� 3 m m3 rn _w "b x 0 o M m o , m m H m � SH1C�� SH16SN � �� ^Z Co 2 0 0. 764i91 764 KI w f�Op M (00 M'YO fD �2 O 12 1 84 ES 32 Ave 587 ingo Ave o n .o- 9 18 1-8 r 84 ES 32 1-84 Eg 12 m rn S 999 691 WB ° N M 1 N m .0195 S am. H 1684 f 166 166 _ 20 7? Flamingo Ave Flamingo Ave SH16 _697 897, m m �n ao o lgs SH 16 84 1.SH 16 1-84 Wg W DO > > rn o 681j V M C a Flamingo Ave m N �rn � m rn m m o �O d d � 4364 a a a 1-84 Eg a 1-84 691W6 810 810 01510 810229�9879 1311-81311 1311 m 3 3 c 4364 0 814 707 \6'y. n N 3 rn wo 3 M n m 1-84 Eg 1-84 EB 707Sg6, ,L�p814 8141 881c6 a Q o Q U v U y O V y a a Overland Rd Overland RdCD N 39 48 m m a a a m N 19 21 m W m o rn N Overland Rd Overland Rd K cP �Jd 0 DAUAG\2011Model\calibration\Base\TIP\FY2228R6\b2030\PH ASSIGN b2030.NET MIUIW� (Licensed to Community Planning Association) Appendix G Year 2030 Background Traffic Operation Worksheets HCM Signalized Intersection Capacity Analysis 2030 Background AM Peak Hour 3: Black Cat Road & Franklin Road Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(vph) 67 594 35 53 457 84 113 196 192 199 103 95 Future Volume(vph) 67 594 35 53 457 84 113 196 192 199 103 95 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 1.00 *0.65 1.00 1.00 *0.65 1.00 1.00 *0.65 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 3353 1500 1676 2294 1500 1629 2229 1457 1693 2317 1515 Flt Permitted 0.18 1.00 1.00 0.26 1.00 1.00 0.65 1.00 1.00 0.48 1.00 1.00 Satd. Flow(perm) 311 3353 1500 454 2294 1500 1110 2229 1457 848 2317 1515 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow(vph) 74 653 38 58 502 92 124 215 211 219 113 104 RTOR Reduction(vph) 0 0 27 0 0 66 0 0 150 0 0 70 Lane Group Flow(vph) 74 653 11 58 502 26 124 215 61 219 113 34 Heavy Vehicles(%) 2% 2% 2% 2% 2% 2% 5% 5% 5% 1% 1% 1% Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Actuated Green,G(s) 38.7 31.3 31.3 36.3 30.1 30.1 42.1 31.0 31.0 50.1 35.0 35.0 Effective Green,g(s) 38.7 31.3 31.3 36.3 30.1 30.1 42.1 31.0 31.0 50.1 35.0 35.0 Actuated g/C Ratio 0.36 0.29 0.29 0.34 0.28 0.28 0.39 0.29 0.29 0.46 0.32 0.32 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 204 970 434 222 638 417 485 639 417 511 750 490 v/s Ratio Prot c0.02 0.19 0.01 c0.22 0.03 0.10 c0.06 0.05 v/s Ratio Perm 0.10 0.01 0.07 0.02 0.07 0.04 c0.14 0.02 v/c Ratio 0.36 0.67 0.03 0.26 0.79 0.06 0.26 0.34 0.15 0.43 0.15 0.07 Uniform Delay,dl 24.7 33.9 27.5 25.3 36.0 28.6 21.8 30.4 28.7 18.0 26.0 25.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.1 1.9 0.0 0.6 6.4 0.1 0.3 1.4 0.7 0.6 0.4 0.3 Delay(s) 25.8 35.7 27.5 25.9 42.4 28.7 22.1 31.9 29.4 18.6 26.4 25.5 Level of Service C D C C D C C C C B C C Approach Delay(s) 34.4 39.0 28.7 22.3 Approach LOS C D C C Intersection Summary HCM 2000 Control Delay 32.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.57 Actuated Cycle Length(s) 108.1 Sum of lost time(s) 24.5 Intersection Capacity Utilization 59.3% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11/19/2021 2030 Background AM Peak Hour 12/13/2021 Kittelson&Associates, Inc. Page 2 HCM 6th Signalized Intersection Summary 2030 Background AM Peak Hour 3: Black Cat Road & Franklin Road Black Cat Industrial (Development --I. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(veh/h) 67 594 35 53 457 84 113 196 192 199 103 95 Future Volume(veh/h) 67 594 35 53 457 84 113 196 192 199 103 95 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1772 1772 1772 1772 1772 1772 1730 1730 1730 1786 1786 1786 Adj Flow Rate,veh/h 74 653 38 58 502 92 124 215 211 219 113 104 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 5 5 5 1 1 1 Cap,veh/h 203 903 403 216 607 396 555 717 467 505 834 544 Arrive On Green 0.05 0.27 0.27 0.04 0.26 0.26 0.07 0.32 0.32 0.11 0.36 0.36 Sat Flow,vehlh 1688 3367 1502 1688 2303 1502 1647 2249 1466 1701 2322 1514 Grp Volume(v),veh/h 74 653 38 58 502 92 124 215 211 219 113 104 Grp Sat Flow(s),vehlh/In 1688 1683 1502 1688 1152 1502 1647 1124 1466 1701 1161 1514 Q Serve(g_s),s 3.0 16.6 1.8 2.3 19.3 4.5 4.7 6.8 10.8 7.9 3.1 4.4 Cycle Q Clear(g_c),s 3.0 16.6 1.8 2.3 19.3 4.5 4.7 6.8 10.8 7.9 3.1 4.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 203 903 403 216 607 396 555 717 467 505 834 544 V/C Ratio(X) 0.37 0.72 0.09 0.27 0.83 0.23 0.22 0.30 0.45 0.43 0.14 0.19 Avail Cap(c_a),veh/h 483 1789 798 505 1224 798 789 717 467 858 834 544 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 25.6 31.3 25.8 25.0 32.6 27.2 19.0 24.1 25.5 17.9 20.3 20.7 Incr Delay(d2),s/veh 1.1 1.1 0.1 0.7 3.0 0.3 0.2 1.1 3.1 0.6 0.3 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 2.1 10.6 1.1 1.6 9.1 2.8 3.1 3.3 7.1 5.4 1.5 2.9 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 26.7 32.4 25.9 25.7 35.6 27.5 19.2 25.2 28.6 18.5 20.6 21.5 LnGrp LOS C C C C D C B C C B C C Approach Vol,veh/h 765 652 550 436 Approach Delay,s/veh 31.5 33.6 25.2 19.8 Approach LOS C C C B Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 16.5 36.5 9.9 31.3 12.6 40.3 10.4 30.8 Change Period (Y+Rc),s 6.0 6.5 6.0 6.0 6.0 6.5 6.0 6.0 Max Green Setting(Gmax),s 30.0 30.0 20.0 50.0 20.0 30.0 20.0 50.0 Max Q Clear Time(g_c+l1),s 9.9 12.8 4.3 18.6 6.7 6.4 5.0 21.3 Green Ext Time(p-c),s 0.6 1.8 0.1 4.5 0.2 0.9 0.1 3.5 Intersection Summary HCM 6th Ctrl Delay 28.5 HCM 6th LOS C Black Cat Industrial Development 11/19/2021 2030 Background AM Peak Hour 12/13/2021 Kittelson&Associates, Inc. Page 3 HCM 6th TWSC 2030 Background AM Peak Hour 35: McDermott Road & Franklin Road Black Cat Industrial Development Intersection Int Delay,s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 51 724 14 5 624 25 2 1 6 12 2 27 Future Vol,veh/h 51 724 14 5 624 25 2 1 6 12 2 27 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 5 5 5 0 0 0 0 0 0 Mvmt Flow 56 796 15 5 686 27 2 1 7 13 2 30 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 713 0 0 811 0 0 1642 1639 804 1630 1633 700 Stage 1 - - - - - - 916 916 - 710 710 - Stage 2 - - - - 726 723 - 920 923 - Critical Hdwy 4.12 - 4.15 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.218 - 2.245 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 887 - 802 - 81 101 386 82 102 443 Stage 1 - - - - 329 354 - 428 440 - Stage 2 - - - - 419 434 - 327 351 - Platoon blocked,% - - Mov Cap-1 Maneuver 887 - 802 - 67 88 386 72 89 443 Mov Cap-2 Maneuver - - - 67 88 - 72 89 - Stage 1 - - 291 313 - 379 436 Stage 2 - 385 430 - 283 311 Approach EB WB NB SB HCM Control Delay,s 0.6 0.1 29.1 35.1 HCM LOS D E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 159 887 - 802 - 164 HCM Lane V/C Ratio 0.062 0.063 0.007 - 0.275 HCM Control Delay(s) 29.1 9.3 0 - 9.5 0 35.1 HCM Lane LOS D A A - A A E HCM 95th%tile Q(veh) 0.2 0.2 - - 0 - 1.1 Black Cat Industrial Development 11/19/2021 2030 Background AM Peak Hour 12/06/2021 Kittelson&Associates, Inc. Page 1 HCM Signalized Intersection Capacity Analysis 2030 Background PM Peak Hour 3: Black Cat Road & Franklin Road Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(vph) 120 757 106 170 1042 188 179 165 111 120 253 141 Future Volume(vph) 120 757 106 170 1042 188 179 165 111 120 253 141 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 1.00 *0.90 1.00 1.00 *0.70 1.00 1.00 *0.70 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1693 3386 1515 1693 3208 1515 1693 2495 1515 1660 2447 1485 Flt Permitted 0.08 1.00 1.00 0.18 1.00 1.00 0.37 1.00 1.00 0.60 1.00 1.00 Satd. Flow(perm) 144 3386 1515 328 3208 1515 657 2495 1515 1045 2447 1485 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 133 841 118 189 1158 209 199 183 123 133 281 157 RTOR Reduction(vph) 0 0 75 0 0 95 0 0 92 0 0 122 Lane Group Flow(vph) 133 841 43 189 1158 114 199 183 31 133 281 35 Heavy Vehicles(%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 3% 3% 3% Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Actuated Green,G(s) 62.2 49.4 49.4 64.6 50.6 50.6 49.9 33.7 33.7 42.9 30.2 30.2 Effective Green,g(s) 62.2 49.4 49.4 64.6 50.6 50.6 49.9 33.7 33.7 42.9 30.2 30.2 Actuated g/C Ratio 0.46 0.37 0.37 0.48 0.38 0.38 0.37 0.25 0.25 0.32 0.22 0.22 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 214 1245 557 300 1208 570 369 626 380 391 550 333 v/s Ratio Prot 0.06 0.25 c0.07 c0.36 c0.07 0.07 0.03 0.11 v/s Ratio Perm 0.23 0.03 0.24 0.08 c0.14 0.02 0.08 0.02 v/c Ratio 0.62 0.68 0.08 0.63 0.96 0.20 0.54 0.29 0.08 0.34 0.51 0.11 Uniform Delay,d1 28.1 35.7 27.6 23.2 40.8 28.2 30.5 40.7 38.5 33.8 45.6 41.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 5.5 1.5 0.1 4.3 16.7 0.2 1.5 1.2 0.4 0.5 3.4 0.6 Delay(s) 33.6 37.2 27.7 27.5 57.6 28.4 32.1 41.8 38.9 34.3 48.9 42.0 Level of Service C D C C E C C D D C D D Approach Delay(s) 35.7 50.0 37.3 43.6 Approach LOS D D D D Intersection Summary HCM 2000 Control Delay 43.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length(s) 134.3 Sum of lost time(s) 24.5 Intersection Capacity Utilization 75.7% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11/19/2021 2030 Background PM Peak Hour 12/13/2021 Kittelson&Associates, Inc. Page 2 HCM 6th Signalized Intersection Summary 2030 Background PM Peak Hour 3: Black Cat Road & Franklin Road Black Cat Industrial (Development --I. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(veh/h) 120 757 106 170 1042 188 179 165 111 120 253 141 Future Volume(veh/h) 120 757 106 170 1042 188 179 165 111 120 253 141 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1786 1786 1786 1786 1786 1786 1786 1786 1786 1758 1758 1758 Adj Flow Rate,veh/h 133 841 118 189 1158 209 199 183 123 133 281 157 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 1 1 1 1 1 1 1 1 1 3 3 3 Cap,veh/h 188 1248 556 300 1251 589 376 677 410 414 597 361 Arrive On Green 0.07 0.37 0.37 0.09 0.39 0.39 0.11 0.27 0.27 0.08 0.24 0.24 Sat Flow,vehlh 1701 3393 1514 1701 3215 1514 1701 2500 1514 1674 2461 1490 Grp Volume(v),veh/h 133 841 118 189 1158 209 199 183 123 133 281 157 Grp Sat Flow(s),vehlh/In 1701 1697 1514 1701 1607 1514 1701 1250 1514 1674 1231 1490 Q Serve(g_s),s 6.0 25.8 6.6 8.4 42.6 12.1 10.7 7.1 8.0 7.3 12.1 11.0 Cycle Q Clear(g_c),s 6.0 25.8 6.6 8.4 42.6 12.1 10.7 7.1 8.0 7.3 12.1 11.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 188 1248 556 300 1251 589 376 677 410 414 597 361 V/C Ratio(X) 0.71 0.67 0.21 0.63 0.93 0.35 0.53 0.27 0.30 0.32 0.47 0.43 Avail Cap(c_a),veh/h 351 1371 612 427 1299 612 472 677 410 691 597 361 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 29.6 32.9 26.8 24.7 36.1 26.8 30.6 35.5 35.8 31.2 40.1 39.7 Incr Delay(d2),s/veh 4.9 1.2 0.2 2.2 11.2 0.4 1.2 1.0 1.9 0.4 2.7 3.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 4.6 15.8 4.3 6.2 24.9 7.8 8.0 4.1 5.6 5.4 7.0 7.8 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 34.4 34.1 27.0 26.8 47.3 27.2 31.7 36.5 37.7 31.7 42.7 43.5 LnGrp LOS C C C C D C C D D C D D Approach Vol,veh/h 1092 1556 505 571 Approach Delay,s/veh 33.3 42.1 34.9 40.4 Approach LOS C D C D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 15.5 40.0 16.8 51.5 19.0 36.5 14.1 54.1 Change Period (Y+Rc),s 6.0 6.5 6.0 6.0 6.0 6.5 6.0 6.0 Max Green Setting(Gmax),s 30.0 30.0 20.0 50.0 20.0 30.0 20.0 50.0 Max Q Clear Time(g_c+l1),s 9.3 10.0 10.4 27.8 12.7 14.1 8.0 44.6 Green Ext Time(p-c),s 0.3 1.5 0.3 6.1 0.3 2.1 0.2 3.6 Intersection Summary HCM 6th Ctrl Delay 38.3 HCM 6th LOS D Black Cat Industrial Development 11/19/2021 2030 Background PM Peak Hour 12/13/2021 Kittelson&Associates, Inc. Page 3 HCM 6th TWSC 2030 Background PM Peak Hour 35: McDermott Road & Franklin Road 03/17/2022 Intersection Int Delay,s/veh 86.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 19 960 8 6 1463 15 19 0 8 18 1 80 Future Vol,veh/h 19 960 8 6 1463 15 19 0 8 18 1 80 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 1 1 1 1 1 1 0 0 0 0 0 0 Mvmt Flow 21 1067 9 7 1626 17 21 0 9 20 1 89 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1643 0 0 1076 0 0 2808 2771 1072 2767 2767 1635 Stage 1 - - - - - - 1114 1114 - 1649 1649 - Stage 2 - - - - 1694 1657 - 1118 1118 - Critical Hdwy 4.11 - 4.11 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.209 - 2.209 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 396 - 652 - -12 20 270 - 13 20 126 Stage 1 - - - - 255 286 - 126 158 - Stage 2 - - - - 119 157 - 254 285 - Platoon blocked,% - - Mov Cap-1 Maneuver 396 - 652 - -3 15 270 - 10 15 126 Mov Cap-2 Maneuver - - - -3 15 - - 10 15 - Stage 1 - - 221 248 - 109 138 Stage 2 - - 30 137 - 213 247 Approach EB WB NB SIB HCM Control Delay,s 0.3 0 $4642.7 $1004.9 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 4 396 - 652 - 40 HCM Lane V/C Ratio 7.5 0.053 - 0.01 - 2.75 HCM Control Delay(s) $4642.7 14.6 0 - 10.6 0 $1004.9 HCM Lane LOS F B A - B A - F HCM 95th%tile Q(veh) 5.4 0.2 - - 0 - 12.1 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Background PM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 KITTELSON&ASSOCIATES,INC. Analysis Traffic Volumes 610 SW Alder,Suite 700 Hour Major Street Minor Street Portland,Oregon 97205 Begin End EB WB NB SB (503)228-5230 12:00 AM 1:00 AM 152 63 1 5 1:00 AM 30 17 0 3 2:00 AM 30 19 0 0 Project#: 26745 3:00 AM 15 17 0 7 Project Name: Black Cat Industrial 4:00 AM 148 52 1 22 Analyst: JFR 5:00AM 412 165 2 60 Date: 12/30/2021 6:00 AM 446 531 5 130 File: H:\26\26745-Meridian Black Cat Industrial 7:00 AM 852 875 9 42 Project\Analysis\Signal Warrants\[2021 Franklin- McDermott Sienal Warrant AnaIvsis-2030BK.xIslData 8:00AM 917 650 7 116 Intersection: Franklin Rd/McDermott Rd 9:00 AM 488 531 9 85 Scenario: Year2O30 Background 10:00 AM 475 461 7 70 11:00 AM 511 594 9 92 12:00 PM 541 578 9 79 1:00 PM 461 574 12 85 Warrant Summary 2:00 PM 590 672 12 90 Warrant Name Analyzed? Met? 3:00 PM 566 871 20 130 #1 Eight-Hour Vehicular Volume Yes Yes 4:00 PM 689 1111 27 96 #2 Four-Hour Vehicular volume Yes Yes 5:00 PM 987 1484 20 99 #3 Peak Hour Yes Yes 6:00 PM 759 1153 12 72 #4 Pedestrian Volume No 7:00 PM 429 394 7 50 #5 School Crossing No 8:00 PM 512 234 5 31 #6 Coordinated Signal System No 9:00 PM 330 256 4 19 #7 Crash Experience No 10:00 PM 254 128 2 22 #8 Roadway Network No - 11:00 PM 744 113 1 5 #9 Intersection Near a Grade Crossing No Input Parameters Volume Adjustment Factor= 1.0 Warrant#1-Eight Hour North-South Approach= Minor Hours That Condition for Warrant Major Street Minor Street Signal Warrant East-West Approach= Major Condition Condition Is Warrant Factor Requirement Requirement Met? Major Street Thru Lanes= 1 Met Factor Met? Minor Street Thru Lanes= 1 A 500 150 0 No 100% Yes Speed>40 mph? Yes B 750 75 10 Yes Population<10,000? No A 400 120 2 No 80% Yes Warrant Factor 70% B 600 60 12 Yes Peak Hour or Daily Count? Daily 70% A 350 105 3 No Yes B 525 53 13 Yes A 280 84 9 Yes 56% Yes B 420 42 15 Yes Warrant#2-Four Hour -2 Major/2 Minor Warrant#3-Peak Hour -2 Major/2 Minor 70%Warrant Factor -2Major/1Minor 70%Warrant Factor -2 Major/1 Minor 1 Major/2 Minor -1 Major/2 Minor 400 -1 Major/1 Minor 500 -1 Major/1 Minor x Traffic Volumes x Traffic Volumes 400 300 a w m 300 O c e 200 W L 20 = 200 2 100 100 X X * X 0 X p 200 300 400 500 600 700 800 900 1000 300 400 500 600 700 800 900 1000 1100 1200 1300 Combined Major Street Combined Major Street Appendix H Year 2030 Background Mitigated Traffic Operation Worksheets HCM 6th TWSC 2030 Background PM Peak Hour - Partial Mitigation 35: McDermott Road & Franklin Road 03/24/2022 Intersection Int Delay,s/veh 16.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T+ Traffic Vol,veh/h 19 960 8 6 1463 15 19 0 8 18 1 80 Future Vol,veh/h 19 960 8 6 1463 15 19 0 8 18 1 80 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 100 - 100 - - - - Veh in Median Storage,# - 0 - - 0 Grade, % - 0 - - 0 - - 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 1 1 1 1 1 1 0 0 0 0 0 0 Mvmt Flow 21 1067 9 7 1626 17 21 0 9 20 1 89 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1643 0 0 1076 0 0 2808 2771 1072 2767 2767 1635 Stage 1 - - - - - - 1114 1114 - 1649 1649 - Stage 2 - - - - 1694 1657 - 1118 1118 - Critical Hdwy 4.11 - 4.11 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.209 - 2.209 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 396 - 652 - -12 20 270 - 13 20 126 Stage 1 - - - - 255 286 - 126 158 - Stage 2 - - - - 119 157 - 254 285 - Platoon blocked,% - - Mov Cap-1 Maneuver 396 - 652 - -3 19 270 - 12 19 126 Mov Cap-2 Maneuver - - - - 11 89 - 76 97 - Stage 1 - - 241 271 - 119 156 Stage 2 - 34 155 - 233 270 Approach EB WB NB SIB HCM Control Delay,s 0.3 0 $986.4 152.4 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 15 396 - 652 - 112 HCM Lane V/C Ratio 2 0.053 - 0.01 - 0.982 HCM Control Delay(s) $986.4 14.6 - 10.6 - 152.4 HCM Lane LOS F B - B - F HCM 95th%tile Q(veh) 4.4 0.2 - 0 - 6.3 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Background PM Peak Hour-Partial Mitigation Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Background PM Peak Hour 35: McDermott Road & Franklin Road Black Cat Industrial Development Intersection Int Delay,s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) t ) t Traffic Vol,veh/h 19 960 8 6 1463 15 19 0 8 18 1 80 Future Vol,veh/h 19 960 8 6 1463 15 19 0 8 18 1 80 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 100 - 100 - - - - Veh in Median Storage,# - 0 - - 0 Grade, % - 0 - - 0 - - 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 1 1 1 1 1 1 0 0 0 0 0 0 Mvmt Flow 21 1067 9 7 1626 17 21 0 9 20 1 89 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1643 0 0 1076 0 0 1942 2771 538 2225 2767 822 Stage 1 - - - - - - 1114 1114 - 1649 1649 - Stage 2 - - - - 828 1657 - 576 1118 - Critical Hdwy 4.12 - 4.12 - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.21 - 2.21 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 395 - 650 - 40 20 493 24 20 321 Stage 1 - - - - 225 286 - 105 158 - Stage 2 - - - - 336 157 - 475 285 - Platoon blocked,% - - Mov Cap-1 Maneuver 395 - 650 - 27 19 493 22 19 321 Mov Cap-2 Maneuver - - - 111 89 - 79 97 - Stage 1 - - 213 271 - 99 156 Stage 2 - - 239 155 - 442 270 Approach EB WB NB SIB HCM Control Delay,s 0.3 0 36.5 41.9 HCM LOS E E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 144 395 - 650 - 203 HCM Lane V/C Ratio 0.208 0.053 - 0.01 - 0.542 HCM Control Delay(s) 36.5 14.6 - 10.6 - 41.9 HCM Lane LOS E B - B - E HCM 95th%tile Q(veh) 0.8 0.2 - 0 - 2.9 Black Cat Industrial Development 11/19/2021 2030 Background PM Peak Hour 12/06/2021 Kittelson&Associates, Inc. Page 1 HCM Signalized Intersection Capacity Analysis 2030 Bkgr PM Peak - 3x3 Sig at McDermott 35: McDermott Road & Franklin Road Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(vph) 19 960 8 6 1463 15 19 0 8 18 1 80 Future Volume(vph) 19 960 8 6 1463 15 19 0 8 18 1 80 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1693 1780 1693 1779 1710 1530 1710 1533 Flt Permitted 0.03 1.00 0.23 1.00 0.54 1.00 0.75 1.00 Satd. Flow(perm) 59 1780 405 1779 966 1530 1353 1533 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 21 1067 9 7 1626 17 21 0 9 20 1 89 RTOR Reduction(vph) 0 0 0 0 0 0 0 8 0 0 70 0 Lane Group Flow(vph) 21 1076 0 7 1643 0 21 1 0 20 20 0 Heavy Vehicles(%) 1% 1% 1% 1% 1% 1% 0% 0% 0% 0% 0% 0% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green,G(s) 121.0 121.0 121.0 121.0 8.4 8.4 8.4 8.4 Effective Green,g(s) 121.0 121.0 121.0 121.0 8.4 8.4 8.4 8.4 Actuated g/C Ratio 0.86 0.86 0.86 0.86 0.06 0.06 0.06 0.06 Clearance Time(s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 50 1534 349 1533 57 91 80 91 v/s Ratio Prot 0.60 c0.92 0.00 0.01 v/s Ratio Perm 0.36 0.02 c0.02 0.01 v/c Ratio 0.42 0.70 0.02 1.07 0.37 0.01 0.25 0.22 Uniform Delay,d1 2.1 3.4 1.4 9.7 63.4 62.1 63.0 62.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 5.6 1.5 0.0 44.9 4.0 0.0 1.6 1.3 Delay(s) 7.7 4.9 1.4 54.6 67.4 62.1 64.6 64.2 Level of Service A A A D E E E E Approach Delay(s) 4.9 54.3 65.8 64.2 Approach LOS A D E E Intersection Summary HCM 2000 Control Delay 36.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.03 Actuated Cycle Length(s) 140.4 Sum of lost time(s) 11.0 Intersection Capacity Utilization 99.2% ICU Level of Service F Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Bkgr PM Peak-30 Sig at McDermott 03/10/2022 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 Bkgr PM Peak - 3x3 Sig at McDermott 35: McDermott Road & Franklin Road Black Cat Industrial (Development --1. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(veh/h) 19 960 8 6 1463 15 19 0 8 18 1 80 Future Volume(veh/h) 19 960 8 6 1463 15 19 0 8 18 1 80 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1786 1786 1786 1786 1786 1786 1800 1800 1800 1800 1800 1800 Adj Flow Rate,veh/h 21 1067 9 7 1626 17 21 0 9 20 1 89 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 1 1 1 1 1 1 0 0 0 0 0 0 Cap,veh/h 50 1480 12 361 1477 15 89 0 132 166 1 131 Arrive On Green 0.84 0.84 0.84 0.84 0.84 0.84 0.09 0.00 0.09 0.09 0.09 0.09 Sat Flow,vehlh 307 1768 15 528 1764 18 1327 0 1525 1428 17 1511 Grp Volume(v),veh/h 21 0 1076 7 0 1643 21 0 9 20 0 90 Grp Sat Flow(s),vehlh/In 307 0 1783 528 0 1783 1327 0 1525 1428 0 1528 Q Serve(g_s),s 0.0 0.0 35.8 0.8 0.0 121.0 2.3 0.0 0.8 1.9 0.0 8.3 Cycle Q Clear(g_c),s 121.0 0.0 35.8 36.6 0.0 121.0 10.5 0.0 0.8 2.7 0.0 8.3 Prop In Lane 1.00 0.01 1.00 0.01 1.00 1.00 1.00 0.99 Lane Grp Cap(c),veh/h 50 0 1493 361 0 1492 89 0 132 166 0 132 V/C Ratio(X) 0.42 0.00 0.72 0.02 0.00 1.10 0.24 0.00 0.07 0.12 0.00 0.68 Avail Cap(c_a),veh/h 50 0 1493 361 0 1492 139 0 190 220 0 190 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 72.3 0.0 4.8 12.3 0.0 11.8 69.2 0.0 60.6 61.9 0.0 64.0 Incr Delay(d2),s/veh 5.6 0.0 1.7 0.0 0.0 56.1 1.3 0.0 0.2 0.3 0.0 6.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.8 0.0 8.2 0.1 0.0 48.7 0.8 0.0 0.3 0.7 0.0 3.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 77.8 0.0 6.6 12.4 0.0 67.8 70.5 0.0 60.9 62.2 0.0 70.0 LnGrp LOS E A A B A F E A E E A E Approach Vol,veh/h 1097 1650 30 110 Approach Delay,s/veh 7.9 67.6 67.6 68.6 Approach LOS A E E E Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 17.5 127.0 17.5 127.0 Change Period (Y+Rc),s 5.0 6.0 5.0 6.0 Max Green Setting(Gmax),s 18.0 121.0 18.0 121.0 Max Q Clear Time(g_c+l1),s 12.5 123.0 10.3 123.0 Green Ext Time(p-c),s 0.0 0.0 0.2 0.0 Intersection Summary HCM 6th Ctrl Delay 45.0 HCM 6th LOS D Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Bkgr PM Peak-3x3 Sig at McDermott 03/10/2022 Kittelson&Associates, Inc. Page 2 Appendix I Year 2030 Total Traffic Operation Worksheets HCM Signalized Intersection Capacity Analysis 2030 Total AM Peak Hour 3: Black Cat Road & Franklin Road Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(vph) 67 594 286 268 457 84 172 230 243 199 246 95 Future Volume(vph) 67 594 286 268 457 84 172 230 243 199 246 95 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 1.00 *0.90 1.00 1.00 *0.70 1.00 1.00 *0.70 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 3353 1500 1676 3176 1500 1629 2400 1457 1693 2495 1515 Flt Permitted 0.46 1.00 1.00 0.18 1.00 1.00 0.48 1.00 1.00 0.46 1.00 1.00 Satd. Flow(perm) 803 3353 1500 324 3176 1500 826 2400 1457 816 2495 1515 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow(vph) 74 653 314 295 502 92 189 253 267 219 270 104 RTOR Reduction(vph) 0 0 230 0 0 59 0 0 200 0 0 77 Lane Group Flow(vph) 74 653 84 295 502 33 189 253 67 219 270 27 Heavy Vehicles(%) 2% 2% 2% 2% 2% 2% 5% 5% 5% 1% 1% 1% Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Actuated Green,G(s) 39.9 32.7 32.7 57.0 43.8 43.8 45.3 30.5 30.5 48.1 31.9 31.9 Effective Green,g(s) 39.9 32.7 32.7 57.0 43.8 43.8 45.3 30.5 30.5 48.1 31.9 31.9 Actuated g/C Ratio 0.33 0.27 0.27 0.47 0.36 0.36 0.37 0.25 0.25 0.39 0.26 0.26 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 313 897 401 353 1138 537 403 599 363 437 651 395 v/s Ratio Prot 0.01 0.19 c0.12 0.16 0.06 0.11 c0.07 0.11 v/s Ratio Perm 0.06 0.06 c0.26 0.02 0.12 0.05 c0.13 0.02 v/c Ratio 0.24 0.73 0.21 0.84 0.44 0.06 0.47 0.42 0.18 0.50 0.41 0.07 Uniform Delay,d1 29.0 40.7 34.7 24.2 29.9 25.7 27.4 38.5 36.1 25.9 37.4 34.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.4 3.0 0.3 15.6 0.3 0.0 0.9 2.2 1.1 0.9 1.9 0.3 Delay(s) 29.4 43.7 35.0 39.8 30.1 25.8 28.3 40.6 37.2 26.9 39.4 34.3 Level of Service C D C D C C C D D C D C Approach Delay(s) 40.0 32.9 36.0 33.9 Approach LOS D C D C Intersection Summary HCM 2000 Control Delay 36.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.71 Actuated Cycle Length(s) 122.2 Sum of lost time(s) 24.5 Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour 12/13/2021 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 Total AM Peak Hour 3: Black Cat Road & Franklin Road Black Cat Industrial (Development -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(veh/h) 67 594 286 268 457 84 172 230 243 199 246 95 Future Volume(veh/h) 67 594 286 268 457 84 172 230 243 199 246 95 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1772 1772 1772 1772 1772 1772 1730 1730 1730 1786 1786 1786 Adj Flow Rate,veh/h 74 653 314 295 502 92 189 253 267 219 270 104 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 5 5 5 1 1 1 Cap,veh/h 337 880 392 354 1144 539 418 642 389 417 693 419 Arrive On Green 0.05 0.26 0.26 0.14 0.36 0.36 0.10 0.27 0.27 0.11 0.28 0.28 Sat Flow,vehlh 1688 3367 1502 1688 3189 1502 1647 2422 1466 1701 2500 1514 Grp Volume(v),veh/h 74 653 314 295 502 92 189 253 267 219 270 104 Grp Sat Flow(s),vehlh/In 1688 1683 1502 1688 1595 1502 1647 1211 1466 1701 1250 1514 Q Serve(g_s),s 3.6 20.1 22.1 13.9 13.6 4.7 9.3 9.7 18.5 10.4 9.9 6.0 Cycle Q Clear(g_c),s 3.6 20.1 22.1 13.9 13.6 4.7 9.3 9.7 18.5 10.4 9.9 6.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 337 880 392 354 1144 539 418 642 389 417 693 419 V/C Ratio(X) 0.22 0.74 0.80 0.83 0.44 0.17 0.45 0.39 0.69 0.53 0.39 0.25 Avail Cap(c_a),veh/h 559 1487 663 410 1409 663 541 642 389 674 693 419 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 28.5 38.3 39.0 26.5 27.6 24.8 26.0 34.1 37.4 25.6 33.2 31.8 Incr Delay(d2),s/veh 0.3 1.3 3.8 12.3 0.3 0.1 0.8 1.8 9.5 1.0 1.7 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.4 8.1 8.2 6.4 5.0 1.6 3.6 3.0 7.4 4.2 3.1 2.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 28.8 39.6 42.9 38.8 27.9 24.9 26.8 35.9 46.9 26.6 34.8 33.2 LnGrp LOS C D D D C C C D D C C C Approach Vol,veh/h 1041 889 709 593 Approach Delay,s/veh 39.8 31.2 37.6 31.5 Approach LOS D C D C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 18.9 36.5 22.2 35.6 17.6 37.8 11.2 46.6 Change Period (Y+Rc),s 6.0 6.5 6.0 6.0 6.0 6.5 6.0 6.0 Max Green Setting(Gmax),s 30.0 30.0 20.0 50.0 20.0 30.0 20.0 50.0 Max Q Clear Time(g_c+l1),s 12.4 20.5 15.9 24.1 11.3 11.9 5.6 15.6 Green Ext Time(p-c),s 0.5 1.7 0.3 5.5 0.3 1.8 0.1 3.6 Intersection Summary HCM 6th Ctrl Delay 35.4 HCM 6th LOS D Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour 12/13/2021 Kittelson&Associates, Inc. Page 2 HCM 6th TWSC 2030 Total AM Peak Hour 35: McDermott Road & Franklin Road 03/17/2022 Intersection Int Delay,s/veh 8.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 51 953 14 6 678 30 2 1 6 34 2 27 Future Vol,veh/h 51 953 14 6 678 30 2 1 6 34 2 27 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 5 5 5 0 0 0 0 0 0 Mvmt Flow 56 1047 15 7 745 33 2 1 7 37 2 30 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 778 0 0 1062 0 0 1959 1959 1055 1947 1950 762 Stage 1 - - - - - - 1167 1167 - 776 776 - Stage 2 - - - - 792 792 - 1171 1174 - Critical Hdwy 4.12 - 4.15 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.218 - 2.245 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 839 - 645 - 48 64 277 49 65 408 Stage 1 - - - - 238 270 - 393 410 - Stage 2 - - - - 385 404 - 237 268 - Platoon blocked,% - - Mov Cap-1 Maneuver 839 - 645 - 37 52 277 41 53 408 Mov Cap-2 Maneuver - - - 37 52 - 41 53 - Stage 1 - - 199 226 - 329 402 Stage 2 - - 348 396 - 192 224 Approach EB WB NB SIB HCM Control Delay,s 0.5 0.1 47.3 217.8 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 95 839 - 645 - 68 HCM Lane V/C Ratio 0.104 0.067 0.01 - 1.018 HCM Control Delay(s) 47.3 9.6 0 - 10.6 0 217.8 HCM Lane LOS E A A - B A F HCM 95th%tile Q(veh) 0.3 0.2 - - 0 - 5.2 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour 6: Black Cat Road & Access A - EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 45 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 144 0 25 0 0 1 108 501 0 1 191 609 Future Vol,veh/h 144 0 25 0 0 1 108 501 0 1 191 609 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 1 12 1 1 1 12 1 1 1 1 12 Mvmt Flow 160 0 28 0 0 1 120 557 0 1 212 677 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1351 1350 551 1364 1688 557 889 0 0 557 0 0 Stage 1 553 553 - 797 797 - - - - - - - Stage 2 798 797 - 567 891 - - - - - Critical Hdwy 7.22 6.51 6.32 7.11 6.51 6.21 4.22 - 4.11 - Critical Hdwy Stg 1 6.22 5.51 - 6.11 5.51 - - - - - Critical Hdwy Stg 2 6.22 5.51 - 6.11 5.51 - - - - - Follow-up Hdwy 3.608 4.009 3.408 3.509 4.009 3.309 2.308 2.209 - Pot Cap-1 Maneuver —121 151 515 125 94 532 722 - 1019 - Stage 1 500 516 - 381 400 - - - - - Stage 2 365 400 - 510 362 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver —98 114 515 96 71 532 722 - 1019 - Mov Cap-2 Maneuver —98 114 - 96 71 - - - - - Stage 1 380 515 - 289 304 - - - Stage 2 276 304 - 482 361 - - - Approach EB WB NB SIB HCM Control Delay,s$414.2 11.8 1.9 0 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 722 - 111 532 1019 - HCM Lane V/C Ratio 0.166 - 1.692 0.002 0.001 - HCM Control Delay(s) 11 0 $414.2 11.8 8.5 0 - HCM Lane LOS B A F B A A - HCM 95th%tile Q(veh) 0.6 - 14.5 0 0 - Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour 12/13/2021 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour 51: Site Access C1 & EW Collector 03/17/2022 Intersection Int Delay,s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 132 0 65 559 93 0 0 15 22 0 0 Future Vol,veh/h 0 132 0 65 559 93 0 0 15 22 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 147 0 72 621 103 0 0 17 24 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 724 0 0 147 0 0 964 1015 147 973 964 673 Stage 1 - - - - - - 147 147 - 817 817 - Stage 2 - - - - 817 868 - 156 147 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 834 - 1376 - 225 229 874 222 245 438 Stage 1 - - - - 832 757 - 356 376 - Stage 2 - - - - 356 356 - 823 757 - Platoon blocked,% - - Mov Cap-1 Maneuver 834 - 1376 - 210 209 874 203 223 438 Mov Cap-2 Maneuver - - - - 210 209 - 203 223 - Stage 1 - - 832 757 - 356 343 Stage 2 - - 324 324 - 807 757 Approach EB WB NB SIB HCM Control Delay,s 0 0.7 9.2 25.1 HCM LOS A D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 874 834 - 1376 - 203 HCM Lane V/C Ratio 0.019 - - 0.052 - 0.12 HCM Control Delay(s) 9.2 0 - 7.8 0 25.1 HCM Lane LOS A A - A A D HCM 95th%tile Q(veh) 0.1 0 - 0.2 - 0.4 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour 54: Site Access C2 & EW Collector 03/17/2022 Intersection Int Delay,s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 95 0 86 401 72 0 0 20 17 0 0 Future Vol,veh/h 0 95 0 86 401 72 0 0 20 17 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 106 0 96 446 80 0 0 22 19 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 526 0 0 106 0 0 784 824 106 795 784 486 Stage 1 - - - - - - 106 106 - 678 678 - Stage 2 - - - - 678 718 - 117 106 - Critical Hdwy 4.12 - 4.12 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1041 - 1485 - 311 308 948 305 325 581 Stage 1 - - - - 900 807 - 442 452 - Stage 2 - - - - 442 433 - 888 807 - Platoon blocked,% - - Mov Cap-1 Maneuver 1041 - 1485 - 289 280 948 277 295 581 Mov Cap-2 Maneuver - - - - 289 280 - 277 295 - Stage 1 - - 900 807 - 442 410 Stage 2 - - 401 393 - 867 807 Approach EB WB NB SIB HCM Control Delay,s 0 1.2 8.9 18.9 HCM LOS A C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 948 1041 - 1485 - 277 HCM Lane V/C Ratio 0.023 - 0.064 - 0.068 HCM Control Delay(s) 8.9 0 - 7.6 0 18.9 HCM Lane LOS A A A A C HCM 95th%tile Q(veh) 0.1 0 - 0.2 - 0.2 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour 54: Site Access C2 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 101 0 86 430 58 0 0 20 14 0 0 Future Vol,veh/h 0 101 0 86 430 58 0 0 20 14 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 112 0 96 478 64 0 0 22 16 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 542 0 0 112 0 0 814 846 112 825 814 510 Stage 1 - - - - - - 112 112 - 702 702 - Stage 2 - - - - 702 734 - 123 112 - Critical Hdwy 4.12 - 4.12 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1027 - 1478 - 297 299 941 292 312 563 Stage 1 - - - - 893 803 - 429 440 - Stage 2 - - - - 429 426 - 881 803 - Platoon blocked,% - - Mov Cap-1 Maneuver 1027 - 1478 - 276 271 941 265 283 563 Mov Cap-2 Maneuver - - - - 276 271 - 265 283 - Stage 1 - - 893 803 - 429 399 Stage 2 - - 389 386 - 860 803 Approach EB WB NB SIB HCM Control Delay,s 0 1.1 8.9 19.4 HCM LOS A C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 941 1027 - 1478 - 265 HCM Lane V/C Ratio 0.024 - 0.065 - 0.059 HCM Control Delay(s) 8.9 0 - 7.6 0 19.4 HCM Lane LOS A A A A C HCM 95th%tile Q(veh) 0.1 0 - 0.2 - 0.2 Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour 12/19/2021 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour 57: EW Collector & Site Access C3 03/17/2022 Intersection Int Delay,s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations *' Traffic Vol,veh/h 0 66 279 122 29 0 Future Vol,veh/h 0 66 279 122 29 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 0 0 Grade, % 0 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 0 73 310 136 32 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 446 0 - 0 451 378 Stage 1 - - - - 378 - Stage 2 - - 73 - Critical Hdwy 4.22 - 6.52 6.32 Critical Hdwy Stg 1 - - 5.52 - Critical Hdwy Stg 2 - - 5.52 - Follow-up Hdwy 2.308 - 3.608 3.408 Pot Cap-1 Maneuver 1063 - 548 647 Stage 1 - - 671 - Stage 2 - - 925 - Platoon blocked,% - Mov Cap-1 Maneuver 1063 - 548 647 Mov Cap-2 Maneuver - - 548 - Stage 1 - 671 Stage 2 - 925 Approach EB WB SB HCM Control Delay,s 0 0 12 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1063 - - 548 HCM Lane V/C Ratio - - - 0.059 HCM Control Delay(s) 0 - - 12 HCM Lane LOS A - - B HCM 95th%tile Q(veh) 0 - - 0.2 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour 60: Site Access C4 & EW Collector 03/17/2022 Intersection Int Delay,s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 42 0 79 178 22 0 0 19 5 0 0 Future Vol,veh/h 0 42 0 79 178 22 0 0 19 5 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 47 0 88 198 24 0 0 21 6 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 222 0 0 47 0 0 433 445 47 444 433 210 Stage 1 - - - - - - 47 47 - 386 386 - Stage 2 - - - 386 398 - 58 47 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1290 - 1499 - 516 493 994 507 501 806 Stage 1 - - - - 942 836 - 618 593 - Stage 2 - - - - 618 586 - 929 836 - Platoon blocked,% - - Mov Cap-1 Maneuver 1290 - 1499 - 490 460 994 471 467 806 Mov Cap-2 Maneuver - - - - 490 460 - 471 467 - Stage 1 - - 942 836 - 618 553 Stage 2 - - 577 547 - 909 836 Approach EB WB NB SIB HCM Control Delay,s 0 2.1 8.7 12.7 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 994 1290 - 1499 - 471 HCM Lane V/C Ratio 0.021 - - 0.059 - 0.012 HCM Control Delay(s) 8.7 0 - 7.6 0 12.7 HCM Lane LOS A A - A A B HCM 95th%tile Q(veh) 0.1 0 - 0.2 - 0 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour 63: Site Access C5 & EW Collector 03/17/2022 Intersection Int Delay,s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 15 0 43 63 72 0 0 10 17 0 0 Future Vol,veh/h 0 15 0 43 63 72 0 0 10 17 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 17 0 48 70 80 0 0 11 19 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 150 0 0 17 0 0 223 263 17 229 223 110 Stage 1 - - - - - - 17 17 - 206 206 - Stage 2 - - - 206 246 - 23 17 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1372 - 1537 - 712 625 1034 705 659 917 Stage 1 - - - - 977 862 - 774 713 - Stage 2 - - - - 774 685 - 970 862 - Platoon blocked,% - - Mov Cap-1 Maneuver 1372 - 1537 - 693 604 1034 680 637 917 Mov Cap-2 Maneuver - - - - 693 604 - 680 637 - Stage 1 - - 977 862 - 774 689 Stage 2 - - 748 662 - 960 862 Approach EB WB NB SIB HCM Control Delay,s 0 1.8 8.5 10.4 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 1034 1372 - 1537 - 680 HCM Lane V/C Ratio 0.011 - - 0.031 - 0.028 HCM Control Delay(s) 8.5 0 - 7.4 0 10.4 HCM Lane LOS A A - A A B HCM 95th%tile Q(veh) 0 0 - 0.1 - 0.1 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th AWSC 2030 Total AM Peak Hour 30: Site Access C6/NS Collector & EW Collector 03/17/2022 Intersection Intersection Delay,slveh 7.3 Intersection LOS A Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 35 28 0 8 7 0 Future Vol,veh/h 35 28 0 8 7 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 39 31 0 9 8 0 Number of Lanes 1 0 1 0 0 1 Approach WB NB SIB Opposing Approach SIB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SIB WB Conflicting Lanes Right 1 1 0 HCM Control Delay 7.3 6.7 7.5 HCM LOS A A A Lane NBLn1 WBLn1 SBLn1 Vol Left, % 0% 56% 100% Vol Thru,% 0% 0% 0% Vol Right,% 100% 44% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 8 63 7 LT Vol 0 35 7 Through Vol 0 0 0 RT Vol 8 28 0 Lane Flow Rate 9 70 8 Geometry Grp 1 1 1 Degree of Util (X) 0.009 0.077 0.01 Departure Headway(Hd) 3.632 3.978 4.434 Convergence,Y/N Yes Yes Yes Cap 983 904 807 Service Time 1.664 1.986 2.464 HCM Lane V/C Ratio 0.009 0.077 0.01 HCM Control Delay 6.7 7.3 7.5 HCM Lane LOS A A A HCM 95th-tile Q 0 0.2 0 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour 67: NS Collector & Site Access C7 03/17/2022 Intersection Int Delay,s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 4 0 14 14 0 3 Future Vol,veh/h 4 0 14 14 0 3 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 4 0 16 16 0 3 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 27 24 0 0 32 0 Stage 1 24 - - - - - Stage 2 3 - - - Critical Hdwy 6.52 6.32 - 4.22 Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 - 2.308 Pot Cap-1 Maneuver 963 1024 - 1518 Stage 1 973 - - - Stage 2 995 - - - Platoon blocked,% - Mov Cap-1 Maneuver 963 1024 - 1518 Mov Cap-2 Maneuver 963 - - - Stage 1 973 - - Stage 2 995 - - Approach WB NB SIB HCM Control Delay,s 8.8 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 963 1518 HCM Lane V/C Ratio - 0.005 - HCM Control Delay(s) - 8.8 0 HCM Lane LOS - A A HCM 95th%tile Q(veh) - 0 0 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour 69: NS Collector & Site Access C8 03/17/2022 Intersection Int Delay,s/veh 1.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 3 0 0 14 0 1 Future Vol,veh/h 3 0 0 14 0 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 3 0 0 16 0 1 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 9 8 0 0 16 0 Stage 1 8 - - - - - Stage 2 1 - - - Critical Hdwy 6.52 6.32 - 4.22 Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 - 2.308 Pot Cap-1 Maneuver 986 1046 - 1539 Stage 1 990 - - - Stage 2 997 - - - Platoon blocked,% - Mov Cap-1 Maneuver 986 1046 - 1539 Mov Cap-2 Maneuver 986 - - - Stage 1 990 - - Stage 2 997 - - Approach WB NB SIB HCM Control Delay,s 8.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 986 1539 HCM Lane V/C Ratio - 0.003 - HCM Control Delay(s) - 8.7 0 HCM Lane LOS - A A HCM 95th%tile Q(veh) - 0 0 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM Signalized Intersection Capacity Analysis 3: Black Cat Road & Franklin Road 1I03/15/2022 -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(vph) 120 757 172 226 1042 188 424 305 321 120 290 141 Future Volume(vph) 120 757 172 226 1042 188 424 305 321 120 290 141 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 1.00 *0.90 1.00 1.00 *0.70 1.00 1.00 *0.70 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1693 3386 1515 1693 3208 1515 1693 2495 1515 1660 2447 1485 Flt Permitted 0.09 1.00 1.00 0.14 1.00 1.00 0.29 1.00 1.00 0.46 1.00 1.00 Satd. Flow(perm) 156 3386 1515 258 3208 1515 510 2495 1515 796 2447 1485 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 133 841 191 251 1158 209 471 339 357 133 322 157 RTOR Reduction(vph) 0 0 128 0 0 96 0 0 261 0 0 123 Lane Group Flow(vph) 133 841 63 251 1158 113 471 339 96 133 322 34 Heavy Vehicles(%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 3% 3% 3% Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Actuated Green,G(s) 58.7 45.8 45.8 68.1 50.5 50.5 56.0 37.2 37.2 42.8 30.0 30.0 Effective Green,g(s) 58.7 45.8 45.8 68.1 50.5 50.5 56.0 37.2 37.2 42.8 30.0 30.0 Actuated g/C Ratio 0.43 0.33 0.33 0.49 0.37 0.37 0.41 0.27 0.27 0.31 0.22 0.22 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 210 1124 503 310 1174 554 378 673 408 327 532 323 v/s Ratio Prot 0.06 0.25 c0.10 c0.36 c0.18 0.14 0.04 0.13 v/s Ratio Perm 0.21 0.04 0.30 0.07 c0.32 0.06 0.09 0.02 v/c Ratio 0.63 0.75 0.13 0.81 0.99 0.20 1.25 0.50 0.24 0.41 0.61 0.11 Uniform Delay,d1 30.8 40.9 32.1 25.9 43.4 29.9 35.4 42.5 39.3 35.7 48.6 43.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 6.1 2.8 0.1 14.4 22.8 0.2 131.1 2.7 1.4 0.8 5.0 0.7 Delay(s) 36.9 43.7 32.2 40.3 66.1 30.1 166.5 45.2 40.6 36.5 53.7 43.9 Level of Service D D C D E C F D D D D D Approach Delay(s) 41.0 57.5 92.8 47.4 Approach LOS D E F D Intersection Summary HCM 2000 Control Delay 61.0 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.14 Actuated Cycle Length(s) 137.9 Sum of lost time(s) 24.5 Intersection Capacity Utilization 91.1% ICU Level of Service F Analysis Period(min) 15 c Critical Lane Group Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 3: Black Cat Road & Franklin Road 1I03/15/2022 -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(veh/h) 120 757 172 226 1042 188 424 305 321 120 290 141 Future Volume(veh/h) 120 757 172 226 1042 188 424 305 321 120 290 141 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1786 1786 1786 1786 1786 1786 1786 1786 1786 1758 1758 1758 Adj Flow Rate,veh/h 133 841 191 251 1158 209 471 339 357 133 322 157 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 1 1 1 1 1 1 1 1 1 3 3 3 Cap,veh/h 177 1116 498 304 1200 565 410 746 452 323 554 335 Arrive On Green 0.07 0.33 0.33 0.11 0.37 0.37 0.15 0.30 0.30 0.08 0.23 0.23 Sat Flow,vehlh 1701 3393 1514 1701 3215 1514 1701 2500 1514 1674 2461 1490 Grp Volume(v),veh/h 133 841 191 251 1158 209 471 339 357 133 322 157 Grp Sat Flow(s),vehlh/In 1701 1697 1514 1701 1607 1514 1701 1250 1514 1674 1231 1490 Q Serve(g_s),s 6.8 29.5 12.9 12.6 47.0 13.4 20.0 14.7 28.9 8.0 15.5 12.2 Cycle Q Clear(g_c),s 6.8 29.5 12.9 12.6 47.0 13.4 20.0 14.7 28.9 8.0 15.5 12.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 177 1116 498 304 1200 565 410 746 452 323 554 335 V/C Ratio(X) 0.75 0.75 0.38 0.83 0.96 0.37 1.15 0.45 0.79 0.41 0.58 0.47 Avail Cap(c_a),veh/h 318 1274 568 369 1207 568 410 746 452 571 554 335 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 33.5 39.9 34.3 29.3 40.9 30.3 38.7 37.9 42.9 35.4 46.0 44.7 Incr Delay(d2),s/veh 6.3 2.3 0.5 12.2 18.0 0.4 92.2 2.0 13.2 0.8 4.4 4.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 5.4 18.0 8.3 9.9 28.2 8.4 22.5 8.2 17.8 6.0 8.7 8.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 39.8 42.1 34.8 41.6 58.9 30.7 130.8 39.9 56.1 36.2 50.4 49.3 LnGrp LOS D D C D E C F D E D D D Approach Vol,veh/h 1165 1618 1167 612 Approach Delay,s/veh 40.7 52.6 81.6 47.0 Approach LOS D D F D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 16.3 46.2 20.9 49.8 26.0 36.5 15.0 55.7 Change Period (Y+Rc),s 6.0 6.5 6.0 6.0 6.0 6.5 6.0 6.0 Max Green Setting(Gmax),s 30.0 30.0 20.0 50.0 20.0 30.0 20.0 50.0 Max Q Clear Time(g_c+l1),s 10.0 30.9 14.6 31.5 22.0 17.5 8.8 49.0 Green Ext Time(p-c),s 0.3 0.0 0.3 5.8 0.0 2.0 0.2 0.7 Intersection Summary HCM 6th Ctrl Delay 56.2 HCM 6th LOS E Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 2 HCM 6th TWSC 2030 Total PM Peak Hour 35: McDermott Road & Franklin Road 03/17/2022 Intersection Int Delay,s/veh 87.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 19 1020 8 6 1687 36 19 0 9 24 1 80 Future Vol,veh/h 19 1020 8 6 1687 36 19 0 9 24 1 80 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 1 1 1 1 1 1 0 0 0 0 0 0 Mvmt Flow 21 1133 9 7 1874 40 21 0 10 27 1 89 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1914 0 0 1142 0 0 3133 3108 1138 3093 3092 1894 Stage 1 - - - - - - 1180 1180 - 1908 1908 - Stage 2 - - - - 1953 1928 - 1185 1184 - Critical Hdwy 4.11 - 4.11 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.209 - 2.209 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 311 - 615 - —7 12 248 —7 12 —88 Stage 1 - - - - 234 266 - 89 118 - Stage 2 - - - - 84 115 - 233 265 - Platoon blocked,% - - Mov Cap-1 Maneuver 311 - 615 - - 10 248 —6 10 —88 Mov Cap-2 Maneuver - - - - 10 - —6 10 - Stage 1 - - 191 217 - 73 118 Stage 2 - - 115 - 182 216 Approach EB WB NB SIB HCM Control Delay,s 0.3 0 $2417.7 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 311 - 615 - 21 HCM Lane V/C Ratio 0.068 - 0.011 - 5.556 HCM Control Delay(s) 17.4 0 - 10.9 0 $2417.7 HCM Lane LOS C A - B A - F HCM 95th%tile Q(veh) 0.2 - - 0 - 14.9 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour 6: Black Cat Road & Site Access A Black Cat Industrial Development Intersection Int Delay,s/veh 708.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 595 0 105 0 0 1 28 455 0 1 529 159 Future Vol,veh/h 595 0 105 0 0 1 28 455 0 1 529 159 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 1 12 1 1 1 12 1 1 1 1 12 Mvmt Flow 661 0 117 0 0 1 31 506 0 1 588 177 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1248 1247 677 1305 1335 506 765 0 0 506 0 0 Stage 1 679 679 - 568 568 - - - - - - - Stage 2 569 568 - 737 767 - - - - - Critical Hdwy 7.22 6.51 6.32 7.11 6.51 6.21 4.22 - 4.11 - Critical Hdwy Stg 1 6.22 5.51 - 6.11 5.51 - - - - - Critical Hdwy Stg 2 6.22 5.51 - 6.11 5.51 - - - - - Follow-up Hdwy 3.608 4.009 3.408 3.509 4.009 3.309 2.308 2.209 - Pot Cap-1 Maneuver —143 174 436 138 154 568 805 - 1064 - Stage 1 —426 453 - 509 508 - - - - - Stage 2 —490 508 - 412 413 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver —137 164 436 97 145 568 805 - 1064 - Mov Cap-2 Maneuver —137 164 - 97 145 - - - - - Stage 1 —403 452 - 482 481 - - - Stage 2 —463 481 - 301 412 - - - Approach EB WB NB SIB HCM Control Delay,s$ 1895 11.4 0.6 0 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 805 - 153 568 1064 - HCM Lane V/C Ratio 0.039 - 5.084 0.002 0.001 - HCM Control Delay(s) 9.7 0 -$1895 11.4 8.4 0 - HCM Lane LOS A A - F B A A - HCM 95th%tile Q(veh) 0.1 - 81.7 0 0 - Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour 12/06/2021 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour 51: Site Access C1 & EW Collector 03/17/2022 Intersection Int Delay,s/veh 4.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 539 0 17 144 26 0 0 63 98 0 0 Future Vol,veh/h 0 539 0 17 144 26 0 0 63 98 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 599 0 19 160 29 0 0 70 109 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 189 0 0 599 0 0 812 826 599 847 812 175 Stage 1 - - - - - - 599 599 - 213 213 - Stage 2 - - - - 213 227 - 634 599 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1327 - 931 - 286 296 484 271 302 843 Stage 1 - - - - 471 475 - 767 708 - Stage 2 - - - - 767 698 - 451 475 - Platoon blocked,% - - Mov Cap-1 Maneuver 1327 - 931 - 281 289 484 228 295 843 Mov Cap-2 Maneuver - - - - 281 289 - 228 295 - Stage 1 - - 471 475 - 767 692 Stage 2 - - 749 682 - 386 475 Approach EB WB NB SIB HCM Control Delay,s 0 0.8 13.7 34.4 HCM LOS B D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 484 1327 - 931 - 228 HCM Lane V/C Ratio 0.145 - 0.02 - 0.478 HCM Control Delay(s) 13.7 0 - 8.9 0 34.4 HCM Lane LOS B A A A D HCM 95th%tile Q(veh) 0.5 0 - 0.1 - 2.4 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour - Mitigated 51: Site Access C1 & EW Collector/EW Collector (Site Acc A) 03/17/2022 Intersection Int Delay,s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T+ Traffic Vol,veh/h 0 539 0 17 144 26 0 0 63 98 0 0 Future Vol,veh/h 0 539 0 17 144 26 0 0 63 98 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 50 - 50 - - - - Veh in Median Storage,# - 0 - - 0 Grade, % - 0 - - 0 - - 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 599 0 19 160 29 0 0 70 109 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 189 0 0 599 0 0 812 826 599 847 812 175 Stage 1 - - - - - - 599 599 - 213 213 - Stage 2 - - - - 213 227 - 634 599 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1327 - 931 - 286 296 484 271 302 843 Stage 1 - - - - 471 475 - 767 708 - Stage 2 - - - - 767 698 - 451 475 - Platoon blocked,% - - Mov Cap-1 Maneuver 1327 - 931 - 281 290 484 228 296 843 Mov Cap-2 Maneuver - - - - 380 380 - 309 374 - Stage 1 - - 471 475 - 767 694 Stage 2 - - 751 684 - 386 475 Approach EB WB NB SIB HCM Control Delay,s 0 0.8 13.7 22.9 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 484 1327 - 931 - 309 HCM Lane V/C Ratio 0.145 - 0.02 - 0.352 HCM Control Delay(s) 13.7 0 - 8.9 - 22.9 HCM Lane LOS B A A - C HCM 95th%tile Q(veh) 0.5 0 - 0.1 - 1.5 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Mitigated Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour 57: EW Collector & Site Access C3 03/17/2022 Intersection Int Delay,s/veh 3.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations *' Traffic Vol,veh/h 0 280 75 32 119 0 Future Vol,veh/h 0 280 75 32 119 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 0 0 Grade, % 0 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 0 311 83 36 132 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 119 0 - 0 412 101 Stage 1 - - - - 101 - Stage 2 - - 311 - Critical Hdwy 4.22 - 6.52 6.32 Critical Hdwy Stg 1 - - 5.52 - Critical Hdwy Stg 2 - - 5.52 - Follow-up Hdwy 2.308 - 3.608 3.408 Pot Cap-1 Maneuver 1409 - 578 928 Stage 1 - - 899 - Stage 2 - - 721 - Platoon blocked,% - Mov Cap-1 Maneuver 1409 - 578 928 Mov Cap-2 Maneuver - - 578 - Stage 1 - 899 Stage 2 - 721 Approach EB WB SB HCM Control Delay,s 0 0 13.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1409 - - 578 HCM Lane V/C Ratio - - - 0.229 HCM Control Delay(s) 0 - - 13.1 HCM Lane LOS A - - B HCM 95th%tile Q(veh) 0 - - 0.9 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour 57: EW Collector & Site Access C3 03/17/2022 Intersection Int Delay,s/veh 3.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations *' Traffic Vol,veh/h 0 280 75 32 119 0 Future Vol,veh/h 0 280 75 32 119 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 0 0 Grade, % 0 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 0 311 83 36 132 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 119 0 - 0 412 101 Stage 1 - - - - 101 - Stage 2 - - 311 - Critical Hdwy 4.22 - 6.52 6.32 Critical Hdwy Stg 1 - - 5.52 - Critical Hdwy Stg 2 - - 5.52 - Follow-up Hdwy 2.308 - 3.608 3.408 Pot Cap-1 Maneuver 1409 - 578 928 Stage 1 - - 899 - Stage 2 - - 721 - Platoon blocked,% - Mov Cap-1 Maneuver 1409 - 578 928 Mov Cap-2 Maneuver - - 578 - Stage 1 - 899 Stage 2 - 721 Approach EB WB SB HCM Control Delay,s 0 0 13.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1409 - - 578 HCM Lane V/C Ratio - - - 0.229 HCM Control Delay(s) 0 - - 13.1 HCM Lane LOS A - - B HCM 95th%tile Q(veh) 0 - - 0.9 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour 60: Site Access C4 & EW Collector 03/17/2022 Intersection Int Delay,s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 175 0 21 46 8 0 0 77 28 0 0 Future Vol,veh/h 0 175 0 21 46 8 0 0 77 28 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 194 0 23 51 9 0 0 86 31 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 60 0 0 194 0 0 296 300 194 339 296 56 Stage 1 - - - - - - 194 194 - 102 102 - Stage 2 - - - - 102 106 - 237 194 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1482 - 1321 - 637 596 823 596 599 983 Stage 1 - - - - 785 722 - 880 792 - Stage 2 - - - - 880 789 - 744 722 - Platoon blocked,% - - Mov Cap-1 Maneuver 1482 - 1321 - 628 585 823 527 588 983 Mov Cap-2 Maneuver - - - - 628 585 - 527 588 - Stage 1 - - 785 722 - 880 778 Stage 2 - - 864 775 - 667 722 Approach EB WB NB SIB HCM Control Delay,s 0 2.2 9.9 12.3 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 823 1482 - 1321 - 527 HCM Lane V/C Ratio 0.104 - - 0.018 - 0.059 HCM Control Delay(s) 9.9 0 - 7.8 0 12.3 HCM Lane LOS A A - A A B HCM 95th%tile Q(veh) 0.3 0 - 0.1 - 0.2 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour 63: Site Access C5 & EW Collector 03/17/2022 Intersection Int Delay,s/veh 5.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 63 0 11 16 19 0 0 42 70 0 0 Future Vol,veh/h 0 63 0 11 16 19 0 0 42 70 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 70 0 12 18 21 0 0 47 78 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 39 0 0 70 0 0 123 133 70 147 123 29 Stage 1 - - - - - - 70 70 - 53 53 - Stage 2 - - - 53 63 - 94 70 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1509 - 1469 - 829 740 965 799 749 1018 Stage 1 - - - - 915 817 - 935 831 - Stage 2 - - - - 935 823 - 889 817 - Platoon blocked,% - - Mov Cap-1 Maneuver 1509 - 1469 - 824 734 965 756 743 1018 Mov Cap-2 Maneuver - - - - 824 734 - 756 743 - Stage 1 - - 915 817 - 935 824 Stage 2 - - 928 816 - 846 817 Approach EB WB NB SIB HCM Control Delay,s 0 1.8 8.9 10.3 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 965 1509 - 1469 - 756 HCM Lane V/C Ratio 0.048 - 0.008 - 0.103 HCM Control Delay(s) 8.9 0 - 7.5 0 10.3 HCM Lane LOS A A A A B HCM 95th%tile Q(veh) 0.2 0 - 0 - 0.3 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th AWSC 2030 Total PM Peak Hour 30: Site Access MINIS Collector & EW Collector 03/17/2022 Intersection Intersection Delay,slveh 7.1 Intersection LOS A Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 9 7 0 35 28 0 Future Vol,veh/h 9 7 0 35 28 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 10 8 0 39 31 0 Number of Lanes 1 0 1 0 0 1 Approach WB NB SIB Opposing Approach SIB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SIB WB Conflicting Lanes Right 1 1 0 HCM Control Delay 7.2 6.7 7.5 HCM LOS A A A Lane NBLn1 WBLn1 SBLn1 Vol Left, % 0% 56% 100% Vol Thru,% 0% 0% 0% Vol Right,% 100% 44% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 35 16 28 LT Vol 0 9 28 Through Vol 0 0 0 RT Vol 35 7 0 Lane Flow Rate 39 18 31 Geometry Grp 1 1 1 Degree of Util (X) 0.038 0.02 0.038 Departure Headway(Hd) 3.559 4.076 4.365 Convergence,Y/N Yes Yes Yes Cap 1008 878 823 Service Time 1.575 2.102 2.376 HCM Lane V/C Ratio 0.039 0.021 0.038 HCM Control Delay 6.7 7.2 7.5 HCM Lane LOS A A A HCM 95th-tile Q 0.1 0.1 0.1 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour 67: NS Collector & Site Access C7 03/17/2022 Intersection Int Delay,s/veh 3.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 14 0 3 4 0 14 Future Vol,veh/h 14 0 3 4 0 14 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 16 0 3 4 0 16 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 21 5 0 0 7 0 Stage 1 5 - - - - - Stage 2 16 - - - Critical Hdwy 6.52 6.32 - 4.22 Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 - 2.308 Pot Cap-1 Maneuver 971 1050 - 1551 Stage 1 993 - - - Stage 2 981 - - - Platoon blocked,% - Mov Cap-1 Maneuver 971 1050 - 1551 Mov Cap-2 Maneuver 971 - - - Stage 1 993 - - Stage 2 981 - - Approach WB NB SB HCM Control Delay,s 8.8 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 971 1551 HCM Lane V/C Ratio - 0.016 - HCM Control Delay(s) - 8.8 0 HCM Lane LOS - A A HCM 95th%tile Q(veh) - 0 0 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour 69: NS Collector & Site Access C8 03/17/2022 Intersection Int Delay,s/veh 6.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 14 0 0 3 0 1 Future Vol,veh/h 14 0 0 3 0 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 16 0 0 3 0 1 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 3 2 0 0 3 0 Stage 1 2 - - - - - Stage 2 1 - - - Critical Hdwy 6.52 6.32 - 4.22 Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 - 2.308 Pot Cap-1 Maneuver 994 1054 - 1556 Stage 1 996 - - - Stage 2 997 - - - Platoon blocked,% - Mov Cap-1 Maneuver 994 1054 - 1556 Mov Cap-2 Maneuver 994 - - - Stage 1 996 - - Stage 2 997 - - Approach WB NB SIB HCM Control Delay,s 8.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 994 1556 HCM Lane V/C Ratio - 0.016 - HCM Control Delay(s) - 8.7 0 HCM Lane LOS - A A HCM 95th%tile Q(veh) - 0 0 Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour - Access ALT 2 Rev Site Plan 6: Black Cat Road & Access A - EW Collector 03/24/2022 Intersection Int Delay,s/veh 14.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 108 0 21 0 0 1 91 518 0 1 195 457 Future Vol,veh/h 108 0 21 0 0 1 91 518 0 1 195 457 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 1 12 1 1 1 12 1 1 1 1 12 Mvmt Flow 120 0 23 0 0 1 101 576 0 1 217 508 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1252 1251 471 1263 1505 576 725 0 0 576 0 0 Stage 1 473 473 - 778 778 - - - - - - - Stage 2 779 778 - 485 727 - - - - - Critical Hdwy 7.22 6.51 6.32 7.11 6.51 6.21 4.22 - 4.11 - Critical Hdwy Stg 1 6.22 5.51 - 6.11 5.51 - - - - - Critical Hdwy Stg 2 6.22 5.51 - 6.11 5.51 - - - - - Follow-up Hdwy 3.608 4.009 3.408 3.509 4.009 3.309 2.308 2.209 - Pot Cap-1 Maneuver 142 173 573 147 122 519 834 - 1002 - Stage 1 553 560 - 391 408 - - - - - Stage 2 374 408 - 565 431 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 122 142 573 122 100 519 834 - 1002 - Mov Cap-2 Maneuver 122 142 - 122 100 - - - - - Stage 1 455 559 - 321 335 - - - Stage 2 307 335 - 541 430 - - - Approach EB WB NB SIB HCM Control Delay,s 145 12 1.5 0 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 834 - 140 519 1002 - HCM Lane V/C Ratio 0.121 - 1.024 0.002 0.001 - HCM Control Delay(s) 9.9 0 145 12 8.6 0 - HCM Lane LOS A A F B A A - HCM 95th%tile Q(veh) 0.4 - 7.5 0 0 - - Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total AM Peak Hour-Access ALT 2 Rev Site PISVnchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour - Access ALT 2 Rev Site Plan 48: Black Cat Road & Site Access B 03/15/2022 Intersection Int Delay,s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y *' Traffic Vol,veh/h 36 4 17 609 648 152 Future Vol,veh/h 36 4 17 609 648 152 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 2 2 12 Mvmt Flow 40 4 19 677 720 169 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1520 805 889 0 - 0 Stage 1 805 - - - - - Stage 2 715 - - - Critical Hdwy 6.52 6.32 4.22 - Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 2.308 - Pot Cap-1 Maneuver 124 367 722 - Stage 1 423 - - - Stage 2 467 - - - Platoon blocked,% - Mov Cap-1 Maneuver 119 367 722 - Mov Cap-2 Maneuver 119 - - - Stage 1 405 - - Stage 2 467 Approach EB NB SB HCM Control Delay,s 47.4 0.3 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 722 - 128 - HCM Lane V/C Ratio 0.026 - 0.347 - HCM Control Delay(s) 10.1 0 47.4 - HCM Lane LOS B A E - HCM 95th%tile Q(veh) 0.1 - 1.4 - Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total AM Peak Hour-Access ALT 2 Rev Site PISVnchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour - Access ALT 2 Rev Site Plan 51: Site Access C1 & EW Collector/Access A - EW Collector 03/24/2022 Intersection Int Delay,s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 103 0 65 435 48 0 0 15 11 0 0 Future Vol,veh/h 0 103 0 65 435 48 0 0 15 11 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 114 0 72 483 53 0 0 17 12 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 536 0 0 114 0 0 768 794 114 777 768 510 Stage 1 - - - - - - 114 114 - 654 654 - Stage 2 - - - - 654 680 - 123 114 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 983 - 1415 - 307 309 912 302 320 544 Stage 1 - - - - 867 782 - 439 448 - Stage 2 - - - - 439 436 - 858 782 - Platoon blocked,% - - Mov Cap-1 Maneuver 983 - 1415 - 290 286 912 280 297 544 Mov Cap-2 Maneuver - - - - 290 286 - 280 297 - Stage 1 - - 867 782 - 439 415 Stage 2 - - 407 404 - 842 782 Approach EB WB NB SIB HCM Control Delay,s 0 0.9 9 18.4 HCM LOS A C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 912 983 - 1415 - 280 HCM Lane V/C Ratio 0.018 - - 0.051 - 0.044 HCM Control Delay(s) 9 0 - 7.7 0 18.4 HCM Lane LOS A A - A A C HCM 95th%tile Q(veh) 0.1 0 - 0.2 - 0.1 Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total AM Peak Hour-Access ALT 2 Rev Site PISVnchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour - Access ALT 2 Rev Site Plan 54: Site Access C2 & EW Collector 03/17/2022 Intersection Int Delay,s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 77 0 86 327 22 0 0 20 6 0 0 Future Vol,veh/h 0 77 0 86 327 22 0 0 20 6 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 86 0 96 363 24 0 0 22 7 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 387 0 0 86 0 0 653 665 86 664 653 375 Stage 1 - - - - - - 86 86 - 567 567 - Stage 2 - - - 567 579 - 97 86 - Critical Hdwy 4.12 - 4.12 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1171 - 1510 - 380 381 973 374 387 671 Stage 1 - - - - 922 824 - 508 507 - Stage 2 - - - - 508 501 - 910 824 - Platoon blocked,% - - Mov Cap-1 Maneuver 1171 - 1510 - 356 350 973 343 356 671 Mov Cap-2 Maneuver - - - 356 350 - 343 356 - Stage 1 - - 922 824 - 508 466 Stage 2 - 467 460 - 889 824 Approach EB WB NB SIB HCM Control Delay,s 0 1.5 8.8 15.7 HCM LOS A C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 973 1171 - 1510 - 343 HCM Lane V/C Ratio 0.023 - - 0.063 - 0.019 HCM Control Delay(s) 8.8 0 - 7.5 0 15.7 HCM Lane LOS A A - A A C HCM 95th%tile Q(veh) 0.1 0 - 0.2 - 0.1 Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total AM Peak Hour-Access ALT 2 Rev Site PISVnchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour - Access ALT 2 Rev Site Plan 57: EW Collector & Site Access C3 03/17/2022 Intersection Int Delay,s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations *' Traffic Vol,veh/h 0 65 277 50 12 0 Future Vol,veh/h 0 65 277 50 12 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 0 0 Grade, % 0 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 0 72 308 56 13 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 364 0 - 0 408 336 Stage 1 - - - - 336 - Stage 2 - - 72 - Critical Hdwy 4.22 - 6.52 6.32 Critical Hdwy Stg 1 - - 5.52 - Critical Hdwy Stg 2 - - 5.52 - Follow-up Hdwy 2.308 - 3.608 3.408 Pot Cap-1 Maneuver 1141 - 581 684 Stage 1 - - 702 - Stage 2 - - 926 - Platoon blocked,% - Mov Cap-1 Maneuver 1141 - 581 684 Mov Cap-2 Maneuver - - 581 - Stage 1 - 702 Stage 2 - 926 Approach EB WB SB HCM Control Delay,s 0 0 11.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1141 - - 581 HCM Lane V/C Ratio - - - 0.023 HCM Control Delay(s) 0 - - 11.3 HCM Lane LOS A - - B HCM 95th%tile Q(veh) 0 - - 0.1 Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total AM Peak Hour-Access ALT 2 Rev Site PISVnchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour - Access ALT 2 Rev Site Plan 60: Site Access C4 & EW Collector 03/17/2022 Intersection Int Delay,s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 41 0 79 177 21 0 0 19 5 0 0 Future Vol,veh/h 0 41 0 79 177 21 0 0 19 5 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 46 0 88 197 23 0 0 21 6 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 220 0 0 46 0 0 431 442 46 442 431 209 Stage 1 - - - - - - 46 46 - 385 385 - Stage 2 - - - 385 396 - 57 46 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1292 - 1500 - 518 495 996 509 502 807 Stage 1 - - - - 943 837 - 618 594 - Stage 2 - - - - 618 587 - 930 837 - Platoon blocked,% - - Mov Cap-1 Maneuver 1292 - 1500 - 492 462 996 473 468 807 Mov Cap-2 Maneuver - - - - 492 462 - 473 468 - Stage 1 - - 943 837 - 618 554 Stage 2 - - 577 548 - 910 837 Approach EB WB NB SIB HCM Control Delay,s 0 2.2 8.7 12.7 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 996 1292 - 1500 - 473 HCM Lane V/C Ratio 0.021 - - 0.059 - 0.012 HCM Control Delay(s) 8.7 0 - 7.5 0 12.7 HCM Lane LOS A A - A A B HCM 95th%tile Q(veh) 0.1 0 - 0.2 - 0 Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total AM Peak Hour-Access ALT 2 Rev Site PISVnchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour - Access ALT 2 Rev Site Plan 63: Site Access C5 & EW Collector 03/17/2022 Intersection Int Delay,s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 14 0 43 62 72 0 0 10 17 0 0 Future Vol,veh/h 0 14 0 43 62 72 0 0 10 17 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 16 0 48 69 80 0 0 11 19 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 149 0 0 16 0 0 221 261 16 227 221 109 Stage 1 - - - - - - 16 16 - 205 205 - Stage 2 - - - 205 245 - 22 16 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1373 - 1539 - 714 627 1035 708 660 918 Stage 1 - - - - 978 863 - 775 714 - Stage 2 - - - - 775 685 - 971 863 - Platoon blocked,% - - Mov Cap-1 Maneuver 1373 - 1539 - 695 606 1035 683 638 918 Mov Cap-2 Maneuver - - - - 695 606 - 683 638 - Stage 1 - - 978 863 - 775 690 Stage 2 - - 749 662 - 961 863 Approach EB WB NB SIB HCM Control Delay,s 0 1.8 8.5 10.4 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 1035 1373 - 1539 - 683 HCM Lane V/C Ratio 0.011 - - 0.031 - 0.028 HCM Control Delay(s) 8.5 0 - 7.4 0 10.4 HCM Lane LOS A A - A A B HCM 95th%tile Q(veh) 0 0 - 0.1 - 0.1 Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total AM Peak Hour-Access ALT 2 Rev Site PISVnchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th AWSC 2030 Total AM Peak Hour - Access ALT 2 Rev Site Plan 30: Site Access C6/NS Collector & EW Collector 03/17/2022 Intersection Intersection Delay,slveh 7.3 Intersection LOS A Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 35 27 0 8 6 0 Future Vol,veh/h 35 27 0 8 6 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 39 30 0 9 7 0 Number of Lanes 1 0 1 0 0 1 Approach WB NB SIB Opposing Approach SIB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SIB WB Conflicting Lanes Right 1 1 0 HCM Control Delay 7.3 6.7 7.5 HCM LOS A A A Lane NBLn1 WBLn1 SBLn1 Vol Left, % 0% 56% 100% Vol Thru,% 0% 0% 0% Vol Right,% 100% 44% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 8 62 6 LT Vol 0 35 6 Through Vol 0 0 0 RT Vol 8 27 0 Lane Flow Rate 9 69 7 Geometry Grp 1 1 1 Degree of Util (X) 0.009 0.076 0.008 Departure Headway(Hd) 3.629 3.983 4.432 Convergence,Y/N Yes Yes Yes Cap 984 904 807 Service Time 1.66 1.989 2.462 HCM Lane V/C Ratio 0.009 0.076 0.009 HCM Control Delay 6.7 7.3 7.5 HCM Lane LOS A A A HCM 95th-tile Q 0 0.2 0 Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total AM Peak Hour-Access ALT 2 Rev Site PISVnchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour - Access ALT 2 Rev Site Plan 67: NS Collector & Site Access C7 03/17/2022 Intersection Int Delay,s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 3 0 12 15 0 3 Future Vol,veh/h 3 0 12 15 0 3 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 3 0 13 17 0 3 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 25 22 0 0 30 0 Stage 1 22 - - - - - Stage 2 3 - - - Critical Hdwy 6.52 6.32 - 4.22 Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 - 2.308 Pot Cap-1 Maneuver 966 1027 - 1520 Stage 1 975 - - - Stage 2 995 - - - Platoon blocked,% - Mov Cap-1 Maneuver 966 1027 - 1520 Mov Cap-2 Maneuver 966 - - - Stage 1 975 - - Stage 2 995 - - Approach WB NB SB HCM Control Delay,s 8.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 966 1520 HCM Lane V/C Ratio - 0.003 - HCM Control Delay(s) - 8.7 0 HCM Lane LOS - A A HCM 95th%tile Q(veh) - 0 0 Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total AM Peak Hour-Access ALT 2 Rev Site PISVnchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour - Access ALT 2 Rev Site Plan 69: NS Collector & Site Access C8 03/17/2022 Intersection Int Delay,s/veh 1.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 3 0 0 12 0 1 Future Vol,veh/h 3 0 0 12 0 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 3 0 0 13 0 1 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 8 7 0 0 13 0 Stage 1 7 - - - - - Stage 2 1 - - - Critical Hdwy 6.52 6.32 - 4.22 Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 - 2.308 Pot Cap-1 Maneuver 987 1047 - 1543 Stage 1 991 - - - Stage 2 997 - - - Platoon blocked,% - Mov Cap-1 Maneuver 987 1047 - 1543 Mov Cap-2 Maneuver 987 - - - Stage 1 991 - - Stage 2 997 - - Approach WB NB SIB HCM Control Delay,s 8.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 987 1543 HCM Lane V/C Ratio - 0.003 - HCM Control Delay(s) - 8.7 0 HCM Lane LOS - A A HCM 95th%tile Q(veh) - 0 0 Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total AM Peak Hour-Access ALT 2 Rev Site PISVnchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour -Access ALT 2-Rev Site Plan 6: Black Cat Road & EW Collector 03/15/2022 Intersection Int Delay,s/veh 417 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 446 0 89 0 0 1 24 459 0 1 545 119 Future Vol,veh/h 446 0 89 0 0 1 24 459 0 1 545 119 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 1 12 1 1 1 12 1 1 1 1 12 Mvmt Flow 496 0 99 0 0 1 27 510 0 1 606 132 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1239 1238 672 1288 1304 510 738 0 0 510 0 0 Stage 1 674 674 - 564 564 - - - - - - - Stage 2 565 564 - 724 740 - - - - - Critical Hdwy 7.22 6.51 6.32 7.11 6.51 6.21 4.22 - 4.11 - Critical Hdwy Stg 1 6.22 5.51 - 6.11 5.51 - - - - - Critical Hdwy Stg 2 6.22 5.51 - 6.11 5.51 - - - - - Follow-up Hdwy 3.608 4.009 3.408 3.509 4.009 3.309 2.308 2.209 - Pot Cap-1 Maneuver —145 176 439 142 161 565 824 - 1060 - Stage 1 —428 455 - 512 510 - - - - - Stage 2 —492 510 - 419 425 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver —139 168 439 106 153 565 824 - 1060 - Mov Cap-2 Maneuver —139 168 - 106 153 - - - - - Stage 1 —408 454 - 488 487 - - - Stage 2 —468 487 - 324 424 - - - Approach EB WB NB SIB HCM Control Delay,$1312.2 11.4 0.5 0 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 824 - 157 565 1060 - HCM Lane V/C Ratio 0.032 - 3.786 0.002 0.001 - HCM Control Delay(s) 9.5 0 $1312.2 11.4 8.4 0 - HCM Lane LOS A A - F B A A - HCM 95th%tile Q(veh) 0.1 - 58.5 0 0 - Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total PM Peak Hour-Access ALT 2-Rev Site PlSynchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour -Access ALT 2-Rev Site Plan 48: Black Cat Road & Access B 03/15/2022 Intersection Int Delay,s/veh 49.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y *' Traffic Vol,veh/h 149 16 4 901 648 40 Future Vol,veh/h 149 16 4 901 648 40 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 2 2 12 Mvmt Flow 166 18 4 1001 720 44 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1751 742 764 0 - 0 Stage 1 742 - - - - - Stage 2 1009 - - - Critical Hdwy 6.52 6.32 4.22 - Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 2.308 - Pot Cap-1 Maneuver —89 400 806 - Stage 1 453 - - - Stage 2 338 - - - Platoon blocked,% - Mov Cap-1 Maneuver —88 400 806 - Mov Cap-2 Maneuver —88 - - - Stage 1 448 - - Stage 2 338 - - Approach EB NB SB HCM Control Delay,s $529 0 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 806 - 95 - HCM Lane V/C Ratio 0.006 - 1.93 - HCM Control Delay(s) 9.5 0 $529 - HCM Lane LOS A A F - HCM 95th%tile Q(veh) 0 - 15.5 - Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total PM Peak Hour-Access ALT 2-Rev Site PlSynchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour -Access ALT 2-Rev Site Plan 51: Site Access C1 & EW Collector 03/17/2022 Intersection Int Delay,s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 430 0 17 114 12 0 0 63 42 0 0 Future Vol,veh/h 0 430 0 17 114 12 0 0 63 42 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 478 0 19 127 13 0 0 70 47 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 140 0 0 478 0 0 650 656 478 685 650 134 Stage 1 - - - - - - 478 478 - 172 172 - Stage 2 - - - - 172 178 - 513 478 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1384 - 1034 - 369 373 567 349 376 889 Stage 1 - - - - 550 539 - 807 738 - Stage 2 - - - - 807 733 - 526 539 - Platoon blocked,% - - Mov Cap-1 Maneuver 1384 - 1034 - 363 366 567 301 368 889 Mov Cap-2 Maneuver - - - - 363 366 - 301 368 - Stage 1 - - 550 539 - 807 723 Stage 2 - - 791 718 - 461 539 Approach EB WB NB SIB HCM Control Delay,s 0 1 12.2 19.1 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 567 1384 - 1034 - 301 HCM Lane V/C Ratio 0.123 - - 0.018 - 0.155 HCM Control Delay(s) 12.2 0 - 8.5 0 19.1 HCM Lane LOS B A - A A C HCM 95th%tile Q(veh) 0.4 0 - 0.1 - 0.5 Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total PM Peak Hour-Access ALT 2-Rev Site PlSynchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour -Access ALT 2-Rev Site Plan 54: Site Access C2 & EW Collector 03/17/2022 Intersection Int Delay,s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 323 0 22 86 8 0 0 84 23 0 0 Future Vol,veh/h 0 323 0 22 86 8 0 0 84 23 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 359 0 24 96 9 0 0 93 26 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 105 0 0 359 0 0 508 512 359 555 508 101 Stage 1 - - - - - - 359 359 - 149 149 - Stage 2 - - - - 149 153 - 406 359 - Critical Hdwy 4.12 - 4.12 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1486 - 1200 - 475 465 685 442 468 954 Stage 1 - - - - 659 627 - 854 774 - Stage 2 - - - - 854 771 - 622 627 - Platoon blocked,% - - Mov Cap-1 Maneuver 1486 - 1200 - 467 455 685 376 458 954 Mov Cap-2 Maneuver - - - - 467 455 - 376 458 - Stage 1 - - 659 627 - 854 758 Stage 2 - - 836 755 - 537 627 Approach EB WB NB SIB HCM Control Delay,s 0 1.5 11.1 15.3 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 685 1486 - 1200 - 376 HCM Lane V/C Ratio 0.136 - 0.02 - 0.068 HCM Control Delay(s) 11.1 0 - 8.1 0 15.3 HCM Lane LOS B A A A C HCM 95th%tile Q(veh) 0.5 0 - 0.1 - 0.2 Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total PM Peak Hour-Access ALT 2-Rev Site PlSynchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour -Access ALT 2-Rev Site Plan 57: EW Collector & Site Access C3 03/17/2022 Intersection Int Delay,s/veh 1.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations *' Traffic Vol,veh/h 0 278 73 13 45 0 Future Vol,veh/h 0 278 73 13 45 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 0 0 Grade, % 0 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 0 309 81 14 50 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 95 0 - 0 397 88 Stage 1 - - - - 88 - Stage 2 - - 309 - Critical Hdwy 4.22 - 6.52 6.32 Critical Hdwy Stg 1 - - 5.52 - Critical Hdwy Stg 2 - - 5.52 - Follow-up Hdwy 2.308 - 3.608 3.408 Pot Cap-1 Maneuver 1438 - 589 943 Stage 1 - - 911 - Stage 2 - - 722 - Platoon blocked,% - Mov Cap-1 Maneuver 1438 - 589 943 Mov Cap-2 Maneuver - - 589 - Stage 1 - 911 Stage 2 - 722 Approach EB WB SB HCM Control Delay,s 0 0 11.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1438 - - 589 HCM Lane V/C Ratio - - - 0.085 HCM Control Delay(s) 0 - - 11.7 HCM Lane LOS A - - B HCM 95th%tile Q(veh) 0 - - 0.3 Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total PM Peak Hour-Access ALT 2-Rev Site PlSynchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour -Access ALT 2-Rev Site Plan 60: Site Access C4 & EW Collector 03/17/2022 Intersection Int Delay,s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 173 0 20 45 8 0 0 77 28 0 0 Future Vol,veh/h 0 173 0 20 45 8 0 0 77 28 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 192 0 22 50 9 0 0 86 31 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 59 0 0 192 0 0 291 295 192 334 291 55 Stage 1 - - - - - - 192 192 - 99 99 - Stage 2 - - - - 99 103 - 235 192 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1483 - 1324 - 642 600 825 601 603 984 Stage 1 - - - - 787 723 - 883 794 - Stage 2 - - - - 883 791 - 746 723 - Platoon blocked,% - - Mov Cap-1 Maneuver 1483 - 1324 - 634 590 825 532 593 984 Mov Cap-2 Maneuver - - - - 634 590 - 532 593 - Stage 1 - - 787 723 - 883 781 Stage 2 - - 868 778 - 669 723 Approach EB WB NB SIB HCM Control Delay,s 0 2.1 9.9 12.2 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 825 1483 - 1324 - 532 HCM Lane V/C Ratio 0.104 - - 0.017 - 0.058 HCM Control Delay(s) 9.9 0 - 7.8 0 12.2 HCM Lane LOS A A - A A B HCM 95th%tile Q(veh) 0.3 0 - 0.1 - 0.2 Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total PM Peak Hour-Access ALT 2-Rev Site PlSynchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour -Access ALT 2-Rev Site Plan 63: Site Access C5 & EW Collector 03/17/2022 Intersection Int Delay,s/veh 5.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 63 0 11 16 18 0 0 42 68 0 0 Future Vol,veh/h 0 63 0 11 16 18 0 0 42 68 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 70 0 12 18 20 0 0 47 76 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 38 0 0 70 0 0 122 132 70 146 122 28 Stage 1 - - - - - - 70 70 - 52 52 - Stage 2 - - - 52 62 - 94 70 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1510 - 1469 - 830 741 965 800 750 1019 Stage 1 - - - - 915 817 - 936 832 - Stage 2 - - - - 936 824 - 889 817 - Platoon blocked,% - - Mov Cap-1 Maneuver 1510 - 1469 - 825 735 965 757 744 1019 Mov Cap-2 Maneuver - - - - 825 735 - 757 744 - Stage 1 - - 915 817 - 936 825 Stage 2 - - 929 817 - 846 817 Approach EB WB NB SIB HCM Control Delay,s 0 1.8 8.9 10.3 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 965 1510 - 1469 - 757 HCM Lane V/C Ratio 0.048 - 0.008 - 0.1 HCM Control Delay(s) 8.9 0 - 7.5 0 10.3 HCM Lane LOS A A A A B HCM 95th%tile Q(veh) 0.2 0 - 0 - 0.3 Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total PM Peak Hour-Access ALT 2-Rev Site PlSynchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th AWSC 2030 Total PM Peak Hour -Access ALT 2-Rev Site Plan 30: Site Access MINIS Collector & EW Collector 03/17/2022 Intersection Intersection Delay,slveh 7.1 Intersection LOS A Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 9 7 0 35 28 0 Future Vol,veh/h 9 7 0 35 28 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 10 8 0 39 31 0 Number of Lanes 1 0 1 0 0 1 Approach WB NB SIB Opposing Approach SIB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SIB WB Conflicting Lanes Right 1 1 0 HCM Control Delay 7.2 6.7 7.5 HCM LOS A A A Lane NBLn1 WBLn1 SBLn1 Vol Left, % 0% 56% 100% Vol Thru,% 0% 0% 0% Vol Right,% 100% 44% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 35 16 28 LT Vol 0 9 28 Through Vol 0 0 0 RT Vol 35 7 0 Lane Flow Rate 39 18 31 Geometry Grp 1 1 1 Degree of Util (X) 0.038 0.02 0.038 Departure Headway(Hd) 3.559 4.076 4.365 Convergence,Y/N Yes Yes Yes Cap 1008 878 823 Service Time 1.575 2.102 2.376 HCM Lane V/C Ratio 0.039 0.021 0.038 HCM Control Delay 6.7 7.2 7.5 HCM Lane LOS A A A HCM 95th-tile Q 0.1 0.1 0.1 Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total PM Peak Hour-Access ALT 2-Rev Site PlSynchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour -Access ALT 2-Rev Site Plan 69: NS Collector & Site Access C8 03/17/2022 Intersection Int Delay,s/veh 6.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 14 0 0 4 0 1 Future Vol,veh/h 14 0 0 4 0 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 16 0 0 4 0 1 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 3 2 0 0 4 0 Stage 1 2 - - - - - Stage 2 1 - - - Critical Hdwy 6.52 6.32 - 4.22 Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 - 2.308 Pot Cap-1 Maneuver 994 1054 - 1554 Stage 1 996 - - - Stage 2 997 - - - Platoon blocked,% - Mov Cap-1 Maneuver 994 1054 - 1554 Mov Cap-2 Maneuver 994 - - - Stage 1 996 - - Stage 2 997 - - Approach WB NB SB HCM Control Delay,s 8.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 994 1554 HCM Lane V/C Ratio - 0.016 - HCM Control Delay(s) - 8.7 0 HCM Lane LOS - A A HCM 95th%tile Q(veh) - 0 0 Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total PM Peak Hour-Access ALT 2-Rev Site PlSynchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour -Access ALT 2 69: NS Collector & Site Access C8 Black Cat Industrial Development Intersection Int Delay,s/veh 6.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 6 0 0 1 0 1 Future Vol,veh/h 6 0 0 1 0 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 7 0 0 1 0 1 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2 1 0 0 1 0 Stage 1 1 - - - - - Stage 2 1 - - - Critical Hdwy 6.52 6.32 - 4.22 Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 - 2.308 Pot Cap-1 Maneuver 995 1055 - 1558 Stage 1 997 - - - Stage 2 997 - - - Platoon blocked,% - Mov Cap-1 Maneuver 995 1055 - 1558 Mov Cap-2 Maneuver 995 - - - Stage 1 997 - - Stage 2 997 - - Approach WB NB SB HCM Control Delay,s 8.6 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 995 1558 HCM Lane V/C Ratio - 0.007 - HCM Control Delay(s) - 8.6 0 HCM Lane LOS - A A HCM 95th%tile Q(veh) - 0 0 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Access ALT 2 12/19/2021 Kittelson&Associates, Inc. Page 1 Appendix J Year 2030 Total Mitigated Traffic Operation Worksheets & Signal Warrants HCM 6th TWSC 2030 Total AM Peak Hour - Shoulder PK 35: McDermott Road & Franklin Road 03/17/2022 Intersection Int Delay,s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 39 737 11 3 369 16 1 1 2 28 2 22 Future Vol,veh/h 39 737 11 3 369 16 1 1 2 28 2 22 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 5 5 5 0 0 0 0 0 0 Mvmt Flow 43 810 12 3 405 18 1 1 2 31 2 24 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 423 0 0 822 0 0 1335 1331 816 1324 1328 414 Stage 1 - - - - - - 902 902 - 420 420 - Stage 2 - - - - 433 429 - 904 908 - Critical Hdwy 4.12 - 4.15 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.218 - 2.245 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1136 - 795 - 132 156 380 134 157 643 Stage 1 - - - - 335 359 - 615 593 - Stage 2 - - - - 605 587 - 334 357 - Platoon blocked,% - - Mov Cap-1 Maneuver 1136 - 795 - 118 144 380 125 145 643 Mov Cap-2 Maneuver - - - - 118 144 - 125 145 - Stage 1 - - 312 334 - 572 590 Stage 2 - - 577 584 - 308 332 Approach EB WB NB SIB HCM Control Delay,s 0.4 0.1 24.1 31.7 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 193 1136 - 795 - 191 HCM Lane V/C Ratio 0.023 0.038 0.004 - 0.299 HCM Control Delay(s) 24.1 8.3 0 - 9.5 0 31.7 HCM Lane LOS C A A - A A D HCM 95th%tile Q(veh) 0.1 0.1 - - 0 - 1.2 Scenario 1 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 Total AM Peak Hour-Shoulder PK Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour - Shoulder PK Hour 35: McDermott Road & Franklin Road 03/17/2022 Intersection Int Delay,s/veh 12.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 15 791 6 4 1221 26 10 0 4 18 1 62 Future Vol,veh/h 15 791 6 4 1221 26 10 0 4 18 1 62 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 1 1 1 1 1 1 0 0 0 0 0 0 Mvmt Flow 17 879 7 4 1357 29 11 0 4 20 1 69 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1386 0 0 886 0 0 2332 2311 883 2299 2300 1372 Stage 1 - - - - - - 917 917 - 1380 1380 - Stage 2 - - - - 1415 1394 - 919 920 - Critical Hdwy 4.11 - 4.11 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.209 - 2.209 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 497 - 768 - 26 39 348 28 39 180 Stage 1 - - - - 329 354 - 180 214 - Stage 2 - - - - 172 210 - 328 352 - Platoon blocked,% - - Mov Cap-1 Maneuver 497 - 768 - 15 36 348 26 36 180 Mov Cap-2 Maneuver - - - 15 36 - 26 36 - Stage 1 - - 307 330 - 168 209 Stage 2 - - 103 205 - 302 328 Approach EB WB NB SIB HCM Control Delay,s 0.2 0 $364.2 258 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 21 497 - 768 - 76 HCM Lane V/C Ratio 0.741 0.034 0.006 - 1.184 HCM Control Delay(s) $364.2 12.5 0 - 9.7 0 258 HCM Lane LOS F B A - A A F HCM 95th%tile Q(veh) 2.1 0.1 - - 0 - 6.8 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Shoulder PK Hour Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total AM Peak Hour Partial Mitigation 35: McDermott Road & Franklin Road/TWLTL 03/24/2022 Intersection Int Delay,s/veh 7.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T+ Traffic Vol,veh/h 51 953 14 6 678 30 2 1 6 34 2 27 Future Vol,veh/h 51 953 14 6 678 30 2 1 6 34 2 27 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 100 - 100 - - - - Veh in Median Storage,# - 0 - - 0 - 0 - 0 Grade, % - 0 - - 0 - 0 - 0 Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 5 5 5 0 0 0 0 0 0 Mvmt Flow 56 1047 15 7 745 33 2 1 7 37 2 30 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 778 0 0 1062 0 0 1959 1959 1055 1947 1950 762 Stage 1 - - - - - - 1167 1167 - 776 776 - Stage 2 - - - - 792 792 - 1171 1174 - Critical Hdwy 4.12 - 4.15 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.218 - 2.245 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 839 - 645 - 48 64 277 49 65 408 Stage 1 - - - - 238 270 - 393 410 - Stage 2 - - - - 385 404 - 237 268 - Platoon blocked,% - - Mov Cap-1 Maneuver 839 - 645 - 41 59 277 44 60 408 Mov Cap-2 Maneuver - - - 41 59 - 44 60 - Stage 1 - - 222 252 - 367 405 Stage 2 - - 351 400 - 215 250 Approach EB WB NB SIB HCM Control Delay,s 0.5 0.1 43.6 193.7 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 103 839 - 645 - 72 HCM Lane V/C Ratio 0.096 0.067 0.01 - 0.962 HCM Control Delay(s) 43.6 9.6 - 10.6 - 193.7 HCM Lane LOS E A B - F HCM 95th%tile Q(veh) 0.3 0.2 - 0 - 4.9 Scenario 1 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 Total AM Peak Hour Partial Mitigation Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour - Partial Mitigation 35: McDermott Road & Franklin Road/TWLTL 03/17/2022 Intersection Int Delay,s/veh 13.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T+ Traffic Vol,veh/h 19 1020 8 6 1687 36 19 0 9 24 1 80 Future Vol,veh/h 19 1020 8 6 1687 36 19 0 9 24 1 80 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 100 - 100 - - - - Veh in Median Storage,# - 0 - - 0 Grade, % - 0 - - 0 - - 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 1 1 1 1 1 1 0 0 0 0 0 0 Mvmt Flow 21 1133 9 7 1874 40 21 0 10 27 1 89 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 1914 0 0 1142 0 0 3133 3108 1138 3093 3092 1894 Stage 1 - - - - - - 1180 1180 - 1908 1908 - Stage 2 - - - - 1953 1928 - 1185 1184 - Critical Hdwy 4.11 - 4.11 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.209 - 2.209 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 311 - 615 - —7 12 248 —7 12 —88 Stage 1 - - - - 234 266 - 89 118 - Stage 2 - - - - 84 115 - 233 265 - Platoon blocked,% - - Mov Cap-1 Maneuver 311 - 615 - - 11 248 —6 11 —88 Mov Cap-2 Maneuver - - - �-22 66 - 56 76 - Stage 1 - - 218 248 - 83 117 Stage 2 - - - 114 - 209 247 Approach EB WB NB SIB HCM Control Delay,s 0.3 0 $371.3 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 311 - 615 - 78 HCM Lane V/C Ratio 0.068 - 0.011 - 1.496 HCM Control Delay(s) 17.4 - 10.9 - $371.3 HCM Lane LOS C - B - F HCM 95th%tile Q(veh) 0.2 - 0 - 9.5 Notes —:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 1 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 Total PM Peak Hour-Partial Mitigation Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour - Mitigated 35: McDermott Road & Franklin Road Black Cat Industrial Development Intersection Int Delay,s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) t Vii t Traffic Vol,veh/h 19 1020 8 6 1687 36 19 0 9 24 1 80 Future Vol,veh/h 19 1020 8 6 1687 36 19 0 9 24 1 80 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 100 - 100 - - - - Veh in Median Storage,# - 0 - - 0 Grade, % - 0 - - 0 - - 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 1 1 1 1 1 1 0 0 0 0 0 0 Mvmt Flow 21 1133 9 7 1874 40 21 0 10 27 1 89 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1914 0 0 1142 0 0 2132 3108 571 2517 3092 957 Stage 1 - - - - - - 1180 1180 - 1908 1908 - Stage 2 - - - - 952 1928 - 609 1184 - Critical Hdwy 4.12 - 4.12 - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.21 - 2.21 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 310 - 613 - 29 12 469 - 15 12 262 Stage 1 - - - - 205 266 - 72 118 - Stage 2 - - - - 283 115 - 454 265 - Platoon blocked,% - - Mov Cap-1 Maneuver 310 - 613 - -18 11 469 - 14 11 262 Mov Cap-2 Maneuver - - - 88 66 - 55 76 - Stage 1 - - 191 248 - 67 117 Stage 2 - - 183 114 - 414 247 Approach EB WB NB SIB HCM Control Delay,s 0.3 0 45.6 100.1 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 119 310 - 613 - 139 HCM Lane V/C Ratio 0.261 0.068 - 0.011 - 0.839 HCM Control Delay(s) 45.6 17.5 - 10.9 - 100.1 HCM Lane LOS E C - B - F HCM 95th%tile Q(veh) 1 0.2 - 0 - 5.4 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Mitigated 12/07/2021 Kittelson&Associates, Inc. Page 1 Queues 2030 Total PM Peak 3x3 Signal at McDermott 35: McDermott Road & Franklin Road II Black Cat Industrial Development -11 --1. 4--- t t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow(vph) 21 1142 7 1914 21 10 27 90 v/c Ratio 0.42 0.75 0.02 1.26 0.30 0.04 0.29 0.60 Control Delay 32.3 8.8 2.3 140.3 72.8 0.2 69.5 49.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 32.3 8.8 2.3 140.3 72.8 0.2 69.5 49.3 Queue Length 50th(ft) 3 318 1 -2198 19 0 24 38 Queue Length 95th(ft) #55 638 4 #2618 48 0 56 97 Internal Link Dist(ft) 700 4223 2505 1471 Turn Bay Length(ft) 100 100 100 100 Base Capacity(vph) 50 1517 299 1515 136 353 182 247 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.42 0.75 0.02 1.26 0.15 0.03 0.15 0.36 Intersection Summary Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total PM Peak 3x3 Signal at McDermott 03/10/2022 Kittelson&Associates, Inc. Page 1 HCM Signalized Intersection Capacity Analysis 2030 Total PM Peak 3x3 Signal at McDermott 35: McDermott Road & Franklin Road Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(vph) 19 1020 8 6 1687 36 19 0 9 24 1 80 Future Volume(vph) 19 1020 8 6 1687 36 19 0 9 24 1 80 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1693 1780 1693 1777 1710 1530 1710 1533 Flt Permitted 0.03 1.00 0.20 1.00 0.56 1.00 0.75 1.00 Satd. Flow(perm) 59 1780 352 1777 1014 1530 1352 1533 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 21 1133 9 7 1874 40 21 0 10 27 1 89 RTOR Reduction(vph) 0 0 0 0 0 0 0 9 0 0 44 0 Lane Group Flow(vph) 21 1142 0 7 1914 0 21 1 0 27 46 0 Heavy Vehicles(%) 1% 1% 1% 1% 1% 1% 0% 0% 0% 0% 0% 0% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green,G(s) 120.1 120.1 120.1 120.1 9.8 9.8 9.8 9.8 Effective Green,g(s) 120.1 120.1 120.1 120.1 9.8 9.8 9.8 9.8 Actuated g/C Ratio 0.85 0.85 0.85 0.85 0.07 0.07 0.07 0.07 Clearance Time(s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 50 1517 300 1514 70 106 94 106 v/s Ratio Prot 0.64 c1.08 0.00 c0.03 v/s Ratio Perm 0.35 0.02 0.02 0.02 v/c Ratio 0.42 0.75 0.02 1.26 0.30 0.01 0.29 0.44 Uniform Delay,d1 2.4 4.3 1.6 10.4 62.3 61.0 62.2 62.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 5.6 2.2 0.0 124.2 2.4 0.0 1.7 2.9 Delay(s) 8.0 6.4 1.6 134.6 64.7 61.0 63.9 65.8 Level of Service A A A F E E E E Approach Delay(s) 6.5 134.1 63.5 65.3 Approach LOS A F E E Intersection Summary HCM 2000 Control Delay 85.0 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.20 Actuated Cycle Length(s) 140.9 Sum of lost time(s) 11.0 Intersection Capacity Utilization 113.3% ICU Level of Service H Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total PM Peak 30 Signal at McDermott 03/10/2022 Kittelson&Associates, Inc. Page 2 HCM 6th Signalized Intersection Summary 2030 Total PM Peak 3x3 Signal at McDermott 35: McDermott Road & Franklin Road Black Cat Industrial (Development --1. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(veh/h) 19 1020 8 6 1687 36 19 0 9 24 1 80 Future Volume(veh/h) 19 1020 8 6 1687 36 19 0 9 24 1 80 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1786 1786 1786 1786 1786 1786 1800 1800 1800 1800 1800 1800 Adj Flow Rate,veh/h 21 1133 9 7 1874 40 21 0 10 27 1 89 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 1 1 1 1 1 1 0 0 0 0 0 0 Cap,veh/h 50 1480 12 321 1457 31 90 0 132 166 1 131 Arrive On Green 0.84 0.84 0.84 0.84 0.84 0.84 0.09 0.00 0.09 0.09 0.09 0.09 Sat Flow,vehlh 236 1769 14 496 1742 37 1327 0 1525 1427 17 1511 Grp Volume(v),veh/h 21 0 1142 7 0 1914 21 0 10 27 0 90 Grp Sat Flow(s),vehlh/In 236 0 1783 496 0 1779 1327 0 1525 1427 0 1528 Q Serve(g_s),s 0.0 0.0 41.8 0.9 0.0 120.0 2.2 0.0 0.9 2.5 0.0 8.2 Cycle Q Clear(g_c),s 120.0 0.0 41.8 42.7 0.0 120.0 10.4 0.0 0.9 3.4 0.0 8.2 Prop In Lane 1.00 0.01 1.00 0.02 1.00 1.00 1.00 0.99 Lane Grp Cap(c),veh/h 50 0 1492 321 0 1488 90 0 132 166 0 133 V/C Ratio(X) 0.42 0.00 0.77 0.02 0.00 1.29 0.23 0.00 0.08 0.16 0.00 0.68 Avail Cap(c_a),veh/h 50 0 1492 321 0 1488 150 0 202 231 0 202 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 71.7 0.0 5.3 15.0 0.0 11.7 68.6 0.0 60.2 61.8 0.0 63.6 Incr Delay(d2),s/veh 5.5 0.0 2.4 0.0 0.0 133.9 1.3 0.0 0.2 0.5 0.0 5.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 1.5 0.0 14.8 0.2 0.0 117.3 1.4 0.0 0.6 1.7 0.0 6.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 77.2 0.0 7.8 15.1 0.0 145.7 69.9 0.0 60.4 62.2 0.0 69.5 LnGrp LOS E A A B A F E A E E A E Approach Vol,veh/h 1163 1921 31 117 Approach Delay,s/veh 9.0 145.2 66.9 67.8 Approach LOS A F E E Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 17.5 126.0 17.5 126.0 Change Period (Y+Rc),s 5.0 6.0 5.0 6.0 Max Green Setting(Gmax),s 19.0 120.0 19.0 120.0 Max Q Clear Time(g_c+l1),s 12.4 122.0 10.2 122.0 Green Ext Time(p-c),s 0.0 0.0 0.3 0.0 Intersection Summary HCM 6th Ctrl Delay 92.6 HCM 6th LOS F Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total PM Peak 3x3 Signal at McDermott 03/10/2022 Kittelson&Associates, Inc. Page 3 HCM Signalized Intersection Capacity Analysis 2030 Total PM Peak Hour - Shoulder PK Hour 3: Black Cat Road & Franklin Road Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(vph) 81 512 116 176 810 146 444 319 336 98 237 115 Future Volume(vph) 81 512 116 176 810 146 444 319 336 98 237 115 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 1.00 *0.90 1.00 1.00 *0.70 1.00 1.00 *0.70 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1693 3386 1515 1693 3208 1515 1693 2495 1515 1660 2447 1485 Flt Permitted 0.13 1.00 1.00 0.28 1.00 1.00 0.38 1.00 1.00 0.48 1.00 1.00 Satd. Flow(perm) 226 3386 1515 493 3208 1515 680 2495 1515 838 2447 1485 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow(vph) 89 563 127 193 890 160 488 351 369 108 260 126 RTOR Reduction(vph) 0 0 89 0 0 102 0 0 254 0 0 96 Lane Group Flow(vph) 89 563 38 193 890 58 488 351 115 108 260 30 Heavy Vehicles(%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 3% 3% 3% Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Actuated Green,G(s) 48.1 37.9 37.9 56.3 42.0 42.0 56.3 39.6 39.6 40.9 30.2 30.2 Effective Green,g(s) 48.1 37.9 37.9 56.3 42.0 42.0 56.3 39.6 39.6 40.9 30.2 30.2 Actuated g/C Ratio 0.38 0.30 0.30 0.44 0.33 0.33 0.44 0.31 0.31 0.32 0.24 0.24 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 203 1010 452 353 1060 501 461 777 472 339 581 353 v/s Ratio Prot 0.04 0.17 c0.06 c0.28 c0.17 0.14 0.03 0.11 v/s Ratio Perm 0.13 0.03 0.18 0.04 c0.30 0.08 0.08 0.02 v/c Ratio 0.44 0.56 0.08 0.55 0.84 0.12 1.06 0.45 0.24 0.32 0.45 0.08 Uniform Delay,d1 28.2 37.5 32.1 23.5 39.4 29.6 31.2 35.0 32.5 31.2 41.3 37.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.5 0.7 0.1 1.7 6.0 0.1 58.3 1.9 1.2 0.5 2.5 0.5 Delay(s) 29.7 38.2 32.1 25.2 45.4 29.7 89.5 36.9 33.8 31.8 43.8 38.1 Level of Service C D C C D C F D C C D D Approach Delay(s) 36.2 40.2 57.2 39.7 Approach LOS D D E D Intersection Summary HCM 2000 Control Delay 44.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.98 Actuated Cycle Length(s) 127.0 Sum of lost time(s) 24.5 Intersection Capacity Utilization 81.7% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Shoulder PK Hour 12/13/2021 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 Total PM Peak Hour - Shoulder PK Hour 3: Black Cat Road & Franklin Road Black Cat Industrial (Development -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(veh/h) 81 512 116 176 810 146 444 319 336 98 237 115 Future Volume(veh/h) 81 512 116 176 810 146 444 319 336 98 237 115 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1786 1786 1786 1786 1786 1786 1786 1786 1786 1758 1758 1758 Adj Flow Rate,veh/h 89 563 127 193 890 160 488 351 369 108 260 126 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 1 1 1 1 1 1 1 1 1 3 3 3 Cap,veh/h 185 950 424 330 1046 492 508 884 535 348 617 374 Arrive On Green 0.05 0.28 0.28 0.10 0.33 0.33 0.17 0.35 0.35 0.06 0.25 0.25 Sat Flow,vehlh 1701 3393 1514 1701 3215 1514 1701 2500 1514 1674 2461 1490 Grp Volume(v),veh/h 89 563 127 193 890 160 488 351 369 108 260 126 Grp Sat Flow(s),vehlh/In 1701 1697 1514 1701 1607 1514 1701 1250 1514 1674 1231 1490 Q Serve(g_s),s 4.4 17.1 7.9 9.4 30.9 9.5 20.0 12.6 24.9 5.7 10.6 8.3 Cycle Q Clear(g_c),s 4.4 17.1 7.9 9.4 30.9 9.5 20.0 12.6 24.9 5.7 10.6 8.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 185 950 424 330 1046 492 508 884 535 348 617 374 V/C Ratio(X) 0.48 0.59 0.30 0.59 0.85 0.32 0.96 0.40 0.69 0.31 0.42 0.34 Avail Cap(c_a),veh/h 381 1418 632 448 1343 632 508 884 535 660 617 374 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 31.4 37.2 33.9 27.1 37.6 30.4 32.1 29.1 33.1 30.0 37.6 36.7 Incr Delay(d2),s/veh 1.9 0.6 0.4 1.7 4.3 0.4 30.3 1.3 7.1 0.5 2.1 2.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.9 7.0 2.9 3.8 12.4 3.5 9.6 4.0 9.9 2.3 3.4 3.2 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 33.4 37.8 34.2 28.7 42.0 30.8 62.4 30.4 40.2 30.5 39.7 39.1 LnGrp LOS C D C C D C E C D C D D Approach Vol,veh/h 779 1243 1208 494 Approach Delay,s/veh 36.7 38.5 46.3 37.5 Approach LOS D D D D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 13.7 48.8 17.7 39.5 26.0 36.5 12.2 44.9 Change Period (Y+Rc),s 6.0 6.5 6.0 6.0 6.0 6.5 6.0 6.0 Max Green Setting(Gmax),s 30.0 30.0 20.0 50.0 20.0 30.0 20.0 50.0 Max Q Clear Time(g_c+l1),s 7.7 26.9 11.4 19.1 22.0 12.6 6.4 32.9 Green Ext Time(p-c),s 0.3 1.1 0.3 4.3 0.0 1.9 0.1 6.0 Intersection Summary HCM 6th Ctrl Delay 40.5 HCM 6th LOS D Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Shoulder PK Hour 12/13/2021 Kittelson&Associates, Inc. Page 2 Queues 2030 Total AM Peak Hour - Mitigated 3: Black Cat Road & Franklin Road Black Cat Industrial (Development -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 74 653 314 295 502 92 189 253 267 219 270 104 v/c Ratio 0.22 0.74 0.50 0.54 0.47 0.16 0.25 0.39 0.45 0.47 0.34 0.19 Control Delay 21.6 43.4 6.6 24.2 33.6 0.8 20.2 38.6 7.5 23.6 32.6 6.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.6 43.4 6.6 24.2 33.6 0.8 20.2 38.6 7.5 23.6 32.6 6.9 Queue Length 50th(ft) 31 223 0 67 156 0 38 105 0 93 105 0 Queue Length 95th(ft) 65 325 70 106 233 3 74 200 75 183 190 43 Internal Link Dist(ft) 880 4264 701 996 Turn Bay Length(ft) 325 325 350 300 325 325 200 325 Base Capacity(vph) 485 1515 849 755 1515 761 1038 650 589 605 901 615 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.15 0.43 0.37 0.39 0.33 0.12 0.18 0.39 0.45 0.36 0.30 0.17 Intersection Summary Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour-Mitigated 12/21/2021 Kittelson&Associates, Inc. Page 1 HCM Signalized Intersection Capacity Analysis 2030 Total AM Peak Hour - Mitigated 3: Black Cat Road & Franklin Road Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(vph) 67 594 286 268 457 84 172 230 243 199 246 95 Future Volume(vph) 67 594 286 268 457 84 172 230 243 199 246 95 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 0.97 *0.70 1.00 1.00 *0.70 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 3353 1500 3252 3353 1500 3159 2400 1457 1693 2495 1515 Flt Permitted 0.43 1.00 1.00 0.20 1.00 1.00 0.53 1.00 1.00 0.42 1.00 1.00 Satd. Flow(perm) 753 3353 1500 689 3353 1500 1774 2400 1457 751 2495 1515 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow(vph) 74 653 314 295 502 92 189 253 267 219 270 104 RTOR Reduction(vph) 0 0 227 0 0 63 0 0 195 0 0 71 Lane Group Flow(vph) 74 653 87 295 502 29 189 253 72 219 270 33 Heavy Vehicles(%) 2% 2% 2% 2% 2% 2% 5% 5% 5% 1% 1% 1% Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Actuated Green,G(s) 38.6 31.3 31.3 47.8 35.9 35.9 40.4 30.5 30.5 51.2 35.9 35.9 Effective Green,g(s) 38.6 31.3 31.3 47.8 35.9 35.9 40.4 30.5 30.5 51.2 35.9 35.9 Actuated g/C Ratio 0.34 0.28 0.28 0.42 0.32 0.32 0.36 0.27 0.27 0.45 0.32 0.32 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 315 924 413 558 1060 474 752 644 391 465 789 479 v/s Ratio Prot 0.02 c0.19 c0.06 c0.15 0.02 0.11 c0.06 0.11 v/s Ratio Perm 0.06 0.06 0.17 0.02 0.07 0.05 c0.15 0.02 v/c Ratio 0.23 0.71 0.21 0.53 0.47 0.06 0.25 0.39 0.18 0.47 0.34 0.07 Uniform Delay,d1 25.9 37.0 31.6 22.7 31.2 27.1 25.0 33.9 31.9 20.0 29.7 27.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.4 2.5 0.3 0.9 0.3 0.1 0.2 1.8 1.0 0.8 1.2 0.3 Delay(s) 26.3 39.5 31.8 23.6 31.5 27.1 25.2 35.7 33.0 20.8 30.9 27.4 Level of Service C D C C C C C D C C C C Approach Delay(s) 36.2 28.5 31.9 26.6 Approach LOS D C C C Intersection Summary HCM 2000 Control Delay 31.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length(s) 113.5 Sum of lost time(s) 24.5 Intersection Capacity Utilization 64.2% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour-Mitigated 12/21/2021 Kittelson&Associates, Inc. Page 2 HCM 6th Signalized Intersection Summary 2030 Total AM Peak Hour - Mitigated 3: Black Cat Road & Franklin Road Black Cat Industrial (Development --1. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(veh/h) 67 594 286 268 457 84 172 230 243 199 246 95 Future Volume(veh/h) 67 594 286 268 457 84 172 230 243 199 246 95 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1772 1772 1772 1772 1772 1772 1730 1730 1730 1786 1786 1786 Adj Flow Rate,veh/h 74 653 314 295 502 92 189 253 267 219 270 104 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 5 5 5 1 1 1 Cap,veh/h 305 900 402 537 1049 468 842 708 429 446 849 514 Arrive On Green 0.05 0.27 0.27 0.09 0.31 0.31 0.06 0.29 0.29 0.11 0.34 0.34 Sat Flow,vehlh 1688 3367 1502 3274 3367 1502 3196 2422 1466 1701 2500 1514 Grp Volume(v),veh/h 74 653 314 295 502 92 189 253 267 219 270 104 Grp Sat Flow(s),vehlh/In 1688 1683 1502 1637 1683 1502 1598 1211 1466 1701 1250 1514 Q Serve(g_s),s 3.2 18.1 19.9 6.5 12.4 4.6 4.1 8.5 16.2 8.9 8.2 5.0 Cycle Q Clear(g_c),s 3.2 18.1 19.9 6.5 12.4 4.6 4.1 8.5 16.2 8.9 8.2 5.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 305 900 402 537 1049 468 842 708 429 446 849 514 V/C Ratio(X) 0.24 0.73 0.78 0.55 0.48 0.20 0.22 0.36 0.62 0.49 0.32 0.20 Avail Cap(c_a),veh/h 556 1641 732 881 1641 732 1259 708 429 754 849 514 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 25.6 34.2 34.8 25.2 28.6 25.9 22.6 28.7 31.4 20.9 25.1 24.0 Incr Delay(d2),s/veh 0.4 1.1 3.4 0.9 0.3 0.2 0.1 1.4 6.7 0.8 1.0 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 2.3 11.5 11.7 4.4 8.4 2.9 2.7 4.5 10.3 6.2 4.4 3.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 26.0 35.3 38.2 26.1 28.9 26.1 22.8 30.1 38.1 21.7 26.1 24.9 LnGrp LOS C D D C C C C C D C C C Approach Vol,veh/h 1041 889 709 593 Approach Delay,s/veh 35.5 27.7 31.1 24.3 Approach LOS D C C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 17.4 36.5 15.2 33.4 12.6 41.3 10.7 38.0 Change Period (Y+Rc),s 6.0 6.5 6.0 6.0 6.0 6.5 6.0 6.0 Max Green Setting(Gmax),s 30.0 30.0 20.0 50.0 20.0 30.0 20.0 50.0 Max Q Clear Time(g_c+l1),s 10.9 18.2 8.5 21.9 6.1 10.2 5.2 14.4 Green Ext Time(p-c),s 0.6 1.9 0.7 5.6 0.5 1.8 0.1 3.6 Intersection Summary HCM 6th Ctrl Delay 30.3 HCM 6th LOS C Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour-Mitigated 12/21/2021 Kittelson&Associates, Inc. Page 3 Queues 2030 Total PM Peak Hour - Mitigated 3: Black Cat Road & Franklin Road Black Cat Industrial (Development -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 132 832 189 248 1145 207 466 335 353 132 429 155 v/c Ratio 0.63 0.71 0.29 0.67 0.92 0.32 0.98 0.50 0.53 0.40 0.81 0.35 Control Delay 40.9 43.4 5.5 68.1 55.3 10.5 94.6 46.8 7.4 31.4 64.3 9.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.9 43.4 5.5 68.1 55.3 10.5 94.6 46.8 7.4 31.4 64.3 9.0 Queue Length 50th(ft) 65 338 0 110 513 31 215 179 0 74 260 0 Queue Length 95th(ft) 134 434 54 160 #690 96 #354 279 88 132 #397 60 Internal Link Dist(ft) 880 4264 701 996 Turn Bay Length(ft) 325 325 350 300 325 325 200 325 Base Capacity(vph) 297 1228 670 476 1238 651 476 676 668 517 710 541 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.44 0.68 0.28 0.52 0.92 0.32 0.98 0.50 0.53 0.26 0.60 0.29 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Mitigated 12/21/2021 Kittelson&Associates, Inc. Page 1 HCM Signalized Intersection Capacity Analysis 2030 Total PM Peak Hour - Mitigated 3: Black Cat Road & Franklin Road 1I03/15/2022 -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(vph) 120 757 172 226 1042 188 424 305 321 120 290 141 Future Volume(vph) 120 757 172 226 1042 188 424 305 321 120 290 141 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 0.97 *0.70 1.00 1.00 *0.70 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1693 3386 1515 3285 3386 1515 3285 2495 1515 1660 2447 1485 Flt Permitted 0.08 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.29 1.00 1.00 Satd. Flow(perm) 149 3386 1515 3285 3386 1515 3285 2495 1515 507 2447 1485 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow(vph) 132 832 189 248 1145 207 466 335 353 132 319 155 RTOR Reduction(vph) 0 0 123 0 0 98 0 0 266 0 0 121 Lane Group Flow(vph) 132 832 66 248 1145 109 466 335 87 132 319 34 Heavy Vehicles(%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 3% 3% 3% Turn Type pm+pt NA Perm Prot NA Perm Prot NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 6 Actuated Green,G(s) 60.9 47.9 47.9 15.5 50.4 50.4 20.3 34.1 34.1 30.0 30.0 30.0 Effective Green,g(s) 60.9 47.9 47.9 15.5 50.4 50.4 20.3 34.1 34.1 30.0 30.0 30.0 Actuated g/C Ratio 0.44 0.35 0.35 0.11 0.36 0.36 0.15 0.25 0.25 0.22 0.22 0.22 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 210 1173 525 368 1234 552 482 615 373 245 531 322 v/s Ratio Prot 0.06 0.25 c0.08 c0.34 c0.14 c0.13 0.06 c0.13 v/s Ratio Perm 0.22 0.04 0.07 0.06 0.05 0.02 v/c Ratio 0.63 0.71 0.12 0.67 0.93 0.20 0.97 0.54 0.23 0.54 0.60 0.10 Uniform Delay,d1 29.4 39.1 30.8 58.9 42.2 30.1 58.6 45.3 41.6 46.4 48.7 43.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 5.8 2.0 0.1 4.8 12.0 0.2 32.2 3.4 1.5 2.3 5.0 0.7 Delay(s) 35.2 41.1 30.9 63.7 54.1 30.2 90.9 48.7 43.1 48.7 53.7 44.0 Level of Service D D C E D C F D D D D D Approach Delay(s) 38.8 52.5 64.0 50.1 Approach LOS D D E D Intersection Summary HCM 2000 Control Delay 51.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.84 Actuated Cycle Length(s) 138.2 Sum of lost time(s) 24.5 Intersection Capacity Utilization 79.1% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Mitigated Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 Total PM Peak Hour - Mitigated 3: Black Cat Road & Franklin Road 1I03/15/2022 --1. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(veh/h) 120 757 172 226 1042 188 424 305 321 120 290 141 Future Volume(veh/h) 120 757 172 226 1042 188 424 305 321 120 290 141 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1786 1786 1786 1786 1786 1786 1786 1786 1786 1758 1758 1758 Adj Flow Rate,veh/h 132 832 189 248 1145 207 466 335 353 132 319 155 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 1 1 1 1 1 1 1 1 1 3 3 3 Cap,veh/h 184 1149 512 306 1238 552 501 744 450 198 560 339 Arrive On Green 0.07 0.34 0.34 0.09 0.36 0.36 0.15 0.30 0.30 0.09 0.23 0.23 Sat Flow,vehlh 1701 3393 1514 3300 3393 1514 3300 2500 1514 1674 2461 1490 Grp Volume(v),veh/h 132 832 189 248 1145 207 466 335 353 132 319 155 Grp Sat Flow(s),vehlh/In 1701 1697 1514 1650 1697 1514 1650 1250 1514 1674 1231 1490 Q Serve(g_s),s 6.6 28.3 7.8 9.7 42.7 13.3 18.4 14.3 28.2 9.1 15.2 9.4 Cycle Q Clear(g_c),s 6.6 28.3 7.8 9.7 42.7 13.3 18.4 14.3 28.2 9.1 15.2 9.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 184 1149 512 306 1238 552 501 744 450 198 560 339 V/C Ratio(X) 0.72 0.72 0.37 0.81 0.93 0.37 0.93 0.45 0.78 0.67 0.57 0.46 Avail Cap(c_a),veh/h 329 1287 574 501 1287 574 501 744 450 436 560 339 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 32.5 38.2 13.0 58.7 40.1 30.8 55.2 37.6 42.4 46.9 45.2 27.5 Incr Delay(d2),s/veh 5.1 1.8 0.4 5.1 11.2 0.4 24.3 2.0 12.8 3.9 4.2 4.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 5.2 17.3 7.7 7.5 26.1 8.4 14.2 8.0 17.4 7.1 8.5 6.6 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 37.6 40.0 13.4 63.8 51.3 31.2 79.5 39.5 55.2 50.8 49.4 31.9 LnGrp LOS D D B E D C E D E D D C Approach Vol,veh/h 1153 1600 1154 606 Approach Delay,s/veh 35.4 50.6 60.5 45.2 Approach LOS D D E D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 17.3 45.7 18.2 50.6 26.5 36.5 14.8 54.1 Change Period (Y+Rc),s 6.0 6.5 6.0 6.0 6.5 *6.5 6.0 6.0 Max Green Setting(Gmax),s 30.0 30.0 20.0 50.0 20.0 *30 20.0 50.0 Max Q Clear Time(g_c+l1),s 11.1 30.2 11.7 30.3 20.4 17.2 8.6 44.7 Green Ext Time(p-c),s 0.3 0.0 0.5 5.9 0.0 2.0 0.2 3.4 Intersection Summary HCM 6th Ctrl Delay 48.5 HCM 6th LOS D Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Mitigated Synchro 11 Report Kittelson&Associates, Inc. Page 2 HCM Signalized Intersection Capacity Analysis 2030 Total AM Peak Hour - Mitigated 6: Black Cat Road & Access A - EW Collector Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(vph) 144 0 25 0 0 1 108 501 0 1 191 609 Future Volume(vph) 144 0 25 0 0 1 108 501 0 1 191 609 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.86 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1527 1366 1542 1527 1782 1693 1782 1366 Flt Permitted 0.95 1.00 1.00 0.63 1.00 0.34 1.00 1.00 Satd. Flow(perm) 1527 1366 1542 1005 1782 599 1782 1366 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 160 0 28 0 0 1 120 557 0 1 212 677 RTOR Reduction(vph) 0 22 0 0 1 0 0 0 0 0 0 333 Lane Group Flow(vph) 160 6 0 0 0 0 120 557 0 1 212 344 Heavy Vehicles(%) 12% 1% 12% 1% 1% 1% 12% 1% 1% 1% 1% 12% Parking (#/hr) 0 Turn Type Split NA NA Perm NA Perm NA Perm Protected Phases 4 4 8 2 6 Permitted Phases 8 2 6 6 Actuated Green,G(s) 12.4 12.4 0.7 29.0 29.0 29.0 29.0 29.0 Effective Green,g(s) 12.4 12.4 0.7 29.0 29.0 29.0 29.0 29.0 Actuated g/C Ratio 0.22 0.22 0.01 0.51 0.51 0.51 0.51 0.51 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 331 296 18 510 905 304 905 693 v/s Ratio Prot c0.10 0.00 c0.00 c0.31 0.12 vls Ratio Perm 0.12 0.00 0.25 v/c Ratio 0.48 0.02 0.00 0.24 0.62 0.00 0.23 0.50 Uniform Delay,dl 19.5 17.6 27.9 7.9 10.1 6.9 7.8 9.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.1 0.0 0.0 0.2 1.3 0.0 0.1 0.6 Delay(s) 20.7 17.6 27.9 8.1 11.3 6.9 8.0 9.8 Level of Service C B C A B A A A Approach Delay(s) 20.2 27.9 10.7 9.4 Approach LOS C C B A Intersection Summary HCM 2000 Control Delay 11.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.57 Actuated Cycle Length(s) 57.1 Sum of lost time(s) 15.0 Intersection Capacity Utilization 62.8% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour-Mitigated 12/21/2021 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 Total AM Peak Hour - Mitigated 6: Black Cat Road & Access A - EW Collector Black Cat Industrial (Development t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(veh/h) 144 0 25 0 0 1 108 501 0 1 191 609 Future Volume(veh/h) 144 0 25 0 0 1 108 501 0 1 191 609 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1632 1786 1786 1786 1786 1786 1632 1786 1786 1786 1786 1632 Adj Flow Rate,veh/h 160 0 28 0 0 1 120 557 0 1 212 677 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 12 1 1 1 1 1 12 1 1 1 1 12 Cap,veh/h 218 0 191 0 0 3 431 992 0 449 992 768 Arrive On Green 0.14 0.00 0.14 0.00 0.00 0.00 0.56 0.56 0.00 0.56 0.56 0.56 Sat Flow,vehlh 1554 0 1362 0 0 1513 576 1786 0 859 1786 1383 Grp Volume(v),veh/h 160 0 28 0 0 1 120 557 0 1 212 677 Grp Sat Flow(s),vehlh/In 1554 0 1362 0 0 1514 576 1786 0 859 1786 1383 Q Serve(g_s),s 4.9 0.0 0.9 0.0 0.0 0.0 6.6 10.0 0.0 0.0 3.0 21.1 Cycle Q Clear(g_c),s 4.9 0.0 0.9 0.0 0.0 0.0 9.5 10.0 0.0 10.0 3.0 21.1 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c),veh/h 218 0 191 0 0 3 431 992 0 449 992 768 V/C Ratio(X) 0.74 0.00 0.15 0.00 0.00 0.33 0.28 0.56 0.00 0.00 0.21 0.88 Avail Cap(c_a),veh/h 942 0 826 0 0 551 1128 3155 0 1490 3155 2443 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 20.4 0.0 18.7 0.0 0.0 24.7 8.0 7.1 0.0 10.3 5.5 9.6 Incr Delay(d2),s/veh 4.8 0.0 0.4 0.0 0.0 52.6 0.3 0.5 0.0 0.0 0.1 3.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 3.5 0.0 0.5 0.0 0.0 0.1 1.1 4.3 0.0 0.0 1.2 7.9 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 25.2 0.0 19.0 0.0 0.0 77.3 8.3 7.6 0.0 10.3 5.7 13.1 LnGrp LOS C A B A A E A A A B A B Approach Vol,veh/h 188 1 677 890 Approach Delay,s/veh 24.3 77.3 7.7 11.3 Approach LOS C E A B Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 32.5 11.9 32.5 5.1 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 87.4 30.0 87.4 18.0 Max Q Clear Time(g_c+l1),s 12.0 6.9 23.1 2.0 Green Ext Time(p-c),s 5.6 0.6 4.4 0.0 Intersection Summary HCM 6th Ctrl Delay 11.4 HCM 6th LOS B Black Cat Industrial Development 11/19/2021 2030 Total AM Peak Hour-Mitigated 12/21/2021 Kittelson&Associates, Inc. Page 2 HCM Signalized Intersection Capacity Analysis 2030 Total PM Peak Hour - Mitigated 6: Black Cat Road & EW Collector (Site Acc A) Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(vph) 595 0 105 0 0 1 28 455 0 1 529 159 Future Volume(vph) 595 0 105 0 0 1 28 455 0 1 529 159 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.86 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1527 1366 1542 1527 1782 1693 1782 1366 Flt Permitted 0.95 1.00 1.00 0.14 1.00 0.22 1.00 1.00 Satd. Flow(perm) 1527 1366 1542 223 1782 397 1782 1366 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 661 0 117 0 0 1 31 506 0 1 588 177 RTOR Reduction(vph) 0 59 0 0 1 0 0 0 0 0 0 34 Lane Group Flow(vph) 661 58 0 0 0 0 31 506 0 1 588 143 Heavy Vehicles(%) 12% 1% 12% 1% 1% 1% 12% 1% 1% 1% 1% 12% Parking (#/hr) 0 Turn Type Split NA NA Perm NA Perm NA Perm Protected Phases 4 4 8 2 6 Permitted Phases 8 2 6 6 Actuated Green,G(s) 63.2 63.2 1.0 48.7 48.7 48.7 48.7 48.7 Effective Green,g(s) 63.2 63.2 1.0 48.7 48.7 48.7 48.7 48.7 Actuated g/C Ratio 0.49 0.49 0.01 0.38 0.38 0.38 0.38 0.38 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 754 674 12 84 678 151 678 520 v/s Ratio Prot c0.43 0.04 c0.00 0.28 c0.33 vls Ratio Perm 0.14 0.00 0.10 v/c Ratio 0.88 0.09 0.00 0.37 0.75 0.01 0.87 0.27 Uniform Delay,dl 28.9 17.1 63.0 28.5 34.3 24.6 36.6 27.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 11.2 0.1 0.0 2.7 4.5 0.0 11.3 0.3 Delay(s) 40.1 17.1 63.0 31.3 38.7 24.6 47.9 27.7 Level of Service D B E C D C D C Approach Delay(s) 36.6 63.0 38.3 43.2 Approach LOS D E D D Intersection Summary HCM 2000 Control Delay 39.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.86 Actuated Cycle Length(s) 127.9 Sum of lost time(s) 15.0 Intersection Capacity Utilization 79.2% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Mitigated 12/07/2021 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 Total PM Peak Hour - Mitigated 6: Black Cat Road & EW Collector (Site Acc A) Black Cat Industrial (Development Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(veh/h) 595 0 105 0 0 1 28 455 0 1 529 159 Future Volume(veh/h) 595 0 105 0 0 1 28 455 0 1 529 159 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1632 1786 1786 1786 1786 1786 1632 1786 1786 1786 1786 1632 Adj Flow Rate,veh/h 661 0 117 0 0 1 31 506 0 1 588 177 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 12 1 1 1 1 1 12 1 1 1 1 12 Cap,veh/h 708 0 621 0 0 2 133 701 0 209 701 543 Arrive On Green 0.46 0.00 0.46 0.00 0.00 0.00 0.39 0.39 0.00 0.39 0.39 0.39 Sat Flow,vehlh 1554 0 1362 0 0 1513 647 1786 0 900 1786 1383 Grp Volume(v),veh/h 661 0 117 0 0 1 31 506 0 1 588 177 Grp Sat Flow(s),vehlh/In 1554 0 1362 0 0 1514 647 1786 0 900 1786 1383 Q Serve(g_s),s 40.2 0.0 5.1 0.0 0.0 0.1 4.5 23.9 0.0 0.1 29.7 8.9 Cycle Q Clear(g_c),s 40.2 0.0 5.1 0.0 0.0 0.1 34.3 23.9 0.0 24.0 29.7 8.9 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c),veh/h 708 0 621 0 0 2 133 701 0 209 701 543 V/C Ratio(X) 0.93 0.00 0.19 0.00 0.00 0.48 0.23 0.72 0.00 0.00 0.84 0.33 Avail Cap(c_a),veh/h 1029 0 902 0 0 273 210 914 0 317 914 707 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 25.7 0.0 16.2 0.0 0.0 49.7 43.0 25.7 0.0 35.9 27.4 21.1 Incr Delay(d2),s/veh 11.4 0.0 0.1 0.0 0.0 116.4 0.9 2.0 0.0 0.0 5.5 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 22.9 0.0 2.9 0.0 0.0 0.2 1.3 15.1 0.0 0.0 18.8 5.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 37.1 0.0 16.3 0.0 0.0 166.2 43.8 27.6 0.0 35.9 32.9 21.4 LnGrp LOS D A B A A F D C A D C C Approach Vol,veh/h 778 1 537 766 Approach Delay,s/veh 34.0 166.2 28.6 30.3 Approach LOS C F C C Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 44.1 50.4 44.1 5.1 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 51.0 66.0 51.0 18.0 Max Q Clear Time(g_c+l1),s 36.3 42.2 31.7 2.1 Green Ext Time(p-c),s 2.8 3.2 4.1 0.0 Intersection Summary HCM 6th Ctrl Delay 31.3 HCM 6th LOS C Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Mitigated 12/07/2021 Kittelson&Associates, Inc. Page 2 HCM Signalized Intersection Capacity AnalysiQ030 Total AM Pk Hr-Acc ALT 2 Mit-Rev Site Pln 6: Black Cat Road & Access A - EW Collector 1I03/15/2022 -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(vph) 108 0 21 0 0 1 91 518 0 1 195 457 Future Volume(vph) 108 0 21 0 0 1 91 518 0 1 195 457 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.86 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1527 1366 1542 1527 1782 1693 1782 1366 Flt Permitted 0.76 1.00 1.00 0.62 1.00 0.39 1.00 1.00 Satd. Flow(perm) 1217 1366 1542 1000 1782 701 1782 1366 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 120 0 23 0 0 1 101 576 0 1 217 508 RTOR Reduction(vph) 0 19 0 0 1 0 0 0 0 0 0 190 Lane Group Flow(vph) 120 4 0 0 0 0 101 576 0 1 217 318 Heavy Vehicles(%) 12% 1% 12% 1% 1% 1% 12% 1% 1% 1% 1% 12% Parking (#/hr) 0 Turn Type Perm NA NA Perm NA Perm NA Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 6 Actuated Green,G(s) 8.6 8.6 8.6 31.1 31.1 31.1 31.1 31.1 Effective Green,g(s) 8.6 8.6 8.6 31.1 31.1 31.1 31.1 31.1 Actuated g/C Ratio 0.17 0.17 0.17 0.63 0.63 0.63 0.63 0.63 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 210 236 266 625 1115 438 1115 854 v/s Ratio Prot 0.00 0.00 c0.32 0.12 v/s Ratio Perm c0.10 0.10 0.00 0.23 v/c Ratio 0.57 0.02 0.00 0.16 0.52 0.00 0.19 0.37 Uniform Delay,dl 18.9 17.0 17.0 3.9 5.1 3.5 4.0 4.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 3.7 0.0 0.0 0.1 0.4 0.0 0.1 0.3 Delay(s) 22.6 17.1 17.0 4.0 5.5 3.5 4.0 4.8 Level of Service C B B A A A A A Approach Delay(s) 21.7 17.0 5.3 4.6 Approach LOS C B A A Intersection Summary HCM 2000 Control Delay 6.5 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.53 Actuated Cycle Length(s) 49.7 Sum of lost time(s) 10.0 Intersection Capacity Utilization 58.4% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total AM Pk Hr-Acc ALT 2 Mit-Rev Site Pln Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 Total AM Pk Hr-Acc ALT 2 Mit-Rev Site Pln 6: Black Cat Road & Access A - EW Collector 1I03/15/2022 -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(veh/h) 108 0 21 0 0 1 91 518 0 1 195 457 Future Volume(veh/h) 108 0 21 0 0 1 91 518 0 1 195 457 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1632 1786 1632 1786 1786 1786 1632 1786 1786 1786 1786 1632 Adj Flow Rate,veh/h 120 0 23 0 0 1 101 576 0 1 217 508 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 12 1 12 1 1 1 12 1 1 1 1 12 Cap,veh/h 428 0 167 0 0 186 561 900 0 495 900 697 Arrive On Green 0.12 0.00 0.12 0.00 0.00 0.12 0.50 0.50 0.00 0.50 0.50 0.50 Sat Flow,vehlh 1304 0 1362 0 0 1513 671 1786 0 844 1786 1383 Grp Volume(v),veh/h 120 0 23 0 0 1 101 576 0 1 217 508 Grp Sat Flow(s),vehlh/In 1304 0 1362 0 0 1514 671 1786 0 844 1786 1383 Q Serve(g_s),s 2.4 0.0 0.4 0.0 0.0 0.0 2.7 6.3 0.0 0.0 1.8 7.7 Cycle Q Clear(g_c),s 2.4 0.0 0.4 0.0 0.0 0.0 4.5 6.3 0.0 6.3 1.8 7.7 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c),veh/h 428 0 167 0 0 186 561 900 0 495 900 697 V/C Ratio(X) 0.28 0.00 0.14 0.00 0.00 0.01 0.18 0.64 0.00 0.00 0.24 0.73 Avail Cap(c_a),veh/h 1825 0 1627 0 0 1807 2928 7198 0 3470 7198 5573 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 11.4 0.0 10.5 0.0 0.0 10.3 5.0 4.9 0.0 7.2 3.8 5.2 Incr Delay(d2),s/veh 0.4 0.0 0.4 0.0 0.0 0.0 0.2 0.8 0.0 0.0 0.1 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 1.0 0.0 0.2 0.0 0.0 0.0 0.2 0.9 0.0 0.0 0.2 1.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 11.7 0.0 10.9 0.0 0.0 10.3 5.2 5.6 0.0 7.2 3.9 6.7 LnGrp LOS B A B A A B A A A A A A Approach Vol,veh/h 143 1 677 726 Approach Delay,s/veh 11.6 10.3 5.6 5.9 Approach LOS B B A A Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 18.5 8.3 18.5 8.3 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 108.0 32.0 108.0 32.0 Max Q Clear Time(g_c+l1),s 8.3 4.4 9.7 2.0 Green Ext Time(p-c),s 5.2 0.5 3.4 0.0 Intersection Summary HCM 6th Ctrl Delay 6.3 HCM 6th LOS A Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total AM Pk Hr-Acc ALT 2 Mit-Rev Site Pln Synchro 11 Report Kittelson&Associates, Inc. Page 2 HCM Signalized Intersection Capacity Analysi,2030 Total PM Pk Hr-Acc ALT 2-Mit-Rev Site Pln 6: Black Cat Road & EW Collector 1I03/15/2022 -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(vph) 446 0 89 0 0 1 24 459 0 1 545 119 Future Volume(vph) 446 0 89 0 0 1 24 459 0 1 545 119 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.86 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1527 1366 1542 1527 1782 1693 1782 1366 Flt Permitted 0.76 1.00 1.00 0.19 1.00 0.28 1.00 1.00 Satd. Flow(perm) 1217 1366 1542 302 1782 492 1782 1366 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 496 0 99 0 0 1 27 510 0 1 606 132 RTOR Reduction(vph) 0 52 0 0 1 0 0 0 0 0 0 29 Lane Group Flow(vph) 496 47 0 0 0 0 27 510 0 1 606 103 Heavy Vehicles(%) 12% 1% 12% 1% 1% 1% 12% 1% 1% 1% 1% 12% Parking (#/hr) 0 Turn Type Perm NA NA Perm NA Perm NA Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 6 Actuated Green,G(s) 52.3 52.3 52.3 46.8 46.8 46.8 46.8 46.8 Effective Green,g(s) 52.3 52.3 52.3 46.8 46.8 46.8 46.8 46.8 Actuated g/C Ratio 0.48 0.48 0.48 0.43 0.43 0.43 0.43 0.43 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 583 654 739 129 764 211 764 585 v/s Ratio Prot 0.03 0.00 0.29 c0.34 v/s Ratio Perm c0.41 0.09 0.00 0.08 v/c Ratio 0.85 0.07 0.00 0.21 0.67 0.00 0.79 0.18 Uniform Delay,dl 25.0 15.3 14.8 19.5 24.9 17.8 27.0 19.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 11.4 0.0 0.0 0.8 2.2 0.0 5.7 0.1 Delay(s) 36.4 15.4 14.8 20.4 27.1 17.8 32.6 19.4 Level of Service D B B C C B C B Approach Delay(s) 32.9 14.8 26.8 30.2 Approach LOS C B C C Intersection Summary HCM 2000 Control Delay 30.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.82 Actuated Cycle Length(s) 109.1 Sum of lost time(s) 10.0 Intersection Capacity Utilization 71.4% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total PM Pk Hr-Acc ALT 2-Mit-Rev Site Pln Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 2010 Signalized Intersection Summary 2030 Total PM Pk Hr-Acc ALT 2-Mit-Rev Site Pln 6: Black Cat Road & EW Collector 03/15/2022 -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(veh/h) 446 0 89 0 0 1 24 459 0 1 545 119 Future Volume(veh/h) 446 0 89 0 0 1 24 459 0 1 545 119 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow,vehlh/In 1607 1607 1800 1800 1782 1800 1607 1782 1800 1782 1782 1607 Adj Flow Rate,veh/h 496 0 99 0 0 1 27 510 0 1 606 132 Adj No.of Lanes 1 1 0 0 1 0 1 1 0 1 1 1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh,% 12 1 12 1 1 1 12 1 1 1 1 12 Cap,veh/h 659 0 529 0 0 652 187 750 0 276 750 575 Arrive On Green 0.43 0.00 0.43 0.00 0.00 0.43 0.42 0.42 0.00 0.42 0.42 0.42 Sat Flow,veh/h 1285 0 1229 0 0 1515 653 1782 0 895 1782 1366 Grp Volume(v),veh/h 496 0 99 0 0 1 27 510 0 1 606 132 Grp Sat Flow(s),veh/h/In 1285 0 1229 0 0 1515 653 1782 0 895 1782 1366 Q Serve(g_s),s 24.1 0.0 3.3 0.0 0.0 0.0 2.5 15.6 0.0 0.1 20.0 4.2 Cycle Q Clear(g_c),s 24.1 0.0 3.3 0.0 0.0 0.0 22.5 15.6 0.0 15.6 20.0 4.2 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c),veh/h 659 0 529 0 0 652 187 750 0 276 750 575 V/C Ratio(X) 0.75 0.00 0.19 0.00 0.00 0.00 0.14 0.68 0.00 0.00 0.81 0.23 Avail Cap(c_a),veh/h 1428 0 1265 0 0 1559 604 1887 0 847 1887 1446 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay(d),slveh 17.8 0.0 11.8 0.0 0.0 10.9 26.9 15.8 0.0 22.1 17.0 12.5 Incr Delay(d2),s/veh 1.8 0.0 0.2 0.0 0.0 0.0 0.3 1.1 0.0 0.0 2.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 13.6 0.0 2.1 0.0 0.0 0.0 0.9 12.5 0.0 0.0 15.4 2.8 LnGrp Delay(d),s/veh 19.5 0.0 12.0 0.0 0.0 10.9 27.3 16.9 0.0 22.1 19.2 12.7 LnGrp LOS B B B C B C B B Approach Vol,veh/h 595 1 537 739 Approach Delay,s/veh 18.3 10.9 17.4 18.0 Approach LOS B B B B Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 33.2 33.8 33.2 33.8 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 71.0 69.0 71.0 69.0 Max Q Clear Time(g_c+l1),s 24.5 26.1 22.0 2.0 Green Ext Time(p-c),s 3.7 2.8 4.8 0.0 Intersection Summary HCM 2010 Ctrl Delay 17.9 HCM 2010 LOS B Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total PM Pk Hr-Acc ALT 2-Mit-Rev Site Pln Synchro 11 Report Kittelson&Associates, Inc. Page 2 HCM 6th TWSC 2030 Total PM Pk Hr-Acc ALT 2-Mit-Rev Site Pln 48: Black Cat Road & Access B 03/15/2022 Intersection Int Delay,s/veh 6.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y + Traffic Vol,veh/h 149 16 4 901 648 40 Future Vol,veh/h 149 16 4 901 648 40 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 100 - - Veh in Median Storage,# 1 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 2 2 12 Mvmt Flow 166 18 4 1001 720 44 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1751 742 764 0 - 0 Stage 1 742 - - - - - Stage 2 1009 - - - Critical Hdwy 6.52 6.32 4.22 - Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 2.308 - Pot Cap-1 Maneuver —89 400 806 - Stage 1 453 - - - Stage 2 338 - - - Platoon blocked,% - Mov Cap-1 Maneuver —89 400 806 - Mov Cap-2 Maneuver 216 - - - Stage 1 451 - - Stage 2 338 - - Approach EB NB SB HCM Control Delay,s 65.7 0 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 806 - 226 - HCM Lane V/C Ratio 0.006 - 0.811 - HCM Control Delay(s) 9.5 - 65.7 - HCM Lane LOS A - F - HCM 95th%tile Q(veh) 0 - 6 - Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 1 Black Cat Industrial Development 5:00 pm 11/19/2021 2030 Total PM Pk Hr-Acc ALT 2-Mit-Rev Site Pln Synchro 11 Report Kittelson&Associates, Inc. Page 1 Signal Warrant Assessment Based on 2009 Edition of the MUTCD Project#: 26745 Project Name: Black Cat Industrial Analyst: JFR Date: 12/30/2021 Warrant Summary Intersection: Franklin Rd/McDermott Rd Warrant Name Analyzed? Met? Scenario: Year 2030 Background #1 Eight-Highest Yes Yes #2 Four-Hour Yes Yes Volume Adjustment Factor= 1.0 #3 Peak Hour Yes Yes *This signal warrant shall be applied only in unusual cases, North-South Approach= Minor such as office complexes,manufacturing plants,industrial East-West Approach= Major complexes,or high-occupancy vehiclefacilities that attract Major Street Thru Lanes= 2 or discharge large numbers of vehicles over a shorttime. Minor Street Thru Lanes= 1 Speed>40 mph? Yes Population<10,000? No Warrant Factor 70% Peak Hour or Daily Count? Daily Traffic Volumes Hour Major Street Minor Street Hourly Rank Begin End EB WB NB SB 12:00 AM 1:00 AM 162 66 1 6 21 1:00 AM 2:00 AM 37 19 0 4 22 2:00 AM 3:00 AM 33 20 0 0 23 3:00 AM 4:00 AM 22 19 0 8 24 4:00 AM 5:00 AM 169 57 1 24 20 5:00 AM 6:00 AM 453 176 2 64 18 6:00 AM 7:00 AM 576 564 5 142 12 7:00 AM 8:00 AM 1081 934 9 64 4 8:00 AM 9:00 AM 1129 705 7 136 5 9:00 AM 10:00 AM 635 569 9 99 11 10:00 AM 11:00 AM 639 503 7 86 13 11:00 AM 12:00 PM 689 640 9 109 8 12:00 PM 1:00 PM 577 726 9 83 9 1:00 PM 2:00 PM 501 736 12 89 10 2:00 PM 3:00 PM 634 850 12 94 7 3:00 PM 4:00 PM 613 1065 20 135 6 4:00 PM 5:00 PM 749 1356 27 102 3 5:00 PM 6:00 PM 1046 1724 20 105 1 6:00 PM 7:00 PM 806 1347 12 77 2 7:00 PM 8:00 PM 463 534 7 53 14 8:00 PM 9:00 PM 543 361 5 34 15 9:00 PM 10:00 PM 352 348 4 21 17 10:00 PM 11:00 PM 265 171 2 23 19 11:00 PM 12:00 AM 751 140 1 6 16 Data Input KITTELSON&ASSOCIATES,INC. Analysis Traffic Volumes 610 SW Alder,Suite 700 Hour Major Street Minor Street Portland,Oregon 97205 Begin End NB SB EB WB (503)228-5230 12:00 AM 1:00 AM 16 33 8 0 1:00 AM 12 24 5 0 2:00AM 9 10 3 0 Project#: 26745 3:00 AM 12 25 5 0 Project Name: Black Cat Industrial 4:00 AM 44 61 15 0 Analyst: JFR 5:00AM 98 133 30 0 Date: 12/20/2021 6:00 AM 439 436 96 1 File: H:\26\26745-Meridian Black Cat Industrial 7:00 AM 609 801 169 1 Project\Analysis\Signal Warrants\[2021 Site Access A- Black Cat Sienal Warrant Ana lvsis.xlslData Innut 8:00AM 607 734 156 1 Intersection: Site Access A&Black Cat Road 9:00 AM 420 519 108 0 Scenario: Year 2030 Total Traffic 10:00AM 341 558 121 0 11:00 AM 406 609 131 0 12:00 PM 177 191 428 0 1:00 PM 287 218 467 0 Warrant Summary 2:00 PM 305 284 513 0 Warrant Name Analyzed? Met? 3:00 PM 362 398 560 0 #1 Eight-Hour Vehicular Volume Yes Yes 4:00 PM 503 603 692 1 #2 Four-Hour Vehicular volume Yes Yes 5:00 PM 483 689 700 1 #3 Peak Hour Yes Yes 6:00 PM 342 375 560 1 #4 Pedestrian Volume No 7:00 PM 216 244 404 0 #5 School Crossing No 8:00 PM 157 175 366 0 #6 Coordinated Signal System No 9:00 PM 90 112 264 0 #7 Crash Experience No 10:00 PM 30 49 124 0 #8 Roadway Network No - 11:00 PM 12 26 78 0 #9 Intersection Near a Grade Crossing No Input Parameters Volume Adjustment Factor= 1.0 Warrant#1-Eight Hour North-South Approach= Major Hours That Condition for Warrant Major Street Minor Street Signal Warrant East-West Approach= Minor Condition Condition Is Warrant Factor Requirement Requirement Met? Major Street Thru Lanes= 1 Met Factor Met? Minor Street Thru Lanes= 1 A 500 150 8 Yes 100% Yes Speed>40 mph? No B 750 75 9 Yes Population<10,000? No A 400 120 11 Yes 80% Yes Warrant Factor 100% B 600 60 10 Yes Peak Hour or Daily Count? Daily A 350 105 13 Yes 70% Yes B 525 53 11 Yes 56% A 280 84 15 Yes yes B 420 42 13 Yes -2 Major/2 Minor Warrant#3-Peak Hour -2 Major/2 Minor Warrant#2-Four-Hour -2 Major/1 Minor -2 Major/1 Minor 100%Warrant Factor 100%Warrant Factor 1 Major/2 Minor -1 Major/2 Minor 500 1 Major/1 Minor 600 1 Major/1 Minor % Traffic Volumes ** x Traffic Volumes X 500 400 - "'�F M m m m N 400 ^ 300 c C `m 300 L _m 200 = )K 200 100 100 0 0 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 400 500 600 700 800 900 100011001200130014001500160017001800 Combined Major Street Combined Major Street SIGNAL WARRANT VOLUME PROFILE CALCULATIONS Northbound Southbound Eastbound Westbound Hourly Vehicular %of PM Existing BK by PM Peak Hourly Vehicular %of PM Existing BK by PM Peak Hourly Vehicular %of PM ExistingBK PM Peak Hourly Vehicular y Y %oF PM Existing BK by PM Peak Time Volume' Peak Hour Profile Profile Site Trips Total Volume' Peak Hour Profile Profile Site Trips Total Volume Peak Hour Profile Profile Site Trips Total Volume Peak Hour Profile Profile Site Trips Total 1200 5 2.48% 5 11 5 16 5 1.10% 5 6 27 33 0 0.00% 0 0 8 8 0 0.0096 0 0 0 0 1:00 4 1.98% 4 9 3 12 5 1,10% 5 6 18 24 0 0.00% 0 0 5 5 0 0,00% 0 0 0 0 2:00 3 1.49% 3 7 2 9 1 0.2296 1 1 9 30 0 0.0096 0 0 3 3 0 0.0096 0 0 0 0 3:00 4 1.98% 4 9 3 12 6 1.32% 6 7 18 25 0 0.00% 0 0 5 5 0 0.00% 0 0 0 0 4:00 15 7.43% 16 34 10 44 5 1.30% 5 6 55 61 0 0.00% 0 0 15 15 0 0.00% 0 0 0 0 5:00 35 17.33% 37 79 191 981 21 4.6196 19 24 109 1331 0 0.00% 0 0 301 30 01 0.00% 01 0 0 0 6:00 168 83.17% 1751 378 61 439 78 17.11% 72 911 345 436 1 100.00%1 01 0 96 96 1 100.00% 1 11 0 1 7:00 429 212.38% 1 108 609 138 30.26% 127 609 801 1 300.00% 0 0 169 169 1 300.00% I 1 0 1 8:130 225 111.39% 235 507 100 607 146 32.02% 134 170 564 734 1 100.00% 0 0 156 156 1 100.00% 1 1 0 1 9:00 156 77.23% 163 351 69 420 110 24.12% 101 128 391 519 0 0.00% 0 0 108 108 0 0.00% 0 0 0 0 10:130 117 57.92% 122 264 77 341 105 23.03% 96 122 436 558 0 0.00% 0 0 121 121 0 0.00% 0 0 0 0 11:00 143 70.79% 149 322 84 406 117 25.66% 107 136 473 609 0 0.00% 0 0 131 131 0 0.00% 0 0 0 0 12:00 71 35.15% 74 160 17 177 81 17.76% 74 94 97 191 0 0.00% 0 0 428 428 0 0.00% 0 0 0 0 13:00 119 58.91% 124 268 19 287 96 21.05% 88 112 106 218 0 0.00% 0 0 467 467 0 0.00% 0 0 0 0 14:130 126 62.38% 132 284 21 305 144 31.58% 132 167 1171 284 0 0.00% 0 0 513 5131 0 0.00% 0 0 0 0 15:00 151 74.75% 1581 340 221 3621 233 51.10% 2141 271 127 398 0 0.009s 01 0 560 560 01 0.00% 0 0 0 0 16:00 211 104.46% 220 475 28 503 384 84.21% 352 446 157 603 1 100.00% 0 0 692 692 1 100.00% 1 1 0 1 17:00 202 100.00% 211 455 28 483 456 100.00% 418 530 159 689 1 100.00% 0 0 700 700 1 100.00% 1 11 0 1 18:00 142 70.30% 148 320 22 342 213 46.71% 195 248 127 375 1 100.00% 0 0 560 560 1 100.00% 1 11 0 1 19:00 89 44.06% 93 200 16 216 131 28.73% 120 152 92 244 0 0.00% 0 0 404 404 0 0.00% 0 0 0 0 20:00 63 31.19% 66 142 15 157 79 17.32% 72 92 83 175 0 0.00% 0 0 366 366 0 0.00% 0 0 0 0 21:00 35 17.33% 37 79 11 90 45 9.87% 41 52 60 112 0 0.00% 0 0 264 264 0 0.00% 0 0 0 0 22:00 11 5.45% 11 25 5 30 18 3.95% 17 21 28 49 0 0.00% 0 0 124 124 0 0.00% 0 0 0 0 23:00 4 1.98% 4 9 3 12 7 1.54% 6 8 18 26 0 0.00% 0 0 78 78 0 0.00% 0 0 0 0 Total 2,528 2,639 5,229 5977 2,624 2407 3082 7307 6 0 0 6004 6 6 6 6 'Obtained from October 6,2021 Tube Counts Collected by Kittelson Obtained from October 6 2020 Tube Counts Collected by ACHD 3Typical estimated distribution assumed Number Overided Due to changes in travel patterns with new SH-16 interchange - 4 Typical estimated distribution assumed Northbound Southbound Eastbound Westbound Existing Count PM Peak 211 Existing Count PM Peak 418 Existing Count PM Peak 0 Existing Count PM Peak 1 BG Estimate PM Peak 455 BG Estimate PM Peak 530 BG Estimate PM Peak 0 BG Estimate PM Peak 1 BG PM BK Peak Growth Factor 2.16 BG PM BK Peak Growth Factor 1.27 BG PM BK Peak Growth Factor HDIV/01 BG PM BK Peak Growth Factor 1.00 KITTELSON&ASSOCIATES,INC. Analysis Traffic Volumes 610 SW Alder,Suite 700 Hour Major Street Minor Street Portland,Oregon 97205 Begin End NB SB EB WB (503)228-5230 12:00 AM 1:00 AM 16 33 3 0 1:00 AM 12 24 2 0 2:00 AM 9 10 1 0 Project#: 26745 3:00 AM 12 25 2 0 Project Name: Black Cat Industrial 4:00 AM 43 61 7 0 Analyst: JFR 5:00AM 97 133 13 0 Date: 3/22/2022 6:00 AM 435 436 43 0 File: H:\26\26745-Meridian Black Cat Industrial 7:00 AM 626 801 40 0 Project\Analysis\Signal Warrants\Response to Comments\F2021 Site Access B-Black Cat Signal 8:00 AM 600 734 69 0 Intersection: Site Access B&Black Cat Road 9:00 AM 416 519 48 0 Scenario: Year 2030 Total Traffic-Revised Site 10:00 AM 336 558 54 0 11:00 AM 400 609 58 0 12:00 PM 435 191 101 0 1:00 PM 568 218 110 0 Warrant Summary 2:00PM 614 284 121 0 Warrant Name Analyzed? Met? 3:00 PM 700 398 132 0 #1 Eight-Hour Vehicular Volume Yes No 4:00 PM 920 603 163 0 #2 Four-Hour Vehicular volume Yes Yes 5:00 PM 905 689 165 0 #3 Peak Hour Yes Yes 6:00 PM 680 375 132 0 #4 Pedestrian Volume No 7:00 PM 460 244 95 0 #5 School Crossing No 8:00 PM 377 175 86 0 #6 Coordinated Signal System No 9:00 PM 249 112 62 0 #7 Crash Experience No 10:00 PM 105 49 29 0 #8 Roadway Network No 11:00 PM 59 26 18 0 #9 Intersection Near a Grade Crossing No Input Parameters Volume Adjustment Factor= 1.0 Warrant#1-Eight Hour North-South Approach= Major Hours That Condition for Warrant Major street Minor street Signal Warrant East-West Approach= Minor Condition Condition Is Warrant Factor Requirement Requirement Met? Major Street Thru Lanes= 1 Met Factor Met? Minor Street Thru Lanes= 1 A S00 150 2 No 100% No Speed>40 mph? No B 750 75 6 No Population<10,000? No A 400 120 5 No 80% Yes Warrant Factor 100% B 600 60 9 Yes Peak Hour or Daily Count? Daily A 350 105 6 No 70% Yes B 525 53 12 Yes A 280 84 9 Yes 56% Yes B 420 42 14 Yes -2 Major/2 Minor Warrant#3-Peak Hour -2 Major/2 Minor Warrant#2-Four-Hour -2 Major/1 Minor -2 Major/1 Minor 100%Warrant Factor 100%Warrant Factor 1 Major/2 Minor -1 Major/2 Minor 500 1 Major/1 Minor 600 1 Major/1 Minor % Traffic Volumes x Traffic Volumes 500 400 m m m N 400 ^ 300 C `m 300 L _m 200 = 200 100 � 100 W � 0 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 400 500 600 700 800 900 100011001200130014001500160017001800 Combined Major Street Combined Major Street SIGNAL WARRANT VOLUME PROFILE CALCULATIONS-Black Cat Rd/Site Access B Northbound Southbound I Eastbound Westbound Hourly Vehicular %of PM Existing BK by PM Peak Hourly Vehicular %of PM Existing BK by PM Peak Hourly Vehicular %of pM ExistingBK PM Peak Hourly Vehicular y Y %oF PM Existing BK by PM Peak Time Volume' Peak Hour Profile Profile Site Trips Total Volume' Peak Hour Profile Profile Site Trips Total Volume Peak Hour Profile Profile Site Trips Total Volume Peak Hour Profile Profile Site Trips Total 1200 5 2.48% 5 11 5 16 5 1.10% 5 6 27 33 0 0.00% 0 0 3 3 0 0.0096 0 0 0 0 1:00 4 1.98% 4 9 3 12 5 1,10% 5 6 18 24 0 0.00% 0 0 2 2 0 0,00% 0 0 0 0 2:00 3 1.49% 3 7 2 9 1 0.2296 1 1 9 30 0 0.00% 0 0 1 1 0 0.00% 0 0 0 0 3:00 4 1.98% 4 9 3 12 6 1.32% 6 7 18 25 0 0.00% 0 0 2 2 0 0.00% 0 0 0 0 4:00 15 7.43% 16 34 9 43 5 1.30% 5 6 55 61 0 0.00% 0 0 7 7 0 0.00% 0 0 0 0 5:00 35 17.33% 37 79 181 97 21 4.61% 19 24 109 133 0 0.00% 0 0 13 13 0 0.00% 0 0 0 0 6:00 168 83.17% 1751 378 57 435 78 17.11% 721 91 3451 436 11 100.00% 01 0 431 431 1 100.00%1 0 01 0 0 7:00 429 212.38% 448 125 626 138 30.26% 127 609 801 1 100.00% 0 0 40 40 1 100.00% 0 0 0 0 8:110 225 111.39% 235 507 93 600 146 32.02% 134 170 564 734 1 100.00% 0 0 69 69 1 100.00% 0 0 0 0 9:00 156 77.23% 163 351 65 416 110 24.12% 101 128 391 519 0 0.00% 0 0 48 48 0 0.00% 0 0 0 0 30:00 117 57.92% 122 264 72 336 105 23.03% 96 122 436 558 0 0.00% 0 0 54 54 0 0.00% 0 0 0 0 11:00 143 70.79% 149 322 78 400 117 25.66% 107 136 473 609 0 0.00% 0 0 58 58 0 0.00% 0 0 0 0 12:00 71 35.15% 74 160 275 435 81 17.76% 74 94 97 191 0 0.00% 0 0 101 101 0 0.00% 0 0 0 0 13:00 119 58.91% 124 268 300 568 96 21.05% 88 112 106 218 0 0.00% 0 0 110 110 0 0.00% 0 0 0 0 14:00 126 62.38% 132 284 330 614 144 31.58% 132 167 117 284 0 0.00% 0 0 121 121 0 0.00% 0 0 0 0 15:00 151 74.75% 158 340 360 700 233 51.10% 214 271 127 398 0 0.00% 0 0 132 132 0 0.00% 0 0 0 0 16:00 211 104.46% 220 475 445 920 384 84.21% 352 446 157 603 1 300.00% 0 0 163 163 1 100.00% 0 0 0 0 17:00 202 100.00% 211 455 450 905 456 100.00% 418 530 1591 689 1 100.00% 0 0 165 165 1 100.00% 0 0 0 0 18:00 142 70.30% 148 320 360 680 213 46.71% 195 248 1271 375 1 100.00% 0 0 132 132 1 100.00% 0 0 0 0 19:00 89 44.06% 93 200 260 460 131 28.73% 121 112 921 244 0 0.00% 0 0 95 95 0 0.00% 0 0 0 0 20:00 63 31.19% 66 142 235 377 79 17.32% 72 92 83 175 0 0.00% 0 0 86 86 0 0.00% 0 0 0 0 21:00 35 17.33% 37 79 170 249 45 9.87% 41 52 60 112 0 0.00% 0 0 62 62 0 0.00% 0 0 0 0 22:00 11 5.45% 11 25 80 105 18 3.95% 17 21 28 49 0 0.00% 0 0 29 29 0 0.00% 0 0 0 0 23:00 4 1.98% 4 9 50 59 7 1.54% 6 8 18 26 0 0.00% 0 0 18 18 0 0.00% 0 0 0 0 Total 2,528 2,639 5,229 9075 2,624 2407 3082 7307 6 0 0 1557 6 0 0 0 Obtained from October 6,2021 Tube Counts Collected by Kittelson 'Obtained from October 6 2020 Tube Counts Collected by ACHD 3Typical estimated distribution assumed Number Overided Due to changes in travel patterns with new SH-16 interchange - 4 Typical estimated distribution assumed Northbound Southbound Eastbound Westbound Existing Count PM Peak 211 Existing Count PM Peak 418 Existing Count PM Peak 0 Existing Count PM Peak 0 BG Estimate PM Peak 455 BG Estimate PM Peak 530 BG Estimate PM Peak 0 BG Estimate PM Peak 0 BG PM BK Peak Growth Factor 2.16 BG PM BK Peak Growth Factor 1.27 BG PM BK Peak Growth Factor HDIV/01 BG PM BK Peak Growth Factor HDIV/01 Two-Lane • Report Project Information Analyst J F R Date 3/24/2022 Agency Kittelson &Associates Analysis Year 2030 Total Jurisdiction ACHD Time Period Analyzed PM Peak Hour Project Description Franklin Road - Black Cat Unit United States Customary Road to McDermott Road Segment 1 Vehicle Inputs Segment Type Passing Constrained Length,ft 5280 Lane Width,ft 12 Shoulder Width,ft 4 Speed Limit, mi/h 50 Access Point Density, pts/mi 4.0 Demand and Capacity Directional Demand Flow Rate,veh/h 1921 Opposing Demand Flow Rate,veh/h - Peak Hour Factor 0.90 Total Trucks,% 1.00 Segment Capacity,veh/h 1700 Demand/Capacity(D/C) 1.13 Intermediate Results Segment Vertical Class 1 Free-Flow Speed, mi/h 75.0 Speed Slope Coefficient 0.00000 Speed Power Coefficient 0.00000 PF Slope Coefficient 0.00000 PF Power Coefficient 0.00000 In Passing Lane Effective Length? No Total Segment Density,veh/mi/In 0.0 %Improved% Followers 0.0 % Improved Avg Speed 0.0 Subsegment Data # Segment Type Length,ft Radius,ft Superelevation,% Average Speed, mi/h 1 Tangent 5280 - - 75.0 Vehicle Results Average Speed, mi/h 75.0 Percent Followers,% 0.0 Segment Travel Time, minutes 0.00 Followers Density,followers/mi/In 0.0 Vehicle LOS F Bicycle Results Percent Occupied Parking 0 Pavement Condition Rating 4 Flow Rate Outside Lane,veh/h 1921 Bicycle Effective Width,ft 20 Bicycle LOS Score 4.16 Bicycle Effective Speed Factor 4.62 Bicycle LOS D Copyright©2022 University of Florida.All Rights Reserved. HCSM Two-Lane Version 7.8 Generated:03/24/2022 18:49:11 Franklin Rd 2030 Total Two-Lane Hwy Eval.xuf Two-Lane • Report Project Information Analyst J F R Date 3/24/2022 Agency Kittelson &Associates Analysis Year 2030 Total Jurisdiction ACHD Time Period Analyzed PM Peak Hour Project Description Black Cat Road - Franklin Unit United States Customary to Site - Base Access Option Segment 1 Vehicle Inputs Segment Type Passing Constrained Length,ft 5280 Lane Width,ft 12 Shoulder Width,ft 4 Speed Limit, mi/h 50 Access Point Density, pts/mi 4.0 Demand and Capacity Directional Demand Flow Rate,veh/h 1167 Opposing Demand Flow Rate,veh/h - Peak Hour Factor 0.90 Total Trucks,% 1.00 Segment Capacity,veh/h 1700 Demand/Capacity(D/C) 0.69 Intermediate Results Segment Vertical Class 1 Free-Flow Speed, mi/h 54.6 Speed Slope Coefficient 3.51769 Speed Power Coefficient 0.41674 PF Slope Coefficient -1.33946 PF Power Coefficient 0.74598 In Passing Lane Effective Length? No Total Segment Density,veh/mi/In 17.8 %Improved% Followers 0.0 %Improved Avg Speed 0.0 Subsegment Data # Segment Type Length,ft Radius,ft Superelevation,% Average Speed, mi/h 1 Tangent 5280 - - 51.0 Vehicle Results Average Speed, mi/h 51.0 Percent Followers,% 77.7 Segment Travel Time, minutes 1.18 Followers Density,followers/mi/In 17.8 Vehicle LOS E Bicycle Results Percent Occupied Parking 0 Pavement Condition Rating 4 Flow Rate Outside Lane,veh/h 1167 Bicycle Effective Width,ft 20 Bicycle LOS Score 3.91 Bicycle Effective Speed Factor 4.62 Bicycle LOS D Copyright©2022 University of Florida.All Rights Reserved. HCSM Two-Lane Version 7.8 Generated:03/24/2022 18:51:15 Black Cat TwoLane 2030 Total Eval.xuf Appendix K Improvement Threshold Analysis Calculations Mitigation Threshold Calculations-Base Access Option -E-W Collector SF 2214000 Volumes(Pk Dir for Sag or TEV for lot) Site Trips-AM/PM 886 Percent of Total Refined Tested at Percent Percent Off-Site Growth of Refined Year Additions Growth of Approxima Locations Traffic at Approx Year Assuming I Trips Site Trip ACHD Traffic at to Year to not ACHD based on first year that Can Generation Threshold ACHD Reach Determine Threshold Testing and of Actual be Added Site Threshold Existind Exist Site Existing (V/C or 2030 BK 2030 Total Threshold Calculated d by Site Tested or 2021 Base Dev Dec Above Traffic% (AMB.PM are 2030 Background Peak Deficiency? Crit Mvml Volume BK Vol Traffic Total V/C Seg Vol V/C V/C Base Year Study Year Calculated Threshold Traffic Estimated Year starts 2022 Existing AM Site Traffic%PM SF Amount Same) Franklin Road(Black Cat to McDermott)-ACHD Threshold PM Yes Franklin/McDermott-Existing Config PM No SBLTR 1350 2597 0.51 0.9 2.75 2021 2030 17% 2022.6 80% 58% 2026.3 2027.3 788 Franklin/McDermott-With TWLTL Interim 1350 2597 2021 2030 97% 94% 2029.4 2030.4 1085 2030 Total Franklin Road(Black Cat to McDermott)-ACHD Threshold PM Yes 25.3% 14.2% Franklin Road(Bldck Cal to McDermott)-Two-Lane Hwy Threshold PM No WBTH 717 1484 245 1729 1.13 2021 2030 2021.0 88% 79% 2028.2 2029.2 805 1,760,086 704 Black Cat Rd(Access Ato Franklin) PM No NB 211 455 595 1050 575 2021 2030 43% 2024.9 43% 2024.9 2025.9 364 76.1% 56.7% 960,544 384 Black Cat Rd(Access A to Franklin) AM No NB 359 501 144 645 575 2021 2030 76% 2027.8 76% 2027.8 2028.8 216 Franklin Rd/McDermott Rd-Unsignalized-No TWLTL PM No SBLTR 1350 2597 311 2908 0.51 1 2.75 5.56 2021 2030 10% 2021.9 71% 46% 2025.1 2026.1 715 17.2% 10.7% 1,015,598 406 Franklkin Rd/McDermott Rd-Wdh TWLTL PM No SBLTR 1350 2597 311 2908 0.51 1 1.5 2021 2030 49% 2025.5 86% 74% 2027.6 2028.6 1151 1,635,461 654 Franklin Rd/Black Cat Rd PM No NBLT 2191 3352 754 4106 0.13 0.9 1.14 2021 2030 76% 2027.9 85% 68% 2027.1 2028.1 1299 25.6% 18.4% 1,501,936 601 Black Cat Rd/Access A(E-W Collector)ALT 1 PM No EB 0.001 1 5.08 2021 2030 20% 2022.8 33% 2024.0 2025.0 293 61.3% 47.4% 730,620 292 Black Cat Rd/Access A(E-W Collector)ALT 1-With TWLTL NB/SB 2021 2030 44% 2025.0 2026.0 974,160 390 East-West Collector A to BC to C2 5lanes ALT1-Daily 0 3000 4700 2021 2030 64% 2026.7 64% 2026.7 2027.7 0 100.0% 100.0% 1,413,191 566 East-West Collector A to BC to C2 to 5 lanes ALT1-Peak AM 717 425 717 2021 2030 59% 2026.3 59% 2026.3 2027.3 0 100.0% 100.0% 1,312,343 525 Black Cat Rd/Access A(E-W Collector)ALT 2-No Tom Lanes PM No EB 0.001 1 3.79 2021 2030 26% 2023.4 42% 2025.0 2026.0 285 50.1% 41.4% 929,880 372 NB/SB Black Cat Rd/Access A(E-W Collector)ALT 2-W TWLTL PM No EB 0.001 1 3.79 2021 2030 26% 2023.4 61% 2025.0 2026.0 0 1,350,540 540 NB/SB Black Cat Rd/Access B(E-W Collector)ALT 2 PM No EB 0.001 1 1.93 2021 2030 52% 2025.7 65% 2026.0 2027.0 136 52.8% 44.0% 1,439,100 576 NB/SB E-W Collector(BC-C2)ALT 2 to 5 Lanes AM 548 425 548 2021 2030 78% 2028.0 78% 2028.0 2029.0 0 100.0% 100.0% 1,717,062 687 E-W Collector(Cl-C2)ALT 2 to 3 Lanes AM 435 425 435 2021 2030 98% 2029.8 98% 2029.8 2030.8 0 100.0% 100.0% 2,163,103 866 HCM 6th TWSC 2030 Background PM Peak Hour - Sensitivity 35: McDermott Road & Franklin Road/58% Percent of Grwth Over EX 03/17/2022 Intersection Int Delay,s/veh 9.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 15 768 6 5 1170 12 15 0 6 14 1 64 Future Vol,veh/h 15 768 6 5 1170 12 15 0 6 14 1 64 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 1 1 1 1 1 1 0 0 0 0 0 0 Mvmt Flow 17 853 7 6 1300 13 17 0 7 16 1 71 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 1313 0 0 860 0 0 2246 2216 857 2213 2213 1307 Stage 1 - - - - - - 891 891 - 1319 1319 - Stage 2 - - - - 1355 1325 - 894 894 - Critical Hdwy 4.11 - 4.11 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.209 - 2.209 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 530 - 786 - 30 44 360 32 45 197 Stage 1 - - - - 340 363 - 195 229 - Stage 2 - - - - 186 227 - 338 362 - Platoon blocked,% - - Mov Cap-1 Maneuver 530 - 786 - 18 40 360 29 41 197 Mov Cap-2 Maneuver - - - 18 40 - 29 41 - Stage 1 - - 319 340 - 183 223 Stage 2 - - 115 221 - 311 340 Approach EB WB NB SIB HCM Control Delay,s 0.2 0 $380.4 152.5 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 25 530 - 786 - 95 HCM Lane V/C Ratio 0.933 0.031 0.007 - 0.924 HCM Control Delay(s) $380.4 12 0 - 9.6 0 152.5 HCM Lane LOS F B A - A A F HCM 95th%tile Q(veh) 2.9 0.1 - - 0 - 5.3 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 1 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 Background PM Peak Hour-Sensitivity Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Background PM Peak Hour-Threshold Sensitivity 35: McDermott Road & Franklin Road/Franklin Road - 97% of 2030 BK Vol 03/23/2022 Intersection Int Delay,s/veh 8.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '+ Vii Traffic Vol,veh/h 18 931 8 6 1419 15 18 0 8 17 1 78 Future Vol,veh/h 18 931 8 6 1419 15 18 0 8 17 1 78 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 100 - 100 - - - - Veh in Median Storage,# - 0 - - 0 Grade, % - 0 - - 0 - - 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 1 1 1 1 1 1 0 0 0 0 0 0 Mvmt Flow 20 1034 9 7 1577 17 20 0 9 19 1 87 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1594 0 0 1043 0 0 2723 2687 1039 2683 2683 1586 Stage 1 - - - - - - 1079 1079 - 1600 1600 - Stage 2 - - - - 1644 1608 - 1083 1083 - Critical Hdwy 4.11 - 4.11 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.209 - 2.209 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 414 - 671 - —14 22 283 — 15 22 135 Stage 1 - - - - 267 297 - 135 167 - Stage 2 - - - - 127 166 - 265 296 - Platoon blocked,% - - Mov Cap-1 Maneuver 414 - 671 - —5 21 283 — 14 21 135 Mov Cap-2 Maneuver - - - - 21 96 - 82 103 - Stage 1 - - 254 283 - 129 165 Stage 2 - - 45 164 - 244 282 Approach EB WB NB SIB HCM Control Delay,s 0.3 0 $364.2 120 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 29 414 - 671 - 121 HCM Lane V/C Ratio 0.996 0.048 - 0.01 - 0.882 HCM Control Delay(s) $364.2 14.1 - 10.4 - 120 HCM Lane LOS F B - B - F HCM 95th%tile Q(veh) 3.3 0.2 - 0 - 5.5 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Background PM Peak Hour-Threshold Sensitivity Synchro 11 Report Kittelson&Associates, Inc. Page 1 Two-Lane • Report Project Information Analyst J F R Date 3/24/2022 Agency Kittelson &Associates Analysis Year Approx 2028 Jurisdiction ACHD Time Period Analyzed PM Peak Hour Project Description Franklin Road - Black Cat Unit United States Customary Road to McDermott Road -Threshold Segment 1 Vehicle Inputs Segment Type Passing Constrained Length,ft 5280 Measured FFS Measured Free-Flow Speed, mi/h 60.0 Demand and Capacity Directional Demand Flow Rate,veh/h 1691 Opposing Demand Flow Rate,veh/h - Peak Hour Factor 0.90 Total Trucks,% 1.00 Segment Capacity,veh/h 1700 Demand/Capacity(D/C) 0.99 Intermediate Results Segment Vertical Class 1 Free-Flow Speed, mi/h 60.0 Speed Slope Coefficient 4.62517 Speed Power Coefficient 0.41674 PF Slope Coefficient -1.29751 PF Power Coefficient 0.76058 In Passing Lane Effective Length? No Total Segment Density,veh/mi/In 26.6 %Improved% Followers 0.0 %Improved Avg Speed 0.0 Subsegment Data # Segment Type Length,ft Radius,ft Superelevation,% Average Speed, mi/h 1 Tangent 5280 - - 54.4 Vehicle Results Average Speed, mi/h 54.4 Percent Followers,% 85.6 Segment Travel Time, minutes 1.10 Followers Density,followers/mi/In 26.6 Vehicle LOS E Bicycle Results Percent Occupied Parking 0 Pavement Condition Rating 4 Flow Rate Outside Lane,veh/h 1691 Bicycle Effective Width,ft 20 Bicycle LOS Score 4.10 Bicycle Effective Speed Factor 4.62 Bicycle LOS D Copyright©2022 University of Florida.All Rights Reserved. HCS7N Two-Lane Version 7.8 Generated:03/24/2022 18:49:37 Franklin Rd TwoLane 2030 Total Eval-Capacity Threshold.xuf HCM 6th TWSC 2030 Total PM Peak Hour - Threshold Sensitivity 35: McDermott Road & Franklin Road - 71% of 2030 Vol/Franklin Road 03/17/2022 Intersection Int Delay,s/veh 9.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 13 724 6 4 1198 26 13 0 6 17 1 57 Future Vol,veh/h 13 724 6 4 1198 26 13 0 6 17 1 57 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 1 1 1 1 1 1 0 0 0 0 0 0 Mvmt Flow 14 804 7 4 1331 29 14 0 7 19 1 63 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1360 0 0 811 0 0 2222 2204 808 2193 2193 1346 Stage 1 - - - - - - 836 836 - 1354 1354 - Stage 2 - - - - 1386 1368 - 839 839 - Critical Hdwy 4.11 - 4.11 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.209 - 2.209 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 509 - 820 - 31 45 384 33 46 187 Stage 1 - - - - 364 385 - 187 220 - Stage 2 - - - - 179 217 - 363 384 - Platoon blocked,% - - Mov Cap-1 Maneuver 509 - 820 - 19 42 384 31 43 187 Mov Cap-2 Maneuver - - - 19 42 - 31 43 - Stage 1 - - 346 366 - 178 216 Stage 2 - - 115 213 - 339 365 Approach EB WB NB SIB HCM Control Delay,s 0.2 0 $311.3 175.2 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 27 509 - 820 - 86 HCM Lane V/C Ratio 0.782 0.028 0.005 - 0.969 HCM Control Delay(s) $311.3 12.3 0 - 9.4 0 175.2 HCM Lane LOS F B A - A A F HCM 95th%tile Q(veh) 2.5 0.1 - - 0 - 5.4 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Threshold Sensitivity Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour - Threshold Sensitivity 35: McDermott Road & Franklin Road - TWLTL/86 Per Total-74 Per Grwth 03/17/2022 Intersection Int Delay,s/veh 7.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T+ Traffic Vol,veh/h 19 877 7 5 1451 31 16 0 7 21 1 69 Future Vol,veh/h 19 877 7 5 1451 31 16 0 7 21 1 69 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 100 - 100 - - - - Veh in Median Storage,# - 0 - - 0 Grade, % - 0 - - 0 - - 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 1 1 1 1 1 1 0 0 0 0 0 0 Mvmt Flow 21 974 8 6 1612 34 18 0 8 23 1 77 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1646 0 0 982 0 0 2700 2678 978 2665 2665 1629 Stage 1 - - - - - - 1020 1020 - 1641 1641 - Stage 2 - - - - 1680 1658 - 1024 1024 - Critical Hdwy 4.11 - 4.11 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.209 - 2.209 - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 395 - 707 - -14 22 307 - 15 23 127 Stage 1 - - - - 288 317 - 128 160 - Stage 2 - - - - 121 156 - 286 315 - Platoon blocked,% - - Mov Cap-1 Maneuver 395 - 707 - -5 21 307 - 14 22 127 Mov Cap-2 Maneuver - - - - 22 93 - 81 103 - Stage 1 - - 273 300 - 121 159 Stage 2 - - 47 155 - 264 298 Approach EB WB NB SIB HCM Control Delay,s 0.3 0 292.9 131.6 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 31 395 - 707 - 112 HCM Lane V/C Ratio 0.824 0.053 - 0.008 - 0.903 HCM Control Delay(s) 292.9 14.6 - 10.1 - 131.6 HCM Lane LOS F B - B - F HCM 95th%tile Q(veh) 2.8 0.2 - 0 - 5.5 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Threshold Sensitivity Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM Signalized Intersection Capacity AnalysiQ030 Total PM Peak Hour - Threshold Sensitivity 3: Black Cat Road & Franklin Road/85 Percent of Total 1I03/21/2022 -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(vph) 102 643 146 192 886 160 360 259 273 102 247 120 Future Volume(vph) 102 643 146 192 886 160 360 259 273 102 247 120 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 0.95 1.00 1.00 *0.90 1.00 1.00 *0.70 1.00 1.00 *0.70 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1693 3386 1515 1693 3208 1515 1693 2495 1515 1660 2447 1485 Flt Permitted 0.10 1.00 1.00 0.20 1.00 1.00 0.36 1.00 1.00 0.52 1.00 1.00 Satd. Flow(perm) 170 3386 1515 365 3208 1515 646 2495 1515 914 2447 1485 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow(vph) 112 707 160 211 974 176 396 285 300 112 271 132 RTOR Reduction(vph) 0 0 107 0 0 95 0 0 201 0 0 99 Lane Group Flow(vph) 112 707 53 211 974 81 396 285 99 112 271 33 Heavy Vehicles(%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 3% 3% 3% Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Actuated Green,G(s) 54.4 42.7 42.7 61.0 46.0 46.0 58.3 42.8 42.8 43.2 32.2 32.2 Effective Green,g(s) 54.4 42.7 42.7 61.0 46.0 46.0 58.3 42.8 42.8 43.2 32.2 32.2 Actuated g/C Ratio 0.42 0.33 0.33 0.47 0.36 0.36 0.45 0.33 0.33 0.33 0.25 0.25 Clearance Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 209 1116 499 325 1139 538 465 824 500 368 608 369 v/s Ratio Prot 0.05 0.21 c0.08 c0.30 c0.14 0.11 0.03 0.11 v/s Ratio Perm 0.18 0.03 0.23 0.05 c0.24 0.07 0.08 0.02 v/c Ratio 0.54 0.63 0.11 0.65 0.86 0.15 0.85 0.35 0.20 0.30 0.45 0.09 Uniform Delay,d1 27.3 36.8 30.1 23.3 38.7 28.4 26.5 32.8 31.1 30.8 41.1 37.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 2.6 1.2 0.1 4.4 6.5 0.1 14.0 1.2 0.9 0.5 2.4 0.5 Delay(s) 29.9 38.0 30.2 27.7 45.1 28.6 40.5 33.9 31.9 31.3 43.5 37.9 Level of Service C D C C D C D C C C D D Approach Delay(s) 35.8 40.3 36.0 39.4 Approach LOS D D D D Intersection Summary HCM 2000 Control Delay 37.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.87 Actuated Cycle Length(s) 129.5 Sum of lost time(s) 18.0 Intersection Capacity Utilization 75.1% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Threshold Sensitivity Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 Total PM Peak Hour - Threshold Sensitivity 3: Black Cat Road & Franklin Road/85 Percent of Total 1I03/21/2022 -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(veh/h) 102 643 146 192 886 160 360 259 273 102 247 120 Future Volume(veh/h) 102 643 146 192 886 160 360 259 273 102 247 120 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1786 1786 1786 1786 1786 1786 1786 1786 1786 1758 1758 1758 Adj Flow Rate,veh/h 112 707 160 211 974 176 396 285 300 112 271 132 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 1 1 1 1 1 1 1 1 1 3 3 3 Cap,veh/h 197 1055 471 314 1127 531 531 938 568 386 648 392 Arrive On Green 0.06 0.31 0.31 0.10 0.35 0.35 0.18 0.37 0.37 0.07 0.26 0.26 Sat Flow,vehlh 1701 3393 1514 1701 3215 1514 1701 2500 1514 1674 2461 1490 Grp Volume(v),veh/h 112 707 160 211 974 176 396 285 300 112 271 132 Grp Sat Flow(s),vehlh/In 1701 1697 1514 1701 1607 1514 1701 1250 1514 1674 1231 1490 Q Serve(g_s),s 5.4 22.0 9.9 9.8 34.3 10.4 20.0 9.8 18.8 5.8 11.1 8.7 Cycle Q Clear(g_c),s 5.4 22.0 9.9 9.8 34.3 10.4 20.0 9.8 18.8 5.8 11.1 8.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 197 1055 471 314 1127 531 531 938 568 386 648 392 V/C Ratio(X) 0.57 0.67 0.34 0.67 0.86 0.33 0.75 0.30 0.53 0.29 0.42 0.34 Avail Cap(c_a),veh/h 394 1438 641 444 1363 641 531 938 568 710 648 392 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 30.3 36.4 32.2 26.2 36.8 29.0 24.5 26.8 29.6 29.3 37.0 36.2 Incr Delay(d2),s/veh 2.6 0.7 0.4 2.5 5.2 0.4 5.7 0.8 3.5 0.4 2.0 2.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.3 9.0 3.6 4.1 13.8 3.8 8.8 3.0 7.2 2.4 3.5 3.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 32.9 37.2 32.7 28.7 41.9 29.4 30.3 27.6 33.1 29.8 39.0 38.5 LnGrp LOS C D C C D C C C C C D D Approach Vol,veh/h 979 1361 981 515 Approach Delay,s/veh 35.9 38.3 30.4 36.9 Approach LOS D D C D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 12.4 50.1 16.7 42.3 26.0 36.5 11.9 47.1 Change Period (Y+Rc),s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting(Gmax),s 31.5 32.0 21.5 51.5 21.5 32.0 21.5 51.5 Max Q Clear Time(g_c+l1),s 7.8 20.8 11.8 24.0 22.0 13.1 7.4 36.3 Green Ext Time(p-c),s 0.3 2.3 0.4 5.5 0.0 2.1 0.2 6.3 Intersection Summary HCM 6th Ctrl Delay 35.5 HCM 6th LOS D Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Threshold Sensitivity Synchro 11 Report Kittelson&Associates, Inc. Page 2 HCM 6th TWSC 2030 Total PM Peak Hour - Threshold Sensitivity 6: Black Cat Road 4 years Growth/Black Cat Road-4yr Growth & EW Collector - 33% D§i17/2022 Intersection Int Delay,s/veh 18.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 196 0 35 0 0 1 9 253 0 1 502 52 Future Vol,veh/h 196 0 35 0 0 1 9 253 0 1 502 52 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 1 12 1 1 1 12 1 1 1 1 12 Mvmt Flow 218 0 39 0 0 1 10 281 0 1 558 58 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 891 890 587 910 919 281 616 0 0 281 0 0 Stage 1 589 589 - 301 301 - - - - - - - Stage 2 302 301 - 609 618 - - - - - Critical Hdwy 7.22 6.51 6.32 7.11 6.51 6.21 4.22 - 4.11 - Critical Hdwy Stg 1 6.22 5.51 - 6.11 5.51 - - - - - Critical Hdwy Stg 2 6.22 5.51 - 6.11 5.51 - - - - - Follow-up Hdwy 3.608 4.009 3.408 3.509 4.009 3.309 2.308 2.209 - Pot Cap-1 Maneuver 253 283 491 256 272 760 917 1287 - Stage 1 477 497 - 710 667 - - - - - Stage 2 686 667 - 484 482 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 250 279 491 233 268 760 917 - 1287 - Mov Cap-2 Maneuver 250 279 - 233 268 - - - - - Stage 1 471 497 - 701 658 - - - Stage 2 676 658 - 445 482 - - - Approach EB WB NB SIB HCM Control Delay,s 83.6 9.7 0.3 0 HCM LOS F A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 917 - 270 760 1287 - HCM Lane V/C Ratio 0.011 - 0.951 0.001 0.001 - HCM Control Delay(s) 9 0 83.6 9.7 7.8 0 - HCM Lane LOS A A F A A A - HCM 95th%tile Q(veh) 0 - 9 0 0 - - Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Threshold Sensitivity Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour - Threshold Sensitivity 6: TWLTL/Black Cat Road-4yr Grwth & EW Collector - 44 Per Dev 03/17/2022 Intersection Int Delay,s/veh 18 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 264 0 47 0 0 1 12 374 0 1 435 71 Future Vol,veh/h 264 0 47 0 0 1 12 374 0 1 435 71 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 1 - 1 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 1 12 1 1 1 12 1 1 1 1 12 Mvmt Flow 293 0 52 0 0 1 13 416 0 1 483 79 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 968 967 523 993 1006 416 562 0 0 416 0 0 Stage 1 525 525 - 442 442 - - - - - - - Stage 2 443 442 - 551 564 - - - - - Critical Hdwy 7.22 6.51 6.32 7.11 6.51 6.21 4.22 - 4.11 - Critical Hdwy Stg 1 6.22 5.51 - 6.11 5.51 - - - - - Critical Hdwy Stg 2 6.22 5.51 - 6.11 5.51 - - - - - Follow-up Hdwy 3.608 4.009 3.408 3.509 4.009 3.309 2.308 2.209 - Pot Cap-1 Maneuver —224 255 535 225 242 639 961 - 1148 - Stage 1 518 531 - 596 578 - - - - - Stage 2 575 578 - 520 510 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver —220 250 535 200 237 639 961 - 1148 - Mov Cap-2 Maneuver 344 364 - 323 349 - - - - - Stage 1 509 530 - 585 568 - - - Stage 2 564 568 - 469 509 - - - Approach EB WB NB SIB HCM Control Delay,s 69.5 10.6 0.3 0 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 961 - 364 639 1148 - HCM Lane V/C Ratio 0.014 - 0.949 0.002 0.001 - HCM Control Delay(s) 8.8 0 69.5 10.6 8.1 0 - HCM Lane LOS A A F B A A - HCM 95th%tile Q(veh) 0 - 10.3 0 0 - Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Threshold Sensitivity Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour -Access ALT 2 Sensitivity 6: Black Cat Road 4 Yr 22per/Black Cat Road & EW Collector 42 per 03/17/2022 Intersection Int Delay,s/veh 18 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 187 0 37 0 0 1 10 360 0 1 427 50 Future Vol,veh/h 187 0 37 0 0 1 10 360 0 1 427 50 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 1 12 1 1 1 12 1 1 1 1 12 Mvmt Flow 208 0 41 0 0 1 11 400 0 1 474 56 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 927 926 502 947 954 400 530 0 0 400 0 0 Stage 1 504 504 - 422 422 - - - - - - - Stage 2 423 422 - 525 532 - - - - - Critical Hdwy 7.22 6.51 6.32 7.11 6.51 6.21 4.22 - 4.11 - Critical Hdwy Stg 1 6.22 5.51 - 6.11 5.51 - - - - - Critical Hdwy Stg 2 6.22 5.51 - 6.11 5.51 - - - - - Follow-up Hdwy 3.608 4.009 3.408 3.509 4.009 3.309 2.308 2.209 - Pot Cap-1 Maneuver 239 270 550 242 260 652 988 - 1164 - Stage 1 532 543 - 611 590 - - - - - Stage 2 589 590 - 538 527 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 236 266 550 221 256 652 988 - 1164 - Mov Cap-2 Maneuver 236 266 - 221 256 - - - - - Stage 1 525 542 - 602 582 - - - - Stage 2 580 582 - 497 526 - - - Approach EB WB NB SIB HCM Control Delay,s 86 10.5 0.2 0 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 988 - 261 652 1164 - HCM Lane V/C Ratio 0.011 - 0.954 0.002 0.001 - HCM Control Delay(s) 8.7 0 86 10.5 8.1 0 - HCM Lane LOS A A F B A A - HCM 95th%tile Q(veh) 0 - 8.9 0 0 - - Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Access ALT 2 Sensitivity Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour -Access ALT 2 Sensitivity 6: Black Cat Road /5-6 Yr 77 Per of Tot & EW Collector 61 per 03/18/2022 Intersection Int Delay,s/veh 20 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 273 0 54 0 0 1 15 351 0 1 417 73 Future Vol,veh/h 273 0 54 0 0 1 15 351 0 1 417 73 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 1 - 1 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 1 12 1 1 1 12 1 1 1 1 12 Mvmt Flow 303 0 60 0 0 1 17 390 0 1 463 81 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 931 930 504 960 970 390 544 0 0 390 0 0 Stage 1 506 506 - 424 424 - - - - - - - Stage 2 425 424 - 536 546 - - - - - Critical Hdwy 7.22 6.51 6.32 7.11 6.51 6.21 4.22 - 4.11 - Critical Hdwy Stg 1 6.22 5.51 - 6.11 5.51 - - - - - Critical Hdwy Stg 2 6.22 5.51 - 6.11 5.51 - - - - - Follow-up Hdwy 3.608 4.009 3.408 3.509 4.009 3.309 2.308 2.209 - Pot Cap-1 Maneuver —237 268 548 237 254 661 976 - 1174 - Stage 1 531 541 - 610 589 - - - - - Stage 2 588 589 - 530 520 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver —232 262 548 207 248 661 976 - 1174 - Mov Cap-2 Maneuver 354 374 - 327 357 - - - - - Stage 1 519 540 - 597 576 - - - Stage 2 574 576 - 471 519 - - - Approach EB WB NB SIB HCM Control Delay,s 72 10.5 0.4 0 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 976 - 376 661 1174 - HCM Lane V/C Ratio 0.017 - 0.966 0.002 0.001 - HCM Control Delay(s) 8.8 0 72 10.5 8.1 0 - HCM Lane LOS A A F B A A - HCM 95th%tile Q(veh) 0.1 - 10.9 0 0 - Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Access ALT 2 Sensitivity Synchro 11 Report Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 Total PM Peak Hour -Access ALT 2 Sensitivity 48: Black Cat Road/6 yr 86 per of tot & Access B 65 Per 03/24/2022 Intersection Int Delay,s/veh 8.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y *' Traffic Vol,veh/h 97 10 3 778 560 26 Future Vol,veh/h 97 10 3 778 560 26 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 2 2 12 Mvmt Flow 108 11 3 864 622 29 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1507 637 651 0 - 0 Stage 1 637 - - - - - Stage 2 870 - - - Critical Hdwy 6.52 6.32 4.22 - Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 2.308 - Pot Cap-1 Maneuver 126 460 889 - Stage 1 508 - - - Stage 2 394 - - - Platoon blocked,% - Mov Cap-1 Maneuver 125 460 889 - Mov Cap-2 Maneuver 125 - - - Stage 1 505 - - Stage 2 394 - - Approach EB NB SB HCM Control Delay,s 113.1 0 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 889 - 134 - HCM Lane V/C Ratio 0.004 - 0.887 - HCM Control Delay(s) 9.1 0 113.1 - HCM Lane LOS A A F - HCM 95th%tile Q(veh) 0 - 5.8 - Scenario 1 Black Cat Industrial Development 11/19/2021 2030 Total PM Peak Hour-Access ALT 2 Sensitivity Synchro 11 Report Kittelson&Associates, Inc. Page 1 Appendix L 2030 Mitigation Option 1 Traffic Operations Worksheets HCM Signalized Intersection Capacity Analysis 2030 AM Mit Opt 1 - Access Alt 1 3: Black Cat Road & Franklin Road Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(vph) 67 609 35 203 522 84 113 230 228 199 246 95 Future Volume(vph) 67 609 35 203 522 84 113 230 228 199 246 95 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 1.00 *0.90 1.00 1.00 *0.70 1.00 1.00 *0.70 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 3353 1500 1676 3176 1500 1629 2400 1457 1693 2495 1515 Flt Permitted 0.38 1.00 1.00 0.17 1.00 1.00 0.53 1.00 1.00 0.43 1.00 1.00 Satd. Flow(perm) 676 3353 1500 305 3176 1500 914 2400 1457 765 2495 1515 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow(vph) 74 669 38 223 574 92 124 253 251 219 270 104 RTOR Reduction(vph) 0 0 28 0 0 61 0 0 185 0 0 73 Lane Group Flow(vph) 74 669 10 223 574 31 124 253 66 219 270 31 Heavy Vehicles(%) 2% 2% 2% 2% 2% 2% 5% 5% 5% 1% 1% 1% Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Actuated Green,G(s) 38.2 31.0 31.0 52.1 38.9 38.9 42.0 30.6 30.6 50.6 34.9 34.9 Effective Green,g(s) 38.2 31.0 31.0 52.1 38.9 38.9 42.0 30.6 30.6 50.6 34.9 34.9 Actuated g/C Ratio 0.33 0.27 0.27 0.45 0.33 0.33 0.36 0.26 0.26 0.43 0.30 0.30 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 282 889 397 313 1056 499 398 628 381 455 744 452 v/s Ratio Prot 0.02 0.20 c0.09 0.18 0.03 0.11 c0.06 0.11 v/s Ratio Perm 0.07 0.01 c0.23 0.02 0.08 0.05 c0.14 0.02 v/c Ratio 0.26 0.75 0.03 0.71 0.54 0.06 0.31 0.40 0.17 0.48 0.36 0.07 Uniform Delay,d1 27.8 39.4 31.8 23.5 31.8 26.6 26.0 35.6 33.4 21.9 32.3 29.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.5 3.6 0.0 7.5 0.6 0.1 0.4 1.9 1.0 0.8 1.4 0.3 Delay(s) 28.3 43.1 31.8 30.9 32.3 26.6 26.4 37.5 34.3 22.7 33.6 29.7 Level of Service C D C C C C C D C C C C Approach Delay(s) 41.1 31.4 34.1 28.9 Approach LOS D C C C Intersection Summary HCM 2000 Control Delay 34.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length(s) 116.9 Sum of lost time(s) 24.5 Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 1 03/05/2022 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 AM Mit Opt 1 - Access Alt 1 3: Black Cat Road & Franklin Road Black Cat Industrial (Development --I. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(veh/h) 67 609 35 203 522 84 113 230 228 199 246 95 Future Volume(veh/h) 67 609 35 203 522 84 113 230 228 199 246 95 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1772 1772 1772 1772 1772 1772 1730 1730 1730 1786 1786 1786 Adj Flow Rate,veh/h 74 669 38 223 574 92 124 253 251 219 270 104 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 5 5 5 1 1 1 Cap,veh/h 278 839 374 312 1017 479 430 696 421 445 821 497 Arrive On Green 0.05 0.25 0.25 0.12 0.32 0.32 0.07 0.29 0.29 0.11 0.33 0.33 Sat Flow,vehlh 1688 3367 1502 1688 3189 1502 1647 2422 1466 1701 2500 1514 Grp Volume(v),veh/h 74 669 38 223 574 92 124 253 251 219 270 104 Grp Sat Flow(s),vehlh/In 1688 1683 1502 1688 1595 1502 1647 1211 1466 1701 1250 1514 Q Serve(g_s),s 3.4 19.4 2.0 9.8 15.6 4.6 5.4 8.7 15.4 9.2 8.5 5.2 Cycle Q Clear(g_c),s 3.4 19.4 2.0 9.8 15.6 4.6 5.4 8.7 15.4 9.2 8.5 5.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 278 839 374 312 1017 479 430 696 421 445 821 497 V/C Ratio(X) 0.27 0.80 0.10 0.72 0.56 0.19 0.29 0.36 0.60 0.49 0.33 0.21 Avail Cap(c_a),veh/h 523 1613 719 439 1528 719 628 696 421 742 821 497 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 27.5 36.7 30.2 25.8 29.5 25.8 23.3 29.6 32.0 21.9 26.4 25.3 Incr Delay(d2),s/veh 0.5 1.8 0.1 3.2 0.5 0.2 0.4 1.5 6.1 0.8 1.1 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 2.4 12.4 1.3 7.1 9.7 2.9 3.8 4.7 9.9 6.5 4.6 3.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 28.0 38.5 30.3 29.1 30.0 26.0 23.7 31.1 38.1 22.7 27.5 26.2 LnGrp LOS C D C C C C C C D C C C Approach Vol,veh/h 781 889 628 593 Approach Delay,s/veh 37.1 29.4 32.4 25.5 Approach LOS D C C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 17.7 36.5 18.1 32.0 13.5 40.8 10.8 39.3 Change Period (Y+Rc),s 6.0 6.5 6.0 6.0 6.0 6.5 6.0 6.0 Max Green Setting(Gmax),s 30.0 30.0 20.0 50.0 20.0 30.0 20.0 50.0 Max Q Clear Time(g_c+l1),s 11.2 17.4 11.8 21.4 7.4 10.5 5.4 17.6 Green Ext Time(p-c),s 0.5 1.9 0.4 4.6 0.2 1.8 0.1 4.1 Intersection Summary HCM 6th Ctrl Delay 31.3 HCM 6th LOS C Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 1 03/05/2022 Kittelson&Associates, Inc. Page 2 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 1 6: Black Cat Road & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 70 0 25 0 0 1 108 501 0 1 191 293 Future Vol,veh/h 70 0 25 0 0 1 108 501 0 1 191 293 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 1 12 1 1 1 12 1 1 1 1 12 Mvmt Flow 78 0 28 0 0 1 120 557 0 1 212 326 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1175 1174 375 1188 1337 557 538 0 0 557 0 0 Stage 1 377 377 - 797 797 - - - - - - - Stage 2 798 797 - 391 540 - - - - - Critical Hdwy 7.22 6.51 6.32 7.11 6.51 6.21 4.22 - 4.11 - Critical Hdwy Stg 1 6.22 5.51 - 6.11 5.51 - - - - - Critical Hdwy Stg 2 6.22 5.51 - 6.11 5.51 - - - - - Follow-up Hdwy 3.608 4.009 3.408 3.509 4.009 3.309 2.308 2.209 - Pot Cap-1 Maneuver 161 193 650 166 154 532 982 - 1019 - Stage 1 625 618 - 381 400 - - - - - Stage 2 365 400 - 635 523 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 139 159 650 137 127 532 982 - 1019 - Mov Cap-2 Maneuver 139 159 - 137 127 - - - - - Stage 1 514 617 - 314 329 - - - - Stage 2 300 329 - 607 522 - - - Approach EB WB NB SIB HCM Control Delay,s 52.7 11.8 1.6 0 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 982 - 175 532 1019 - HCM Lane V/C Ratio 0.122 - 0.603 0.002 0.001 - HCM Control Delay(s) 9.2 0 52.7 11.8 8.5 0 - HCM Lane LOS A A F B A A - HCM 95th%tile Q(veh) 0.4 - 3.3 0 0 - - Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 1 03/05/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 1 59: N-S Collector & Franklin Road Black Cat Industrial Development Intersection Int Delay,s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 742 251 65 654 1 59 0 15 1 0 0 Future Vol,veh/h 0 742 251 65 654 1 59 0 15 1 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 1 - 0 Grade, % 0 - 0 - - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 12 12 5 5 12 12 12 0 0 0 Mvmt Flow 0 824 279 72 727 1 66 0 17 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 728 0 0 1103 0 0 1836 1836 964 1844 1975 728 Stage 1 - - - - - - 964 964 - 872 872 - Stage 2 - - - - 872 872 - 972 1103 - Critical Hdwy 4.12 - 4.22 - 7.22 6.62 6.32 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.1 5.5 - Follow-up Hdwy 2.218 - 2.308 - 3.608 4.108 3.408 3.5 4 3.3 Pot Cap-1 Maneuver 876 - 597 - —55 72 296 58 63 427 Stage 1 - - - - 294 321 - 348 371 - Stage 2 - - - - 332 355 - 306 290 - Platoon blocked,% - - Mov Cap-1 Maneuver 876 - 597 - —46 57 296 46 50 427 Mov Cap-2 Maneuver - - - 148 163 - 46 50 - Stage 1 - - 294 321 - 348 296 Stage 2 - - 265 283 - 289 290 Approach EB WB NB SIB HCM Control Delay,s 0 1.1 46.7 85.2 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 165 876 - 597 - 46 HCM Lane V/C Ratio 0.498 - 0.121 - 0.024 HCM Control Delay(s) 46.7 0 - 11.9 0 85.2 HCM Lane LOS E A B A F HCM 95th%tile Q(veh) 2.4 0 - 0.4 - 0.1 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 1 03/14/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 1 51: Site Access C1 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 76 0 36 321 44 0 0 9 10 0 0 Future Vol,veh/h 0 76 0 36 321 44 0 0 9 10 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 84 0 40 357 49 0 0 10 11 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 406 0 0 84 0 0 546 570 84 551 546 382 Stage 1 - - - - - - 84 84 - 462 462 - Stage 2 - - - 462 486 - 89 84 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1101 - 1452 - 433 418 948 430 431 644 Stage 1 - - - - 900 806 - 561 548 - Stage 2 - - - - 561 535 - 894 806 - Platoon blocked,% - - Mov Cap-1 Maneuver 1101 - 1452 - 421 403 948 414 415 644 Mov Cap-2 Maneuver - - - - 421 403 - 414 415 - Stage 1 - - 900 806 - 561 528 Stage 2 - - 541 516 - 885 806 Approach EB WB NB SIB HCM Control Delay,s 0 0.7 8.8 13.9 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 948 1101 - 1452 - 414 HCM Lane V/C Ratio 0.011 - - 0.028 - 0.027 HCM Control Delay(s) 8.8 0 - 7.5 0 13.9 HCM Lane LOS A A - A A B HCM 95th%tile Q(veh) 0 0 - 0.1 - 0.1 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 1 03/05/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 1 54: Site Access C2 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 57 25 48 241 32 6 0 11 8 0 0 Future Vol,veh/h 0 57 25 48 241 32 6 0 11 8 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 63 28 53 268 36 7 0 12 9 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 304 0 0 91 0 0 469 487 77 475 483 286 Stage 1 - - - - - - 77 77 - 392 392 - Stage 2 - - - 392 410 - 83 91 - Critical Hdwy 4.12 - 4.12 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1257 - 1504 - 505 481 984 500 483 753 Stage 1 - - - - 932 831 - 633 606 - Stage 2 - - - - 633 595 - 925 820 - Platoon blocked,% - - Mov Cap-1 Maneuver 1257 - 1504 - 488 460 984 478 462 753 Mov Cap-2 Maneuver - - - - 488 460 - 478 462 - Stage 1 - - 932 831 - 633 580 Stage 2 - - 606 569 - 914 820 Approach EB WB NB SIB HCM Control Delay,s 0 1.1 10.1 12.7 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 724 1257 - 1504 - 478 HCM Lane V/C Ratio 0.026 - - 0.035 - 0.019 HCM Control Delay(s) 10.1 0 - 7.5 0 12.7 HCM Lane LOS B A - A A B HCM 95th%tile Q(veh) 0.1 0 - 0.1 - 0.1 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 1 03/05/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 1 57: EW Collector & Site Access C3 Black Cat Industrial Development Intersection Int Delay,s/veh 1.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations *' Traffic Vol,veh/h 45 68 191 56 14 10 Future Vol,veh/h 45 68 191 56 14 10 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 0 0 Grade, % 0 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 50 76 212 62 16 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 274 0 - 0 419 243 Stage 1 - - - - 243 - Stage 2 - - 176 - Critical Hdwy 4.22 - 6.52 6.32 Critical Hdwy Stg 1 - - 5.52 - Critical Hdwy Stg 2 - - 5.52 - Follow-up Hdwy 2.308 - 3.608 3.408 Pot Cap-1 Maneuver 1234 - 572 772 Stage 1 - - 775 - Stage 2 - - 831 - Platoon blocked,% - Mov Cap-1 Maneuver 1234 - 548 772 Mov Cap-2 Maneuver - - 548 - Stage 1 - 742 Stage 2 - 831 Approach EB WB SB HCM Control Delay,s 3.2 0 11 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1234 - - 623 HCM Lane V/C Ratio 0.041 - - 0.043 HCM Control Delay(s) 8 0 - 11 HCM Lane LOS A A - B HCM 95th%tile Q(veh) 0.1 - - 0.1 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 1 03/17/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 1 60: Site Access C4 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 16 97 51 44 133 24 12 0 10 6 0 4 Future Vol,veh/h 16 97 51 44 133 24 12 0 10 6 0 4 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 18 108 57 49 148 27 13 0 11 7 0 4 Major/Minor Major1 Major2 Minorl M1nor2 Conflicting Flow All 175 0 0 165 0 0 435 446 137 438 461 162 Stage 1 - - - - - - 173 173 - 260 260 - Stage 2 - - - - 262 273 - 178 201 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1343 - 1355 - 514 492 886 512 483 857 Stage 1 - - - - 806 737 - 723 675 - Stage 2 - - - - 721 666 - 801 717 - Platoon blocked,% - - Mov Cap-1 Maneuver 1343 - 1355 - 490 465 886 484 457 857 Mov Cap-2 Maneuver - - - - 490 465 - 484 457 - Stage 1 - - 794 726 - 712 648 Stage 2 - - 689 639 - 779 706 Approach EB WB NB SIB HCM Control Delay,s 0.8 1.7 11.1 11.3 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 615 1343 - 1355 - 586 HCM Lane V/C Ratio 0.04 0.013 0.036 - 0.019 HCM Control Delay(s) 11.1 7.7 0 - 7.8 0 11.3 HCM Lane LOS B A A - A A B HCM 95th%tile Q(veh) 0.1 0 - - 0.1 - 0.1 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 1 03/17/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 1 63: Site Access C5 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 25 150 28 24 92 33 7 0 6 8 0 6 Future Vol,veh/h 25 150 28 24 92 33 7 0 6 8 0 6 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 28 167 31 27 102 37 8 0 7 9 0 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 139 0 0 198 0 0 417 432 183 417 429 121 Stage 1 - - - - - - 239 239 - 175 175 - Stage 2 - - - - 178 193 - 242 254 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1385 - 1317 - 529 502 834 529 504 904 Stage 1 - - - - 742 689 - 804 736 - Stage 2 - - - - 801 722 - 740 679 - Platoon blocked,% - - Mov Cap-1 Maneuver 1385 - 1317 - 507 480 834 507 482 904 Mov Cap-2 Maneuver - - - - 507 480 - 507 482 - Stage 1 - - 725 673 - 786 720 Stage 2 - - 778 706 - 717 663 Approach EB WB NB SIB HCM Control Delay,s 0.9 1.3 11 10.9 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 619 1385 - 1317 - 625 HCM Lane V/C Ratio 0.023 0.02 - 0.02 - 0.025 HCM Control Delay(s) 11 7.7 0 - 7.8 0 10.9 HCM Lane LOS B A A - A A B HCM 95th%tile Q(veh) 0.1 0.1 - - 0.1 - 0.1 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 1 03/05/2022 Kittelson&Associates, Inc. Page 1 HCM 6th AWSC 2030 AM Mit Opt 1 - Access Alt 1 30: Site Access C6/NS Collector & EW Collector Black Cat Industrial Development Intersection Intersection Delay,slveh 9 Intersection LOS A Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 20 85 5 5 198 22 Future Vol,veh/h 20 85 5 5 198 22 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 22 94 6 6 220 24 Number of Lanes 1 0 1 0 0 1 Approach WB NB SIB Opposing Approach SIB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SIB WB Conflicting Lanes Right 1 1 0 HCM Control Delay 8 7.4 9.6 HCM LOS A A A Lane NBLn1 WBLn1 SBLn1 Vol Left, % 0% 19% 90% Vol Thru,% 50% 0% 10% Vol Right,% 50% 81% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 10 105 220 LT Vol 0 20 198 Through Vol 5 0 22 RT Vol 5 85 0 Lane Flow Rate 11 117 244 Geometry Grp 1 1 1 Degree of Util (X) 0.013 0.139 0.305 Departure Headway(Hd) 4.337 4.274 4.499 Convergence,Y/N Yes Yes Yes Cap 828 843 792 Service Time 2.35 2.274 2.571 HCM Lane V/C Ratio 0.013 0.139 0.308 HCM Control Delay 7.4 8 9.6 HCM Lane LOS A A A HCM 95th-tile Q 0 0.5 1.3 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 1 03/05/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 1 67: NS Collector & Site Access C7 Black Cat Industrial Development Intersection Int Delay,s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 5 2 66 24 9 215 Future Vol,veh/h 5 2 66 24 9 215 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 6 2 73 27 10 239 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 346 87 0 0 100 0 Stage 1 87 - - - - - Stage 2 259 - - - Critical Hdwy 6.52 6.32 - 4.22 Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 - 2.308 Pot Cap-1 Maneuver 631 945 - 1432 Stage 1 912 - - - Stage 2 762 - - - Platoon blocked,% - Mov Cap-1 Maneuver 626 945 - 1432 Mov Cap-2 Maneuver 626 - - - Stage 1 912 - - Stage 2 756 - - Approach WB NB SIB HCM Control Delay,s 10.3 0 0.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 693 1432 HCM Lane V/C Ratio - 0.011 0.007 HCM Control Delay(s) - 10.3 7.5 0 HCM Lane LOS - B A A HCM 95th%tile Q(veh) - 0 0 - Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 1 03/05/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 1 69: NS Collector & Site Access C8 Black Cat Industrial Development Intersection Int Delay,s/veh 2.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 3 22 52 16 95 221 Future Vol,veh/h 3 22 52 16 95 221 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 3 24 58 18 106 246 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 525 67 0 0 76 0 Stage 1 67 - - - - - Stage 2 458 - - - Critical Hdwy 6.52 6.32 - 4.22 Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 - 2.308 Pot Cap-1 Maneuver 496 969 - 1462 Stage 1 931 - - - Stage 2 616 - - - Platoon blocked,% - Mov Cap-1 Maneuver 454 969 - 1462 Mov Cap-2 Maneuver 454 - - - Stage 1 931 - - Stage 2 564 - - Approach WB NB SB HCM Control Delay,s 9.4 0 2.3 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 853 1462 HCM Lane V/C Ratio - 0.033 0.072 HCM Control Delay(s) - 9.4 7.7 0 HCM Lane LOS - A A A HCM 95th%tile Q(veh) - 0.1 0.2 - Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 1 03/05/2022 Kittelson&Associates, Inc. Page 1 HCM Signalized Intersection Capacity Analysis 2030 PM Access Mit Opt 1 - Access Alt 1 3: Black Cat Road & Franklin Road Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(vph) 120 820 106 209 1059 188 179 305 258 120 290 141 Future Volume(vph) 120 820 106 209 1059 188 179 305 258 120 290 141 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 1.00 *0.90 1.00 1.00 *0.70 1.00 1.00 *0.70 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1693 3386 1515 1693 3208 1515 1693 2495 1515 1660 2447 1485 Flt Permitted 0.08 1.00 1.00 0.13 1.00 1.00 0.31 1.00 1.00 0.40 1.00 1.00 Satd. Flow(perm) 151 3386 1515 231 3208 1515 559 2495 1515 692 2447 1485 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 133 911 118 232 1177 209 199 339 287 133 322 157 RTOR Reduction(vph) 0 0 77 0 0 94 0 0 215 0 0 122 Lane Group Flow(vph) 133 911 41 232 1177 115 199 339 72 133 322 35 Heavy Vehicles(%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 3% 3% 3% Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Actuated Green,G(s) 59.8 47.2 47.2 68.2 51.4 51.4 50.1 33.7 33.7 42.9 30.1 30.1 Effective Green,g(s) 59.8 47.2 47.2 68.2 51.4 51.4 50.1 33.7 33.7 42.9 30.1 30.1 Actuated g/C Ratio 0.44 0.35 0.35 0.51 0.38 0.38 0.37 0.25 0.25 0.32 0.22 0.22 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.5 6.5 6.0 6.5 6.5 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 210 1183 529 298 1221 576 345 622 378 311 545 331 v/s Ratio Prot 0.06 0.27 c0.10 c0.37 c0.07 c0.14 0.04 0.13 v/s Ratio Perm 0.22 0.03 0.30 0.08 c0.14 0.05 0.10 0.02 v/c Ratio 0.63 0.77 0.08 0.78 0.96 0.20 0.58 0.55 0.19 0.43 0.59 0.11 Uniform Delay,d1 29.1 39.1 29.4 25.0 40.9 28.0 31.0 44.0 39.9 34.3 46.9 41.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 6.1 3.2 0.1 12.1 17.7 0.2 2.3 3.4 1.1 0.9 4.7 0.6 Delay(s) 35.2 42.2 29.4 37.0 58.6 28.2 33.3 47.4 41.0 35.2 51.6 42.4 Level of Service D D C D E C C D D D D D Approach Delay(s) 40.1 51.6 41.8 45.7 Approach LOS D D D D Intersection Summary HCM 2000 Control Delay 45.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.82 Actuated Cycle Length(s) 135.0 Sum of lost time(s) 24.5 Intersection Capacity Utilization 77.3% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 03/03/2022 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 PM Access Mit Opt 1 - Access Alt 1 3: Black Cat Road & Franklin Road Black Cat Industrial (Development --I. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r tt r tt r Traffic Volume(veh/h) 120 820 106 209 1059 188 179 305 258 120 290 141 Future Volume(veh/h) 120 820 106 209 1059 188 179 305 258 120 290 141 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1786 1786 1786 1786 1786 1786 1786 1786 1786 1758 1758 1758 Adj Flow Rate,veh/h 133 911 118 232 1177 209 199 339 287 133 322 157 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 1 1 1 1 1 1 1 1 1 3 3 3 Cap,veh/h 186 1199 535 299 1256 592 353 673 408 309 593 359 Arrive On Green 0.07 0.35 0.35 0.10 0.39 0.39 0.10 0.27 0.27 0.08 0.24 0.24 Sat Flow,vehlh 1701 3393 1514 1701 3215 1514 1701 2500 1514 1674 2461 1490 Grp Volume(v),veh/h 133 911 118 232 1177 209 199 339 287 133 322 157 Grp Sat Flow(s),vehlh/In 1701 1697 1514 1701 1607 1514 1701 1250 1514 1674 1231 1490 Q Serve(g_s),s 6.1 29.5 6.8 10.6 43.8 12.2 10.8 14.3 21.3 7.3 14.2 11.1 Cycle Q Clear(g_c),s 6.1 29.5 6.8 10.6 43.8 12.2 10.8 14.3 21.3 7.3 14.2 11.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 186 1199 535 299 1256 592 353 673 408 309 593 359 V/C Ratio(X) 0.71 0.76 0.22 0.78 0.94 0.35 0.56 0.50 0.70 0.43 0.54 0.44 Avail Cap(c_a),veh/h 346 1363 608 395 1291 608 448 673 408 584 593 359 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 30.2 35.6 28.2 26.8 36.4 26.8 31.2 38.4 41.0 32.0 41.3 40.1 Incr Delay(d2),s/veh 5.0 2.2 0.2 6.9 12.7 0.4 1.4 2.7 9.8 0.9 3.5 3.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 4.8 17.8 4.4 8.1 25.5 7.7 7.9 8.0 13.7 5.4 8.0 7.8 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 35.3 37.8 28.4 33.8 49.1 27.2 32.6 41.1 50.8 33.0 44.8 43.9 LnGrp LOS D D C C D C C D D C D D Approach Vol,veh/h 1162 1618 825 612 Approach Delay,s/veh 36.6 44.1 42.4 42.0 Approach LOS D D D D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 15.5 40.0 18.9 50.0 19.1 36.5 14.3 54.7 Change Period (Y+Rc),s 6.0 6.5 6.0 6.0 6.0 6.5 6.0 6.0 Max Green Setting(Gmax),s 30.0 30.0 20.0 50.0 20.0 30.0 20.0 50.0 Max Q Clear Time(g_c+l1),s 9.3 23.3 12.6 31.5 12.8 16.2 8.1 45.8 Green Ext Time(p-c),s 0.3 1.7 0.4 6.0 0.3 2.1 0.2 2.9 Intersection Summary HCM 6th Ctrl Delay 41.4 HCM 6th LOS D Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 03/03/2022 Kittelson&Associates, Inc. Page 2 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 1 6: Black Cat Road & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 182.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 287 0 105 0 0 1 28 455 0 1 529 76 Future Vol,veh/h 287 0 105 0 0 1 28 455 0 1 529 76 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 1 12 1 1 1 12 1 1 1 1 12 Mvmt Flow 319 0 117 0 0 1 31 506 0 1 588 84 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1201 1200 630 1259 1242 506 672 0 0 506 0 0 Stage 1 632 632 - 568 568 - - - - - - - Stage 2 569 568 - 691 674 - - - - - Critical Hdwy 7.22 6.51 6.32 7.11 6.51 6.21 4.22 - 4.11 - Critical Hdwy Stg 1 6.22 5.51 - 6.11 5.51 - - - - - Critical Hdwy Stg 2 6.22 5.51 - 6.11 5.51 - - - - - Follow-up Hdwy 3.608 4.009 3.408 3.509 4.009 3.309 2.308 2.209 - Pot Cap-1 Maneuver —154 186 464 148 175 568 873 - 1064 - Stage 1 452 475 - 509 508 - - - - - Stage 2 490 508 - 436 455 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver —148 177 464 106 166 568 873 - 1064 - Mov Cap-2 Maneuver —148 177 - 106 166 - - - - - Stage 1 430 474 - 484 483 - - - Stage 2 465 483 - 326 454 - - - Approach EB WB NB SIB HCM Control Delay,s$690.1 11.4 0.5 0 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 873 - 181 568 1064 - HCM Lane V/C Ratio 0.036 - 2.406 0.002 0.001 - HCM Control Delay(s) 9.3 0 $690.1 11.4 8.4 0 - HCM Lane LOS A A F B A A - HCM 95th%tile Q(veh) 0.1 - 36.3 0 0 - Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 03/04/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 1 59: N-S Collector & Franklin Road Black Cat Industrial Development Intersection Int Delay,s/veh 238 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 986 66 16 1484 1 245 0 63 1 0 0 Future Vol,veh/h 0 986 66 16 1484 1 245 0 63 1 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 1 - 0 Grade, % 0 - 0 - - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 1 12 12 1 2 12 2 12 2 2 2 Mvmt Flow 0 1096 73 18 1649 1 272 0 70 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1650 0 0 1169 0 0 2819 2819 1133 2854 2855 1650 Stage 1 - - - - - - 1133 1133 - 1686 1686 - Stage 2 - - - - 1686 1686 - 1168 1169 - Critical Hdwy 4.12 - 4.22 - 7.22 6.52 6.32 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.22 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.22 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.308 - 3.608 4.018 3.408 3.518 4.018 3.318 Pot Cap-1 Maneuver 391 - 563 - —11 18 236 11 17 122 Stage 1 - - - - —236 278 - 119 150 - Stage 2 - - - - —112 150 - 236 267 - Platoon blocked,% - - Mov Cap-1 Maneuver 391 - 563 - —8 11 236 5 10 122 Mov Cap-2 Maneuver - - - - —51 67 - 5 10 - Stage 1 - - —236 278 - 119 92 Stage 2 - - —69 92 - 166 267 Approach EB WB NB SIB HCM Control Delay,s 0 0.1 $2208.1 $870.4 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 61 391 - 563 - 5 HCM Lane V/C Ratio 5.61 - 0.032 - 0.222 HCM Control Delay(s) $2208.1 0 - - 11.6 0 $870.4 HCM Lane LOS F A B A F HCM 95th%tile Q(veh) 38.5 0 - 0.1 - 0.4 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 03/14/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 1 51: Site Access C1 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 314 0 9 84 11 0 0 35 43 0 0 Future Vol,veh/h 0 314 0 9 84 11 0 0 35 43 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 349 0 10 93 12 0 0 39 48 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 105 0 0 349 0 0 468 474 349 488 468 99 Stage 1 - - - - - - 349 349 - 119 119 - Stage 2 - - - - 119 125 - 369 349 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1426 - 1156 - 489 475 672 474 478 930 Stage 1 - - - - 647 616 - 862 778 - Stage 2 - - - - 862 774 - 631 616 - Platoon blocked,% - - Mov Cap-1 Maneuver 1426 - 1156 - 486 471 672 444 474 930 Mov Cap-2 Maneuver - - - - 486 471 - 444 474 - Stage 1 - - 647 616 - 862 771 Stage 2 - - 854 767 - 594 616 Approach EB WB NB SIB HCM Control Delay,s 0 0.7 10.7 14.1 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 672 1426 - 1156 - 444 HCM Lane V/C Ratio 0.058 - - 0.009 - 0.108 HCM Control Delay(s) 10.7 0 - 8.1 0 14.1 HCM Lane LOS B A - A A B HCM 95th%tile Q(veh) 0.2 0 - 0 - 0.4 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 03/09/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 1 54: Site Access C2 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 235 7 12 64 8 25 0 47 32 0 0 Future Vol,veh/h 0 235 7 12 64 8 25 0 47 32 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 261 8 13 71 9 28 0 52 36 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 80 0 0 269 0 0 367 371 265 393 371 76 Stage 1 - - - - - - 265 265 - 102 102 - Stage 2 - - - - 102 106 - 291 269 - Critical Hdwy 4.12 - 4.12 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1518 - 1295 - 589 559 774 566 559 985 Stage 1 - - - - 740 689 - 904 811 - Stage 2 - - - - 904 807 - 717 687 - Platoon blocked,% - - Mov Cap-1 Maneuver 1518 - 1295 - 584 553 774 524 553 985 Mov Cap-2 Maneuver - - - - 584 553 - 524 553 - Stage 1 - - 740 689 - 904 802 Stage 2 - - 894 798 - 669 687 Approach EB WB NB SIB HCM Control Delay,s 0 1.1 10.9 12.4 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 695 1518 - 1295 - 524 HCM Lane V/C Ratio 0.115 - - 0.01 - 0.068 HCM Control Delay(s) 10.9 0 - 7.8 0 12.4 HCM Lane LOS B A - A A B HCM 95th%tile Q(veh) 0.4 0 - 0 - 0.2 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 03/09/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 1 57: EW Collector & Site Access C3 Black Cat Industrial Development Intersection Int Delay,s/veh 2.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations *' Traffic Vol,veh/h 11 188 74 15 54 43 Future Vol,veh/h 11 188 74 15 54 43 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 0 0 Grade, % 0 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 12 209 82 17 60 48 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 99 0 - 0 324 91 Stage 1 - - - - 91 - Stage 2 - - 233 - Critical Hdwy 4.22 - 6.52 6.32 Critical Hdwy Stg 1 - - 5.52 - Critical Hdwy Stg 2 - - 5.52 - Follow-up Hdwy 2.308 - 3.608 3.408 Pot Cap-1 Maneuver 1433 - 650 940 Stage 1 - - 908 - Stage 2 - - 783 - Platoon blocked,% - Mov Cap-1 Maneuver 1433 - 644 940 Mov Cap-2 Maneuver - - 644 - Stage 1 - 900 Stage 2 - 783 Approach EB WB SB HCM Control Delay,s 0.4 0 10.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1433 - - 748 HCM Lane V/C Ratio 0.009 - - 0.144 HCM Control Delay(s) 7.5 0 - 10.6 HCM Lane LOS A A - B HCM 95th%tile Q(veh) 0 - - 0.5 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 03/17/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 1 60: Site Access C4 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 4 132 13 12 98 7 49 0 43 24 0 15 Future Vol,veh/h 4 132 13 12 98 7 49 0 43 24 0 15 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 4 147 14 13 109 8 54 0 48 27 0 17 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 117 0 0 161 0 0 310 305 154 325 308 113 Stage 1 - - - - - - 162 162 - 139 139 - Stage 2 - - - - 148 143 - 186 169 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1412 - 1359 - 623 592 866 609 590 913 Stage 1 - - - - 817 745 - 841 763 - Stage 2 - - - - 831 760 - 793 740 - Platoon blocked,% - - Mov Cap-1 Maneuver 1412 - 1359 - 606 584 866 569 582 913 Mov Cap-2 Maneuver - - - - 606 584 - 569 582 - Stage 1 - - 815 743 - 838 755 Stage 2 - - 808 752 - 747 738 Approach EB WB NB SIB HCM Control Delay,s 0.2 0.8 11 10.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 705 1412 - 1359 - 665 HCM Lane V/C Ratio 0.145 0.003 0.01 - 0.065 HCM Control Delay(s) 11 7.6 0 - 7.7 0 10.8 HCM Lane LOS B A A - A A B HCM 95th%tile Q(veh) 0.5 0 - - 0 - 0.2 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 03/17/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 1 63: Site Access C5 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 7 94 7 6 148 8 28 0 24 31 0 24 Future Vol,veh/h 7 94 7 6 148 8 28 0 24 31 0 24 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 8 104 8 7 164 9 31 0 27 34 0 27 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 173 0 0 112 0 0 320 311 108 321 311 169 Stage 1 - - - - - - 124 124 - 183 183 - Stage 2 - - - - 196 187 - 138 128 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1345 - 1418 - 614 588 919 613 588 850 Stage 1 - - - - 856 774 - 796 730 - Stage 2 - - - - 783 727 - 842 771 - Platoon blocked,% - - Mov Cap-1 Maneuver 1345 - 1418 - 590 582 919 590 582 850 Mov Cap-2 Maneuver - - - - 590 582 - 590 582 - Stage 1 - - 851 769 - 791 726 Stage 2 - - 755 723 - 813 766 Approach EB WB NB SIB HCM Control Delay,s 0.5 0.3 10.5 10.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 707 1345 - 1418 - 681 HCM Lane V/C Ratio 0.082 0.006 - 0.005 - 0.09 HCM Control Delay(s) 10.5 7.7 0 - 7.6 0 10.8 HCM Lane LOS B A A - A A B HCM 95th%tile Q(veh) 0.3 0 - - 0 - 0.3 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 03/09/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 1 67: NS Collector & Site Access C7 Black Cat Industrial Development Intersection Int Delay,s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 24 9 211 6 3 70 Future Vol,veh/h 24 9 211 6 3 70 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 27 10 234 7 3 78 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 322 238 0 0 241 0 Stage 1 238 - - - - - Stage 2 84 - - - Critical Hdwy 6.52 6.32 - 4.22 Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 - 2.308 Pot Cap-1 Maneuver 652 777 - 1269 Stage 1 779 - - - Stage 2 915 - - - Platoon blocked,% - Mov Cap-1 Maneuver 651 777 - 1269 Mov Cap-2 Maneuver 651 - - - Stage 1 779 - - Stage 2 913 - - Approach WB NB SIB HCM Control Delay,s 10.6 0 0.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 681 1269 HCM Lane V/C Ratio - 0.054 0.003 HCM Control Delay(s) - 10.6 7.8 0 HCM Lane LOS - B A A HCM 95th%tile Q(veh) - 0.2 0 - Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 03/09/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 1 69: NS Collector & Site Access C8 Black Cat Industrial Development Intersection Int Delay,s/veh 3.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 16 92 216 4 25 57 Future Vol,veh/h 16 92 216 4 25 57 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 18 102 240 4 28 63 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 361 242 0 0 244 0 Stage 1 242 - - - - - Stage 2 119 - - - Critical Hdwy 6.52 6.32 - 4.22 Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 - 2.308 Pot Cap-1 Maneuver 618 773 - 1266 Stage 1 775 - - - Stage 2 882 - - - Platoon blocked,% - Mov Cap-1 Maneuver 604 773 - 1266 Mov Cap-2 Maneuver 604 - - - Stage 1 775 - - Stage 2 862 - - Approach WB NB SIB HCM Control Delay,s 10.8 0 2.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 742 1266 HCM Lane V/C Ratio - 0.162 0.022 HCM Control Delay(s) - 10.8 7.9 0 HCM Lane LOS - B A A HCM 95th%tile Q(veh) - 0.6 0.1 - Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 03/09/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 2 6: Black Cat Road & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 53 0 21 0 0 1 92 517 0 1 195 220 Future Vol,veh/h 53 0 21 0 0 1 92 517 0 1 195 220 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 1 12 1 1 1 12 1 1 1 1 12 Mvmt Flow 59 0 23 0 0 1 102 574 0 1 217 244 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1120 1119 339 1131 1241 574 461 0 0 574 0 0 Stage 1 341 341 - 778 778 - - - - - - - Stage 2 779 778 - 353 463 - - - - - Critical Hdwy 7.22 6.51 6.32 7.11 6.51 6.21 4.22 - 4.11 - Critical Hdwy Stg 1 6.22 5.51 - 6.11 5.51 - - - - - Critical Hdwy Stg 2 6.22 5.51 - 6.11 5.51 - - - - - Follow-up Hdwy 3.608 4.009 3.408 3.509 4.009 3.309 2.308 2.209 - Pot Cap-1 Maneuver 176 208 681 181 176 520 1049 - 1004 - Stage 1 654 640 - 391 408 - - - - - Stage 2 374 408 - 666 566 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 156 178 681 155 151 520 1049 - 1004 - Mov Cap-2 Maneuver 156 178 - 155 151 - - - - - Stage 1 560 639 - 335 350 - - - Stage 2 320 350 - 643 565 - - - Approach EB WB NB SIB HCM Control Delay,s 35 11.9 1.3 0 HCM LOS E B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1049 - 200 520 1004 - HCM Lane V/C Ratio 0.097 - 0.411 0.002 0.001 - HCM Control Delay(s) 8.8 0 35 11.9 8.6 0 - HCM Lane LOS A A E B A A - HCM 95th%tile Q(veh) 0.3 - 1.9 0 0 - - Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 2 03/13/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 2 48: Black Cat Road & Site Access B Black Cat Industrial Development Intersection Int Delay,s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y *' Traffic Vol,veh/h 17 4 16 554 411 73 Future Vol,veh/h 17 4 16 554 411 73 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 2 2 12 Mvmt Flow 19 4 18 616 457 81 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1150 498 538 0 - 0 Stage 1 498 - - - - - Stage 2 652 - - - Critical Hdwy 6.52 6.32 4.22 - Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 2.308 - Pot Cap-1 Maneuver 209 553 982 - Stage 1 591 - - - Stage 2 500 - - - Platoon blocked,% - Mov Cap-1 Maneuver 203 553 982 - Mov Cap-2 Maneuver 203 - - - Stage 1 574 - - Stage 2 500 - - Approach EB NB SB HCM Control Delay,s 22.3 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 982 - 231 - HCM Lane V/C Ratio 0.018 - 0.101 - HCM Control Delay(s) 8.7 0 22.3 - HCM Lane LOS A A C - HCM 95th%tile Q(veh) 0.1 - 0.3 - Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 2 03/13/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 2 51: Site Access C1 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 59 0 36 250 26 0 0 9 6 0 0 Future Vol,veh/h 0 59 0 36 250 26 0 0 9 6 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 66 0 40 278 29 0 0 10 7 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 307 0 0 66 0 0 439 453 66 444 439 293 Stage 1 - - - - - - 66 66 - 373 373 - Stage 2 - - - 373 387 - 71 66 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1199 - 1474 - 511 488 970 507 497 723 Stage 1 - - - - 920 821 - 628 601 - Stage 2 - - - - 628 592 - 914 821 - Platoon blocked,% - - Mov Cap-1 Maneuver 1199 - 1474 - 498 472 970 489 481 723 Mov Cap-2 Maneuver - - - - 498 472 - 489 481 - Stage 1 - - 920 821 - 628 581 Stage 2 - - 607 572 - 905 821 Approach EB WB NB SIB HCM Control Delay,s 0 0.9 8.8 12.5 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 970 1199 - 1474 - 489 HCM Lane V/C Ratio 0.01 - - 0.027 - 0.014 HCM Control Delay(s) 8.8 0 - 7.5 0 12.5 HCM Lane LOS A A - A A B HCM 95th%tile Q(veh) 0 0 - 0.1 - 0 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 2 03/13/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 2 54: Site Access C2 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 43 25 48 182 20 6 0 11 5 0 0 Future Vol,veh/h 0 43 25 48 182 20 6 0 11 5 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 48 28 53 202 22 7 0 12 6 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 224 0 0 76 0 0 381 392 62 387 395 213 Stage 1 - - - - - - 62 62 - 319 319 - Stage 2 - - - 319 330 - 68 76 - Critical Hdwy 4.12 - 4.12 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1345 - 1523 - 577 544 1003 572 542 827 Stage 1 - - - - 949 843 - 693 653 - Stage 2 - - - - 693 646 - 942 832 - Platoon blocked,% - - Mov Cap-1 Maneuver 1345 - 1523 - 559 522 1003 548 520 827 Mov Cap-2 Maneuver - - - - 559 522 - 548 520 - Stage 1 - - 949 843 - 693 627 Stage 2 - - 665 620 - 931 832 Approach EB WB NB SIB HCM Control Delay,s 0 1.4 9.7 11.6 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 783 1345 - 1523 - 548 HCM Lane V/C Ratio 0.024 - - 0.035 - 0.01 HCM Control Delay(s) 9.7 0 - 7.5 0 11.6 HCM Lane LOS A A - A A B HCM 95th%tile Q(veh) 0.1 0 - 0.1 - 0 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 2 03/13/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 2 57: EW Collector & Site Access C3 Black Cat Industrial Development Intersection Int Delay,s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations *' Traffic Vol,veh/h 26 61 162 26 7 6 Future Vol,veh/h 26 61 162 26 7 6 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 0 0 Grade, % 0 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 29 68 180 29 8 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 209 0 - 0 321 195 Stage 1 - - - - 195 - Stage 2 - - 126 - Critical Hdwy 4.22 - 6.52 6.32 Critical Hdwy Stg 1 - - 5.52 - Critical Hdwy Stg 2 - - 5.52 - Follow-up Hdwy 2.308 - 3.608 3.408 Pot Cap-1 Maneuver 1304 - 652 821 Stage 1 - - 815 - Stage 2 - - 876 - Platoon blocked,% - Mov Cap-1 Maneuver 1304 - 637 821 Mov Cap-2 Maneuver - - 637 - Stage 1 - 796 Stage 2 - 876 Approach EB WB SB HCM Control Delay,s 2.3 0 10.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1304 - - 710 HCM Lane V/C Ratio 0.022 - - 0.02 HCM Control Delay(s) 7.8 0 - 10.2 HCM Lane LOS A A - B HCM 95th%tile Q(veh) 0.1 - - 0.1 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 2 03/13/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 2 60: Site Access C4 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 35 73 51 44 106 18 12 0 10 4 0 8 Future Vol,veh/h 35 73 51 44 106 18 12 0 10 4 0 8 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 39 81 57 49 118 20 13 0 11 4 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 138 0 0 138 0 0 419 424 110 419 442 128 Stage 1 - - - - - - 188 188 - 226 226 - Stage 2 - - - - 231 236 - 193 216 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1386 - 1386 - 527 507 917 527 495 896 Stage 1 - - - - 791 726 - 755 699 - Stage 2 - - - - 750 692 - 786 706 - Platoon blocked,% - - Mov Cap-1 Maneuver 1386 - 1386 - 495 473 917 494 461 896 Mov Cap-2 Maneuver - - - - 495 473 - 494 461 - Stage 1 - - 766 703 - 732 672 Stage 2 - - 714 666 - 752 684 Approach EB WB NB SIB HCM Control Delay,s 1.7 2 11 10.2 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 626 1386 - 1386 - 705 HCM Lane V/C Ratio 0.039 0.028 0.035 - 0.019 HCM Control Delay(s) 11 7.7 0 - 7.7 0 10.2 HCM Lane LOS B A A - A A B HCM 95th%tile Q(veh) 0.1 0.1 - - 0.1 - 0.1 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 2 03/13/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 2 63: Site Access C5 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 25 148 28 24 83 19 7 0 6 5 0 6 Future Vol,veh/h 25 148 28 24 83 19 7 0 6 5 0 6 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 28 164 31 27 92 21 8 0 7 6 0 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 113 0 0 195 0 0 396 403 180 396 408 103 Stage 1 - - - - - - 236 236 - 157 157 - Stage 2 - - - - 160 167 - 239 251 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1416 - 1320 - 546 521 838 546 518 925 Stage 1 - - - - 745 692 - 822 749 - Stage 2 - - - - 819 742 - 742 681 - Platoon blocked,% - - Mov Cap-1 Maneuver 1416 - 1320 - 524 498 838 524 495 925 Mov Cap-2 Maneuver - - - - 524 498 - 524 495 - Stage 1 - - 729 677 - 804 733 Stage 2 - - 795 726 - 720 666 Approach EB WB NB SIB HCM Control Delay,s 0.9 1.5 10.8 10.3 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 634 1416 - 1320 - 686 HCM Lane V/C Ratio 0.023 0.02 - 0.02 - 0.018 HCM Control Delay(s) 10.8 7.6 0 - 7.8 0 10.3 HCM Lane LOS B A A - A A B HCM 95th%tile Q(veh) 0.1 0.1 - - 0.1 - 0.1 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 2 03/13/2022 Kittelson&Associates, Inc. Page 1 HCM 6th AWSC 2030 AM Mit Opt 1 - Access Alt 2 30: Site Access C6/NS Collector & EW Collector Black Cat Industrial Development Intersection Intersection Delay,slveh 9 Intersection LOS A Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 20 76 5 5 196 22 Future Vol,veh/h 20 76 5 5 196 22 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 22 84 6 6 218 24 Number of Lanes 1 0 1 0 0 1 Approach WB NB SIB Opposing Approach SIB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SIB WB Conflicting Lanes Right 1 1 0 HCM Control Delay 7.9 7.4 9.5 HCM LOS A A A Lane NBLn1 WBLn1 SBLn1 Vol Left, % 0% 21% 90% Vol Thru,% 50% 0% 10% Vol Right,% 50% 79% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 10 96 218 LT Vol 0 20 196 Through Vol 5 0 22 RT Vol 5 76 0 Lane Flow Rate 11 107 242 Geometry Grp 1 1 1 Degree of Util (X) 0.013 0.127 0.301 Departure Headway(Hd) 4.31 4.28 4.481 Convergence,Y/N Yes Yes Yes Cap 833 843 794 Service Time 2.321 2.28 2.547 HCM Lane V/C Ratio 0.013 0.127 0.305 HCM Control Delay 7.4 7.9 9.5 HCM Lane LOS A A A HCM 95th-tile Q 0 0.4 1.3 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 2 03/13/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 2 67: NS Collector & Site Access C7 Black Cat Industrial Development Intersection Int Delay,s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 4 2 62 19 9 214 Future Vol,veh/h 4 2 62 19 9 214 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 4 2 69 21 10 238 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 338 80 0 0 90 0 Stage 1 80 - - - - - Stage 2 258 - - - Critical Hdwy 6.52 6.32 - 4.22 Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 - 2.308 Pot Cap-1 Maneuver 638 953 - 1445 Stage 1 918 - - - Stage 2 762 - - - Platoon blocked,% - Mov Cap-1 Maneuver 633 953 - 1445 Mov Cap-2 Maneuver 633 - - - Stage 1 918 - - Stage 2 756 - - Approach WB NB SIB HCM Control Delay,s 10.1 0 0.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 713 1445 HCM Lane V/C Ratio - 0.009 0.007 HCM Control Delay(s) - 10.1 7.5 0 HCM Lane LOS - B A A HCM 95th%tile Q(veh) - 0 0 - Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 2 03/13/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 AM Mit Opt 1 - Access Alt 2 69: NS Collector & Site Access C8 Black Cat Industrial Development Intersection Int Delay,s/veh 2.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 2 22 52 12 95 221 Future Vol,veh/h 2 22 52 12 95 221 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 2 24 58 13 106 246 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 523 65 0 0 71 0 Stage 1 65 - - - - - Stage 2 458 - - - Critical Hdwy 6.52 6.32 - 4.22 Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 - 2.308 Pot Cap-1 Maneuver 497 972 - 1468 Stage 1 933 - - - Stage 2 616 - - - Platoon blocked,% - Mov Cap-1 Maneuver 455 972 - 1468 Mov Cap-2 Maneuver 455 - - - Stage 1 933 - - Stage 2 564 - - Approach WB NB SB HCM Control Delay,s 9.2 0 2.3 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 888 1468 HCM Lane V/C Ratio - 0.03 0.072 HCM Control Delay(s) - 9.2 7.6 0 HCM Lane LOS - A A A HCM 95th%tile Q(veh) - 0.1 0.2 - Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 2 03/13/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 2 6: Black Cat Road & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 96.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 215 0 89 0 0 1 24 459 0 1 545 57 Future Vol,veh/h 215 0 89 0 0 1 24 459 0 1 545 57 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 1 12 1 1 1 12 1 1 1 1 12 Mvmt Flow 239 0 99 0 0 1 27 510 0 1 606 63 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1205 1204 638 1253 1235 510 669 0 0 510 0 0 Stage 1 640 640 - 564 564 - - - - - - - Stage 2 565 564 - 689 671 - - - - - Critical Hdwy 7.22 6.51 6.32 7.11 6.51 6.21 4.22 - 4.11 - Critical Hdwy Stg 1 6.22 5.51 - 6.11 5.51 - - - - - Critical Hdwy Stg 2 6.22 5.51 - 6.11 5.51 - - - - - Follow-up Hdwy 3.608 4.009 3.408 3.509 4.009 3.309 2.308 2.209 - Pot Cap-1 Maneuver —153 185 459 150 177 565 876 - 1060 - Stage 1 447 471 - 512 510 - - - - - Stage 2 492 510 - 437 457 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver —147 177 459 114 169 565 876 - 1060 - Mov Cap-2 Maneuver —147 177 - 114 169 - - - - - Stage 1 428 470 - 490 488 - - - Stage 2 470 488 - 342 456 - - - Approach EB WB NB SIB HCM Control Delay,s$439.6 11.4 0.5 0 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 876 - 184 565 1060 - HCM Lane V/C Ratio 0.03 - 1.836 0.002 0.001 - HCM Control Delay(s) 9.2 0 $439.E 11.4 8.4 0 - HCM Lane LOS A A F B A A - HCM 95th%tile Q(veh) 0.1 - 24.4 0 0 - Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 2 03/10/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 2 48: Black Cat Road Black Cat Industrial Development Intersection Int Delay,s/veh 3.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y *' Traffic Vol,veh/h 72 16 4 670 586 19 Future Vol,veh/h 72 16 4 670 586 19 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 80 18 4 744 651 21 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1414 662 672 0 - 0 Stage 1 662 - - - - - Stage 2 752 - - - Critical Hdwy 6.42 6.22 4.12 - Critical Hdwy Stg 1 5.42 - - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.318 2.218 - Pot Cap-1 Maneuver 152 462 919 - Stage 1 513 - - - Stage 2 466 - - - Platoon blocked,% - Mov Cap-1 Maneuver 151 462 919 - Mov Cap-2 Maneuver 151 - - - Stage 1 509 - - Stage 2 466 - - Approach EB NB SB HCM Control Delay,s 50.4 0.1 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 919 - 172 - HCM Lane V/C Ratio 0.005 - 0.568 - HCM Control Delay(s) 8.9 0 50.4 - HCM Lane LOS A A F - HCM 95th%tile Q(veh) 0 - 3 - Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 2 03/10/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 2 51: Site Access C1 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 244 0 9 66 6 0 0 35 25 0 0 Future Vol,veh/h 0 244 0 9 66 6 0 0 35 25 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 0 271 0 10 73 7 0 0 39 28 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 80 0 0 271 0 0 368 371 271 388 368 77 Stage 1 - - - - - - 271 271 - 97 97 - Stage 2 - - - - 97 100 - 291 271 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1457 - 1237 - 570 543 744 553 545 957 Stage 1 - - - - 713 667 - 886 796 - Stage 2 - - - - 886 793 - 696 667 - Platoon blocked,% - - Mov Cap-1 Maneuver 1457 - 1237 - 567 539 744 521 541 957 Mov Cap-2 Maneuver - - - - 567 539 - 521 541 - Stage 1 - - 713 667 - 886 790 Stage 2 - - 879 787 - 660 667 Approach EB WB NB SIB HCM Control Delay,s 0 0.9 10.1 12.3 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 744 1457 - 1237 - 521 HCM Lane V/C Ratio 0.052 - - 0.008 - 0.053 HCM Control Delay(s) 10.1 0 - 7.9 0 12.3 HCM Lane LOS B A - A A B HCM 95th%tile Q(veh) 0.2 0 - 0 - 0.2 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 2 03/10/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 2 54: Site Access C2 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 176 7 12 49 5 25 0 47 21 0 0 Future Vol,veh/h 0 176 7 12 49 5 25 0 47 21 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 196 8 13 54 6 28 0 52 23 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 60 0 0 204 0 0 283 286 200 309 287 57 Stage 1 - - - - - - 200 200 - 83 83 - Stage 2 - - - - 83 86 - 226 204 - Critical Hdwy 4.12 - 4.12 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1544 - 1368 - 669 623 841 643 623 1009 Stage 1 - - - - 802 736 - 925 826 - Stage 2 - - - - 925 824 - 777 733 - Platoon blocked,% - - Mov Cap-1 Maneuver 1544 - 1368 - 664 617 841 599 617 1009 Mov Cap-2 Maneuver - - - - 664 617 - 599 617 - Stage 1 - - 802 736 - 925 818 Stage 2 - - 916 816 - 729 733 Approach EB WB NB SIB HCM Control Delay,s 0 1.4 10.2 11.3 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 770 1544 - 1368 - 599 HCM Lane V/C Ratio 0.104 - 0.01 - 0.039 HCM Control Delay(s) 10.2 0 - 7.7 0 11.3 HCM Lane LOS B A A A B HCM 95th%tile Q(veh) 0.3 0 - 0 - 0.1 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 2 03/10/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 2 57: EW Collector & Site Access C3 Black Cat Industrial Development Intersection Int Delay,s/veh 1.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations *' Traffic Vol,veh/h 7 157 67 7 26 24 Future Vol,veh/h 7 157 67 7 26 24 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 0 0 Grade, % 0 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 8 174 74 8 29 27 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 82 0 - 0 268 78 Stage 1 - - - - 78 - Stage 2 - - 190 - Critical Hdwy 4.22 - 6.52 6.32 Critical Hdwy Stg 1 - - 5.52 - Critical Hdwy Stg 2 - - 5.52 - Follow-up Hdwy 2.308 - 3.608 3.408 Pot Cap-1 Maneuver 1454 - 700 956 Stage 1 - - 920 - Stage 2 - - 819 - Platoon blocked,% - Mov Cap-1 Maneuver 1454 - 696 956 Mov Cap-2 Maneuver - - 696 - Stage 1 - 914 Stage 2 - 819 Approach EB WB SIB HCM Control Delay,s 0.3 0 9.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1454 - - 801 HCM Lane V/C Ratio 0.005 - - 0.069 HCM Control Delay(s) 7.5 0 - 9.8 HCM Lane LOS A A - A HCM 95th%tile Q(veh) 0 - - 0.2 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 2 03/10/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 2 60: Site Access C4 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 9 104 13 12 74 5 49 0 43 17 0 33 Future Vol,veh/h 9 104 13 12 74 5 49 0 43 17 0 33 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 10 116 14 13 82 6 54 0 48 19 0 37 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 88 0 0 130 0 0 273 257 123 278 261 85 Stage 1 - - - - - - 143 143 - 111 111 - Stage 2 - - - - 130 114 - 167 150 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1447 - 1396 - 660 630 902 655 627 947 Stage 1 - - - - 837 760 - 870 785 - Stage 2 - - - - 850 782 - 812 754 - Platoon blocked,% - - Mov Cap-1 Maneuver 1447 - 1396 - 626 619 902 612 616 947 Mov Cap-2 Maneuver - - - - 626 619 - 612 616 - Stage 1 - - 831 755 - 864 777 Stage 2 - - 809 774 - 764 749 Approach EB WB NB SIB HCM Control Delay,s 0.5 1 10.7 9.8 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 730 1447 - 1396 - 798 HCM Lane V/C Ratio 0.14 0.007 0.01 - 0.07 HCM Control Delay(s) 10.7 7.5 0 - 7.6 0 9.8 HCM Lane LOS B A A - A A A HCM 95th%tile Q(veh) 0.5 0 - - 0 - 0.2 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 2 03/10/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 2 63: Site Access C5 & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 7 85 7 6 146 4 28 0 24 17 0 24 Future Vol,veh/h 7 85 7 6 146 4 28 0 24 17 0 24 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12 Mvmt Flow 8 94 8 7 162 4 31 0 27 19 0 27 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 166 0 0 102 0 0 306 294 98 306 296 164 Stage 1 - - - - - - 114 114 - 178 178 - Stage 2 - - - - 192 180 - 128 118 - Critical Hdwy 4.22 - 4.22 - 7.22 6.62 6.32 7.22 6.62 6.32 Critical Hdwy Stg 1 - - - - 6.22 5.62 - 6.22 5.62 - Critical Hdwy Stg 2 - - - - 6.22 5.62 - 6.22 5.62 - Follow-up Hdwy 2.308 - 2.308 - 3.608 4.108 3.408 3.608 4.108 3.408 Pot Cap-1 Maneuver 1354 - 1430 - 627 601 931 627 599 855 Stage 1 - - - - 867 782 - 801 733 - Stage 2 - - - - 787 732 - 852 779 - Platoon blocked,% - - Mov Cap-1 Maneuver 1354 - 1430 - 603 594 931 604 592 855 Mov Cap-2 Maneuver - - - - 603 594 - 604 592 - Stage 1 - - 862 777 - 796 729 Stage 2 - - 759 728 - 823 774 Approach EB WB NB SIB HCM Control Delay,s 0.5 0.3 10.4 10.3 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 720 1354 - 1430 - 729 HCM Lane V/C Ratio 0.08 0.006 0.005 - 0.062 HCM Control Delay(s) 10.4 7.7 0 - 7.5 0 10.3 HCM Lane LOS B A A - A A B HCM 95th%tile Q(veh) 0.3 0 - - 0 - 0.2 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 2 03/10/2022 Kittelson&Associates, Inc. Page 1 HCM 6th AWSC 2030 PM Access Mit Opt 1 - Access Alt 2 30: Site Access C6/NS Collector & EW Collector Black Cat Industrial Development Intersection Intersection Delay,slveh 8.2 Intersection LOS A Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 5 193 22 20 79 6 Future Vol,veh/h 5 193 22 20 79 6 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 6 214 24 22 88 7 Number of Lanes 1 0 1 0 0 1 Approach WB NB SIB Opposing Approach SIB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SIB WB Conflicting Lanes Right 1 1 0 HCM Control Delay 8.1 7.7 8.5 HCM LOS A A A Lane NBLn1 WBLn1 SBLn1 Vol Left, % 0% 3% 93% Vol Thru,% 52% 0% 7% Vol Right,% 48% 97% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 42 198 85 LT Vol 0 5 79 Through Vol 22 0 6 RT Vol 20 193 0 Lane Flow Rate 47 220 94 Geometry Grp 1 1 1 Degree of Util (X) 0.057 0.236 0.124 Departure Headway(Hd) 4.387 3.868 4.716 Convergence,Y/N Yes Yes Yes Cap 819 933 750 Service Time 2.399 1.872 2.811 HCM Lane V/C Ratio 0.057 0.236 0.125 HCM Control Delay 7.7 8.1 8.5 HCM Lane LOS A A A HCM 95th-tile Q 0.2 0.9 0.4 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 2 03/10/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 2 67: NS Collector & Site Access C7 Black Cat Industrial Development Intersection Int Delay,s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 19 9 210 6 3 66 Future Vol,veh/h 19 9 210 6 3 66 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 21 10 233 7 3 73 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 316 237 0 0 240 0 Stage 1 237 - - - - - Stage 2 79 - - - Critical Hdwy 6.52 6.32 - 4.22 Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 - 2.308 Pot Cap-1 Maneuver 657 778 - 1270 Stage 1 779 - - - Stage 2 919 - - - Platoon blocked,% - Mov Cap-1 Maneuver 656 778 - 1270 Mov Cap-2 Maneuver 656 - - - Stage 1 779 - - Stage 2 917 - - Approach WB NB SIB HCM Control Delay,s 10.5 0 0.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 691 1270 HCM Lane V/C Ratio - 0.045 0.003 HCM Control Delay(s) - 10.5 7.8 0 HCM Lane LOS - B A A HCM 95th%tile Q(veh) - 0.1 0 - Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 2 03/10/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 2 69: NS Collector & Site Access C8 Black Cat Industrial Development Intersection Int Delay,s/veh 3.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 12 92 216 3 25 57 Future Vol,veh/h 12 92 216 3 25 57 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 12 12 12 12 12 Mvmt Flow 13 102 240 3 28 63 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 361 242 0 0 243 0 Stage 1 242 - - - - - Stage 2 119 - - - Critical Hdwy 6.52 6.32 - 4.22 Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - Follow-up Hdwy 3.608 3.408 - 2.308 Pot Cap-1 Maneuver 618 773 - 1267 Stage 1 775 - - - Stage 2 882 - - - Platoon blocked,% - Mov Cap-1 Maneuver 604 773 - 1267 Mov Cap-2 Maneuver 604 - - - Stage 1 775 - - Stage 2 862 - - Approach WB NB SIB HCM Control Delay,s 10.7 0 2.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 749 1267 HCM Lane V/C Ratio - 0.154 0.022 HCM Control Delay(s) - 10.7 7.9 0 HCM Lane LOS - B A A HCM 95th%tile Q(veh) - 0.5 0.1 - Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 2 03/10/2022 Kittelson&Associates, Inc. Page 1 KITTELSON&ASSOCIATES,INC. Analysis Traffic Volumes 610 SW Alder,Suite 700 Hour Major Street Minor Street Portland,Oregon 97205 Begin End NB SB EB WB (503)228-5230 12:00 AM 1:00 AM 16 19 4 0 1:00 AM 12 15 3 0 2:00 AM 9 5 1 0 Project#: 26745 3:00 AM 12 16 3 0 Project Name: Black Cat Industrial 4:00 AM 44 32 9 0 Analyst: JFR 5:00AM 98 76 17 0 Date: 3/20/2022 6:00 AM 439 257 54 1 File: H:\26\26745-Meridian Black Cat Industrial 7:00 AM 609 485 95 1 Project\Analysis\Signal Warrants\[2021 Site Access A- Black Cat MIT OPTION 1-ACC ALT 1 Signal Warrant 8:00 AM 607 441 88 1 Intersection: Site Access A&Black Cat Road 9:00 AM 420 316 61 0 Scenario: Year 2030 Total Traffic MIT OPT 1 ACC ALT 1 10:00 AM 341 332 68 0 11:00 AM 406 363 74 0 12:00 PM 177 140 240 0 1:00 PM 287 163 261 0 Warrant Summary 2:00PM 305 223 287 0 Warrant Name Analyzed? Met? 3:00 PM 362 332 314 0 #1 Eight-Hour Vehicular Volume Yes No 4:00 PM 503 521 388 1 #2 Four-Hour Vehicular volume Yes Yes 5:00 PM 483 606 392 1 #3 Peak Hour Yes Yes 6:00 PM 342 309 314 1 #4 Pedestrian Volume No 7:00 PM 216 196 226 0 #5 School Crossing No 8:00 PM 157 132 205 0 #6 Coordinated Signal System No 9:00 PM 90 81 148 0 #7 Crash Experience No 10:00 PM 30 35 70 0 #8 Roadway Network No - 11:00 PM 12 16 44 0 #9 Intersection Near a Grade Crossing No Input Parameters Volume Adjustment Factor= 1.0 Warrant#1-Eight Hour North-South Approach= Major Hours That Condition for Warrant Major street Minor street Signal Warrant East-West Approach= Minor Condition Condition Is Warrant Factor Requirement Requirement Met? Major Street Thru Lanes= 1 Met Factor Met? Minor Street Thru Lanes= 1 A 500 150 5 No 100% No Speed>40 mph? No B 750 75 4 No Population<10,000? No A 400 120 7 No 80% Yes Warrant Factor 100% B 600 60 9 Yes Peak Hour or Daily Count? Daily A 350 105 7 No 70% Yes B 525 53 11 Yes A 280 84 11 Yes 56% Yes B 420 42 12 Yes -2 Major/2 Minor Warrant#3-Peak Hour -2 Major/2 Minor Warrant#2-Four-Hour -2 Major/1 Minor -2 Major/1 Minor 100%Warrant Factor 100%Warrant Factor 1 Major/2 Minor -1 Major/2 Minor 500 1 Major/1 Minor 600 1 Major/1 Minor % Traffic Volumes x Traffic Volumes 500 400 m m m N 400 X ^ 300 300 r m _m _m 200 = = 200 100 ** 100 * X 0 0 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 400 500 600 700 800 900 100011001200130014001500160017001800 Combined Major Street Combined Major Street KITTELSON&ASSOCIATES,INC. Analysis Traffic Volumes 610 SW Alder,Suite 700 Hour Major Street Minor Street Portland,Oregon 97205 Begin End NB SB EB WB (503)228-5230 12:00 AM 1:00 AM 16 19 4 0 1:00 AM 12 15 3 0 2:00 AM 9 5 1 0 Project#: 26745 3:00 AM 12 16 3 0 Project Name: Black Cat Industrial 4:00 AM 44 32 9 0 Analyst: JFR 5:00AM 98 76 17 0 Date: 3/20/2022 6:00 AM 439 257 54 1 File: H:\26\26745-Meridian Black Cat Industrial 7:00 AM 609 485 95 1 Project\Analysis\Signal Warrants\Response to Comments\F2021 Site Access A-Black Cat MIT OPTION 1- 8:00 AM 607 441 88 1 Intersection: Site Access A&Black Cat Road 9:00 AM 420 316 61 0 Scenario: Year 2030 Total Traffic MIT OPT 1 ACC ALT 2 10:00 AM 341 332 68 0 11:00 AM 406 363 74 0 12:00 PM 177 139 186 0 1:00 PM 287 161 203 0 Warrant Summary 2:00PM 305 221 223 0 Warrant Name Analyzed? Met? 3:00 PM 362 329 243 0 #1 Eight-Hour Vehicular Volume Yes No 4:00 PM 503 518 301 1 #2 Four-Hour Vehicular volume Yes Yes 5:00 PM 483 603 304 1 #3 Peak Hour Yes Yes 6:00 PM 342 306 243 1 #4 Pedestrian Volume No 7:00 PM 216 194 176 0 #5 School Crossing No 8:00 PM 157 130 159 0 #6 Coordinated Signal System No 9:00 PM 90 80 115 0 #7 Crash Experience No 10:00 PM 30 34 54 0 #8 Roadway Network No 11:00 PM 12 16 34 0 #9 Intersection Near a Grade Crossing No Input Parameters Volume Adjustment Factor= 1.0 Warrant#1-Eight Hour North-South Approach= Major Hours That Condition for Warrant Major Street Minor Street Signal Warrant East-West Approach= Minor Condition Condition Is Warrant Factor Requirement Requirement Met? Major Street Thru Lanes= 1 Met Factor Met? Minor Street Thru Lanes= 1 A 500 150 5 No 100% No Speed>40 mph? No B 750 75 4 No Population<10,000? No A 400 120 7 No 80% Yes Warrant Factor 100% B 600 60 9 Yes Peak Hour or Daily Count? Daily A 350 105 7 No 70% Yes B 525 53 11 Yes A 280 84 11 Yes 56% Yes B 420 42 12 Yes -2 Major/2 Minor Warrant#3-Peak Hour -2 Major/2 Minor Warrant#2-Four-Hour -2 Major/1 Minor -2 Major/1 Minor 100%Warrant Factor 100%Warrant Factor 1 Major/2 Minor -1 Major/2 Minor 500 1 Major/1 Minor 600 1 Major/1 Minor % Traffic Volumes x Traffic Volumes 500 400 \T m m m N 400 ^ 300 C `m 300 L _m 200 * X X 200 100 ** 100 Q 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 400 500 600 700 800 900 100011001200130014001500160017001800 Combined Major Street Combined Major Street KITTELSON&ASSOCIATES,INC. Analysis Traffic Volumes 610 SW Alder,Suite 700 Hour Major Street Minor Street Portland,Oregon 97205 Begin End NB SB EB WB (503)228-5230 12:00 AM 1:00 AM 14 19 1 0 1:00 AM 11 15 1 0 2:00AM 8 5 0 0 Project#: 26745 3:00 AM 11 16 1 0 Project Name: Black Cat Industrial 4:00 AM 40 32 2 0 Analyst: JFR 5:00AM 91 76 4 0 Date: 3/20/2022 6:00 AM 417 257 12 0 File: H:\26\26745-Meridian Black Cat Industrial 7:00 AM 570 485 21 0 Project\Analysis\Signal Warrants\Response to Comments\F2021 Site Access B-Black Cat Signal 8:00 AM 571 441 19 0 Intersection: Site Access B&Black Cat Road 9:00 AM 395 316 13 0 Scenario: Year 2030 Total Traffic MIT OPT 1 ACC ALT 2 10:00 AM 313 332 15 0 11:00 AM 376 363 16 0 12:00 PM 294 140 54 0 1:00 PM 414 163 59 0 Warrant Summary 2:00PM 445 223 65 0 Warrant Name Analyzed? Met? 3:00 PM 515 332 70 0 #1 Eight-Hour Vehicular Volume Yes No 4:00 PM 692 521 87 0 #2 Four-Hour Vehicular volume Yes No 5:00 PM 674 606 88 0 #3 Peak Hour Yes No 6:00 PM 495 309 70 0 #4 Pedestrian Volume No - 7:00 PM 327 196 51 0 #5 School Crossing No 8:00 PM 256 132 46 0 #6 Coordinated Signal System No 9:00 PM 162 81 33 0 #7 Crash Experience No 10:00 PM 64 35 16 0 #8 Roadway Network No - 11:00 PM 33 16 10 0 #9 Intersection Near a Grade Crossing No Input Parameters Volume Adjustment Factor= 1.0 Warrant#1-Eight Hour North-South Approach= Major Hours That Condition for Warrant Major Street Minor Street Signal Warrant East-West Approach= Minor Condition Condition Is Warrant Factor Requirement Requirement Met? Major Street Thru Lanes= 1 Met Factor Met? Minor Street Thru Lanes= 1 A 500 150 0 No 100% No Speed>40 mph? No B 750 75 2 No Population<10,000? No A 400 120 0 No 80% No Warrant Factor 100% B 600 60 5 No Peak Hour or Daily Count? Daily A 350 105 0 No 70% No B 525 53 6 No A 280 84 2 No 56% Yes B 420 42 8 Yes -2 Major/2 Minor Warrant#3-Peak Hour -2 Major/2 Minor Warrant#2-Four-Hour -2 Major/1 Minor -2 Major/1 Minor 100%Warrant Factor 100%Warrant Factor 1 Major/2 Minor -1 Major/2 Minor 500 1 Major/1 Minor 600 1 Major/1 Minor % Traffic Volumes x Traffic Volumes 500 400 m m m N 400 ^ 300 C `m 300 L _m 200 = 200 100 * 100 *)K * * 0 ** 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 400 500 600 700 800 900 100011001200130014001500160017001800 Combined Major Street Combined Major Street KITTELSON&ASSOCIATES,INC. Analysis Traffic Volumes 610 SW Alder,Suite 700 Hour Major Street Minor Street Portland,Oregon 97205 Begin End EB WB NB SB (503)228-5230 12:00 AM 1:00 AM 163 66 3 0 1:00 AM 37 19 2 0 2:00 AM 34 21 1 0 Project#: 26745 3:00 AM 22 19 2 0 Project Name: Black Cat Industrial 4:00 AM 170 58 7 0 Analyst: AMK 5:00AM 456 177 13 0 Date: 3/20/2022 6:00 AM 588 568 42 0 File: H:\26\26745-Meridian Black Cat Industrial 7:00 AM 993 720 74 0 Project\Analysis\Signal Warrants\Response to Comments\12030 Franklin-Site Access D MIT OPT 1- 8:00 AM 1148 710 68 0 Intersection: Franklin Rd/Site Access D(N-S Col) 9:00 AM 648 573 47 0 Scenario: Year 2030 MIT OPT 1 Both ACC ALTS 10:00 AM 654 509 53 0 11:00 AM 705 644 57 0 12:00 PM 580 589 186 0 1:00 PM 505 585 203 0 Warrant Summary 2:00 PM 638 684 223 0 Warrant Name Analyzed? Met? 3:00 PM 617 884 244 0 #1 Eight-Hour Vehicular Volume Yes Yes 4:00 PM 754 1128 308 0 #2 Four-Hour Vehicular volume Yes Yes 5:00 PM 1051 1501 301 0 #3 Peak Hour Yes Yes 6:00 PM 810 1166 244 0 #4 Pedestrian Volume No - 7:00 PM 467 404 176 0 #5 School Crossing No 8:00 PM 546 242 159 0 #6 Coordinated Signal System No 9:00 PM 355 262 115 0 #7 Crash Experience No 10:00 PM 266 131 54 0 #8 Roadway Network No - 11:00 PM 750 115 34 0 #9 Intersection Near a Grade Crossing No Input Parameters Volume Adjustment Factor= 1.0 Warrant#1-Eight Hour North-South Approach= Minor Hours That Condition for Warrant Major street Minor street Signal Warrant East-West Approach= Major Condition Condition Is Warrant Factor Requirement Requirement Met? Major Street Thru Lanes= 1 Met Factor Met? Minor Street Thru Lanes= 1 A Soo 150 9 Yes 100% Yes Speed>40 mph? Yes B 750 75 9 Yes Population<10,000? No A 400 120 9 Yes 80% Yes Warrant Factor 70% B 600 60 12 Yes Peak Hour or Daily Count? Daily A 350 105 10 Yes 70% Yes B 525 53 14 Yes A 280 84 10 Yes 56% Yes B 420 42 16 Yes -2 Major/2 Minor Warrant#3-Peak Hour -2 Major/2 Minor Warrant#2-Four-Hour -2 Major/1 Minor -2 Major/1 Minor 100%Warrant Factor 100%Warrant Factor 1 Major/2 Minor -1 Major/2 Minor 500 1 Major/1 Minor 600 1 Major/1 Minor % Traffic Volumes x Traffic Volumes 500 400 \T m m m N 400 ^ 300 C `m 300 L m 200 = 200 ,X, 100 100 * >x * k x o * � 0 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 400 500 600 700 800 900 100011001200130014001500160017001800 Combined Major Street Combined Major Street Appendix M 2030 Mitigation Option 1 Mitigated Operations Worksheets & Signal Warrants HCM Signalized Intersection Capacity Analysis 2030 AM Mit Opt 1 - Access Alt 1 - Mitigated 6: Black Cat Road & EW Collector Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(vph) 70 0 25 0 0 1 108 501 0 1 191 293 Future Volume(vph) 70 0 25 0 0 1 108 501 0 1 191 293 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.86 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1527 1366 1542 1527 1782 1693 1782 1366 Flt Permitted 0.76 1.00 1.00 0.63 1.00 0.43 1.00 1.00 Satd. Flow(perm) 1217 1366 1542 1005 1782 771 1782 1366 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 78 0 28 0 0 1 120 557 0 1 212 326 RTOR Reduction(vph) 0 25 0 0 1 0 0 0 0 0 0 57 Lane Group Flow(vph) 78 3 0 0 0 0 120 557 0 1 212 269 Heavy Vehicles(%) 12% 1% 12% 1% 1% 1% 12% 1% 1% 1% 1% 12% Parking (#/hr) 0 Turn Type Perm NA NA Perm NA Perm NA Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 6 Actuated Green,G(s) 14.2 14.2 14.2 115.1 115.1 115.1 115.1 115.1 Effective Green,g(s) 14.2 14.2 14.2 115.1 115.1 115.1 115.1 115.1 Actuated g/C Ratio 0.10 0.10 0.10 0.83 0.83 0.83 0.83 0.83 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 124 139 157 830 1472 637 1472 1128 v/s Ratio Prot 0.00 0.00 c0.31 0.12 v/s Ratio Perm c0.06 0.12 0.00 0.20 v/c Ratio 0.63 0.02 0.00 0.14 0.38 0.00 0.14 0.24 Uniform Delay,dl 60.0 56.3 56.2 2.4 3.1 2.1 2.4 2.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 9.6 0.1 0.0 0.4 0.7 0.0 0.2 0.5 Delay(s) 69.6 56.4 56.2 2.8 3.8 2.1 2.6 3.1 Level of Service E E E A A A A A Approach Delay(s) 66.1 56.2 3.6 2.9 Approach LOS E E A A Intersection Summary HCM 2000 Control Delay 8.4 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.41 Actuated Cycle Length(s) 139.3 Sum of lost time(s) 10.0 Intersection Capacity Utilization 55.3% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 1 -Mitigated 03/09/2022 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 AM Mit Opt 1 - Access Alt 1 - Mitigated 6: Black Cat Road & EW Collector Black Cat Industrial (Development Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(veh/h) 70 0 25 0 0 1 108 501 0 1 191 293 Future Volume(veh/h) 70 0 25 0 0 1 108 501 0 1 191 293 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1632 1786 1632 1786 1786 1786 1632 1786 1786 1786 1786 1632 Adj Flow Rate,veh/h 78 0 28 0 0 1 120 557 0 1 212 326 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 12 1 12 1 1 1 12 1 1 1 1 12 Cap,veh/h 150 0 102 0 0 113 717 1520 0 726 1520 1177 Arrive On Green 0.07 0.00 0.07 0.00 0.00 0.07 0.85 0.85 0.00 0.85 0.85 0.85 Sat Flow,vehlh 1304 0 1362 0 0 1513 798 1786 0 859 1786 1383 Grp Volume(v),veh/h 78 0 28 0 0 1 120 557 0 1 212 326 Grp Sat Flow(s),vehlh/In 1304 0 1362 0 0 1514 798 1786 0 859 1786 1383 Q Serve(g_s),s 8.0 0.0 2.6 0.0 0.0 0.1 4.0 9.1 0.0 0.0 2.7 6.2 Cycle Q Clear(g_c),s 8.0 0.0 2.6 0.0 0.0 0.1 6.8 9.1 0.0 9.2 2.7 6.2 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c),veh/h 150 0 102 0 0 113 717 1520 0 726 1520 1177 V/C Ratio(X) 0.52 0.00 0.27 0.00 0.00 0.01 0.17 0.37 0.00 0.00 0.14 0.28 Avail Cap(c_a),veh/h 294 0 252 0 0 280 717 1520 0 726 1520 1177 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 61.6 0.0 59.0 0.0 0.0 57.9 2.3 2.2 0.0 3.2 1.7 2.0 Incr Delay(d2),s/veh 2.8 0.0 1.4 0.0 0.0 0.0 0.5 0.7 0.0 0.0 0.2 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 5.0 0.0 1.7 0.0 0.0 0.1 0.9 3.8 0.0 0.0 1.1 2.1 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 64.3 0.0 60.5 0.0 0.0 57.9 2.8 2.9 0.0 3.2 1.9 2.5 LnGrp LOS E A E A A E A A A A A A Approach Vol,veh/h 106 1 677 539 Approach Delay,s/veh 63.3 57.9 2.8 2.3 Approach LOS E E A A Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 120.0 15.1 120.0 15.1 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 115.0 25.0 115.0 25.0 Max Q Clear Time(g_c+l1),s 11.1 10.0 11.2 2.1 Green Ext Time(p-c),s 4.9 0.3 2.4 0.0 Intersection Summary HCM 6th Ctrl Delay 7.5 HCM 6th LOS A Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 1 -Mitigated 03/09/2022 Kittelson&Associates, Inc. Page 2 HCM Signalized Intersection Capacity Analysis 2030 PM Access Mit Opt 1-Acc Alt 1-Mitigated 6: Black Cat Road & EW Collector Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(vph) 287 0 105 0 0 1 28 455 0 1 529 76 Future Volume(vph) 287 0 105 0 0 1 28 455 0 1 529 76 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.86 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1527 1366 1542 1527 1782 1693 1782 1366 Flt Permitted 0.76 1.00 1.00 0.27 1.00 0.34 1.00 1.00 Satd. Flow(perm) 1217 1366 1542 430 1782 605 1782 1366 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 319 0 117 0 0 1 31 506 0 1 588 84 RTOR Reduction(vph) 0 72 0 0 1 0 0 0 0 0 0 19 Lane Group Flow(vph) 319 45 0 0 0 0 31 506 0 1 588 65 Heavy Vehicles(%) 12% 1% 12% 1% 1% 1% 12% 1% 1% 1% 1% 12% Parking (#/hr) 0 Turn Type Perm NA NA Perm NA Perm NA Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 6 Actuated Green,G(s) 27.5 27.5 27.5 33.4 33.4 33.4 33.4 33.4 Effective Green,g(s) 27.5 27.5 27.5 33.4 33.4 33.4 33.4 33.4 Actuated g/C Ratio 0.39 0.39 0.39 0.47 0.47 0.47 0.47 0.47 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 472 529 598 202 839 285 839 643 v/s Ratio Prot 0.03 0.00 0.28 c0.33 v/s Ratio Perm c0.26 0.07 0.00 0.05 v/c Ratio 0.68 0.09 0.00 0.15 0.60 0.00 0.70 0.10 Uniform Delay,dl 18.0 13.7 13.3 10.7 13.9 9.9 14.8 10.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 3.8 0.1 0.0 0.4 1.2 0.0 2.7 0.1 Delay(s) 21.8 13.8 13.3 11.0 15.1 9.9 17.5 10.5 Level of Service C B B B B A B B Approach Delay(s) 19.7 13.3 14.9 16.6 Approach LOS B B B B Intersection Summary HCM 2000 Control Delay 16.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length(s) 70.9 Sum of lost time(s) 10.0 Intersection Capacity Utilization 61.2% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1-Acc Alt 1-Mitigated 03/09/2022 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 PM Access Mit Opt 1-Acc Alt 1-Mitigated 6: Black Cat Road & EW Collector Black Cat Industrial (Development Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(veh/h) 287 0 105 0 0 1 28 455 0 1 529 76 Future Volume(veh/h) 287 0 105 0 0 1 28 455 0 1 529 76 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1632 1786 1632 1786 1786 1786 1632 1786 1786 1786 1786 1632 Adj Flow Rate,veh/h 319 0 117 0 0 1 31 506 0 1 588 84 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 12 1 12 1 1 1 12 1 1 1 1 12 Cap,veh/h 582 0 429 0 0 477 295 796 0 376 796 616 Arrive On Green 0.31 0.00 0.31 0.00 0.00 0.31 0.45 0.45 0.00 0.45 0.45 0.45 Sat Flow,vehlh 1304 0 1362 0 0 1513 705 1786 0 900 1786 1383 Grp Volume(v),veh/h 319 0 117 0 0 1 31 506 0 1 588 84 Grp Sat Flow(s),vehlh/In 1304 0 1362 0 0 1514 705 1786 0 900 1786 1383 Q Serve(g_s),s 9.3 0.0 2.7 0.0 0.0 0.0 1.6 9.2 0.0 0.0 11.4 1.5 Cycle Q Clear(g_c),s 9.3 0.0 2.7 0.0 0.0 0.0 13.0 9.2 0.0 9.2 11.4 1.5 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c),veh/h 582 0 429 0 0 477 295 796 0 376 796 616 V/C Ratio(X) 0.55 0.00 0.27 0.00 0.00 0.00 0.11 0.64 0.00 0.00 0.74 0.14 Avail Cap(c_a),veh/h 2137 0 2053 0 0 2281 1280 3290 0 1633 3290 2547 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 13.0 0.0 10.7 0.0 0.0 9.8 14.9 9.0 0.0 12.5 9.6 6.8 Incr Delay(d2),s/veh 0.8 0.0 0.3 0.0 0.0 0.0 0.2 0.8 0.0 0.0 1.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 4.1 0.0 1.2 0.0 0.0 0.0 0.4 4.3 0.0 0.0 5.4 0.5 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 13.8 0.0 11.1 0.0 0.0 9.8 15.1 9.8 0.0 12.5 10.9 6.9 LnGrp LOS B A B A A A B A A B B A Approach Vol,veh/h 436 1 537 673 Approach Delay,s/veh 13.1 9.8 10.1 10.4 Approach LOS B A B B Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 23.6 18.2 23.6 18.2 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 77.0 63.0 77.0 63.0 Max Q Clear Time(g_c+l1),s 15.0 11.3 13.4 2.0 Green Ext Time(p-c),s 3.7 2.0 4.4 0.0 Intersection Summary HCM 6th Ctrl Delay 11.0 HCM 6th LOS B Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1-Acc Alt 1-Mitigated 03/09/2022 Kittelson&Associates, Inc. Page 2 HCM 6th TWSC 2030 PM Access Mit Opt 1-Access Alt 2 Mitigated TWSC 6: Black Cat Road & EW Collector Black Cat Industrial Development Intersection Int Delay,s/veh 10.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '+ + r Traffic Vol,veh/h 215 0 89 0 0 1 24 459 0 1 545 57 Future Vol,veh/h 215 0 89 0 0 1 24 459 0 1 545 57 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - - None Storage Length 100 - - 100 - 100 - 100 Veh in Median Storage,# - 1 - 1 - 0 - - 0 - Grade, % - 0 - 0 - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 1 12 1 1 1 12 1 1 1 1 12 Mvmt Flow 239 0 99 0 0 1 27 510 0 1 606 63 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1173 1172 606 1253 1235 510 669 0 0 510 0 0 Stage 1 608 608 - 564 564 - - - - - - - Stage 2 565 564 - 689 671 - - - - - Critical Hdwy 7.22 6.51 6.32 7.11 6.51 6.21 4.22 - 4.11 - Critical Hdwy Stg 1 6.22 5.51 - 6.11 5.51 - - - - - Critical Hdwy Stg 2 6.22 5.51 - 6.11 5.51 - - - - - Follow-up Hdwy 3.608 4.009 3.408 3.509 4.009 3.309 2.308 2.209 - Pot Cap-1 Maneuver —161 193 479 150 177 565 876 - 1060 - Stage 1 466 487 - 512 510 - - - - - Stage 2 492 510 - 437 457 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver —157 187 479 116 171 565 876 - 1060 - Mov Cap-2 Maneuver 283 309 - 227 287 - - - - - Stage 1 452 487 - 496 494 - - - Stage 2 476 494 - 346 457 - - - Approach EB WB NB SIB HCM Control Delay,s 47 11.4 0.5 0 HCM LOS E B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity(veh/h) 876 - 283 479 565 1060 - HCM Lane V/C Ratio 0.03 - 0.844 0.206 0.002 0.001 - HCM Control Delay(s) 9.2 - 60.5 14.5 11.4 8.4 - HCM Lane LOS A - F B B A - HCM 95th%tile Q(veh) 0.1 - 7.1 0.8 0 0 - Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1-Access Alt 2 Mitigated TWSC 03/14/2022 Kittelson&Associates, Inc. Page 1 HCM Signalized Intersection Capacity Analysis 2030 AM Mit Opt 1-Access Alt 2-Mitigated 6: Black Cat Road & EW Collector Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(vph) 53 0 21 0 0 1 92 517 0 1 195 220 Future Volume(vph) 53 0 21 0 0 1 92 517 0 1 195 220 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.86 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1527 1366 1542 1527 1782 1693 1782 1366 Flt Permitted 0.76 1.00 1.00 0.62 1.00 0.41 1.00 1.00 Satd. Flow(perm) 1217 1366 1542 1000 1782 730 1782 1366 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 59 0 23 0 0 1 102 574 0 1 217 244 RTOR Reduction(vph) 0 20 0 0 1 0 0 0 0 0 0 85 Lane Group Flow(vph) 59 3 0 0 0 0 102 574 0 1 217 159 Heavy Vehicles(%) 12% 1% 12% 1% 1% 1% 12% 1% 1% 1% 1% 12% Parking (#/hr) 0 Turn Type Perm NA NA Perm NA Perm NA Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 6 Actuated Green,G(s) 6.4 6.4 6.4 30.9 30.9 30.9 30.9 30.9 Effective Green,g(s) 6.4 6.4 6.4 30.9 30.9 30.9 30.9 30.9 Actuated g/C Ratio 0.14 0.14 0.14 0.65 0.65 0.65 0.65 0.65 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 164 184 208 653 1164 476 1164 892 v/s Ratio Prot 0.00 0.00 c0.32 0.12 v/s Ratio Perm c0.05 0.10 0.00 0.12 v/c Ratio 0.36 0.02 0.00 0.16 0.49 0.00 0.19 0.18 Uniform Delay,dl 18.6 17.7 17.7 3.2 4.2 2.8 3.2 3.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.4 0.0 0.0 0.1 0.3 0.0 0.1 0.1 Delay(s) 19.9 17.8 17.7 3.3 4.5 2.8 3.3 3.3 Level of Service B B B A A A A A Approach Delay(s) 19.3 17.7 4.3 3.3 Approach LOS B B A A Intersection Summary HCM 2000 Control Delay 5.0 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.47 Actuated Cycle Length(s) 47.3 Sum of lost time(s) 10.0 Intersection Capacity Utilization 55.2% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1-Access Alt 2-Mitigated 03/14/2022 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 AM Mit Opt 1-Access Alt 2-Mitigated 6: Black Cat Road & EW Collector Black Cat Industrial (Development Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(veh/h) 53 0 21 0 0 1 92 517 0 1 195 220 Future Volume(veh/h) 53 0 21 0 0 1 92 517 0 1 195 220 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1632 1786 1632 1786 1786 1786 1632 1786 1786 1786 1786 1632 Adj Flow Rate,veh/h 59 0 23 0 0 1 102 574 0 1 217 244 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 12 1 12 1 1 1 12 1 1 1 1 12 Cap,veh/h 402 0 119 0 0 133 669 915 0 526 915 708 Arrive On Green 0.09 0.00 0.09 0.00 0.00 0.09 0.51 0.51 0.00 0.51 0.51 0.51 Sat Flow,vehlh 1304 0 1362 0 0 1513 857 1786 0 845 1786 1383 Grp Volume(v),veh/h 59 0 23 0 0 1 102 574 0 1 217 244 Grp Sat Flow(s),vehlh/In 1304 0 1362 0 0 1514 857 1786 0 845 1786 1383 Q Serve(g_s),s 1.1 0.0 0.4 0.0 0.0 0.0 1.9 5.8 0.0 0.0 1.7 2.6 Cycle Q Clear(g_c),s 1.1 0.0 0.4 0.0 0.0 0.0 3.6 5.8 0.0 5.8 1.7 2.6 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c),veh/h 402 0 119 0 0 133 669 915 0 526 915 708 V/C Ratio(X) 0.15 0.00 0.19 0.00 0.00 0.01 0.15 0.63 0.00 0.00 0.24 0.34 Avail Cap(c_a),veh/h 1800 0 1580 0 0 1756 4037 7931 0 3847 7931 6140 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 10.9 0.0 10.6 0.0 0.0 10.4 4.4 4.4 0.0 6.5 3.4 3.6 Incr Delay(d2),s/veh 0.2 0.0 0.8 0.0 0.0 0.0 0.1 0.7 0.0 0.0 0.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 0.4 0.0 0.2 0.0 0.0 0.0 0.2 0.7 0.0 0.0 0.2 0.2 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 11.1 0.0 11.4 0.0 0.0 10.4 4.5 5.1 0.0 6.5 3.5 3.9 LnGrp LOS B A B A A B A A A A A A Approach Vol,veh/h 82 1 676 462 Approach Delay,s/veh 11.2 10.4 5.0 3.7 Approach LOS B B A A Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 17.8 7.2 17.8 7.2 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 111.0 29.0 111.0 29.0 Max Q Clear Time(g_c+l1),s 7.8 3.1 7.8 2.0 Green Ext Time(p-c),s 5.0 0.3 2.2 0.0 Intersection Summary HCM 6th Ctrl Delay 4.9 HCM 6th LOS A Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1-Access Alt 2-Mitigated 03/14/2022 Kittelson&Associates, Inc. Page 2 HCM Signalized Intersection Capacity Analysis 2030 PM Access Mit Opt 1-Acc Alt 2-Mitigated 6: Black Cat Road & EW Collector Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(vph) 215 0 89 0 0 1 24 459 0 1 545 57 Future Volume(vph) 215 0 89 0 0 1 24 459 0 1 545 57 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.86 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1527 1366 1542 1527 1782 1693 1782 1366 Flt Permitted 0.76 1.00 1.00 0.29 1.00 0.37 1.00 1.00 Satd. Flow(perm) 1217 1366 1542 470 1782 661 1782 1366 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 239 0 99 0 0 1 27 510 0 1 606 63 RTOR Reduction(vph) 0 67 0 0 1 0 0 0 0 0 0 14 Lane Group Flow(vph) 239 32 0 0 0 0 27 510 0 1 606 49 Heavy Vehicles(%) 12% 1% 12% 1% 1% 1% 12% 1% 1% 1% 1% 12% Parking (#/hr) 0 Turn Type Perm NA NA Perm NA Perm NA Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 6 Actuated Green,G(s) 19.8 19.8 19.8 30.8 30.8 30.8 30.8 30.8 Effective Green,g(s) 19.8 19.8 19.8 30.8 30.8 30.8 30.8 30.8 Actuated g/C Ratio 0.33 0.33 0.33 0.51 0.51 0.51 0.51 0.51 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 397 446 503 238 905 335 905 694 v/s Ratio Prot 0.02 0.00 0.29 c0.34 v/s Ratio Perm c0.20 0.06 0.00 0.04 v/c Ratio 0.60 0.07 0.00 0.11 0.56 0.00 0.67 0.07 Uniform Delay,dl 17.1 14.1 13.7 7.8 10.3 7.3 11.1 7.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 2.6 0.1 0.0 0.2 0.8 0.0 1.9 0.0 Delay(s) 19.7 14.1 13.7 8.0 11.1 7.3 13.0 7.6 Level of Service B B B A B A B A Approach Delay(s) 18.0 13.7 10.9 12.5 Approach LOS B B B B Intersection Summary HCM 2000 Control Delay 13.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length(s) 60.6 Sum of lost time(s) 10.0 Intersection Capacity Utilization 57.9% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1-Acc Alt 2-Mitigated 03/14/2022 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 PM Access Mit Opt 1-Acc Alt 2-Mitigated 6: Black Cat Road & EW Collector Black Cat Industrial (Development Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(veh/h) 215 0 89 0 0 1 24 459 0 1 545 57 Future Volume(veh/h) 215 0 89 0 0 1 24 459 0 1 545 57 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1632 1786 1632 1786 1786 1786 1632 1786 1786 1786 1786 1632 Adj Flow Rate,veh/h 239 0 99 0 0 1 27 510 0 1 606 63 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 12 1 12 1 1 1 12 1 1 1 1 12 Cap,veh/h 534 0 349 0 0 387 335 831 0 426 831 643 Arrive On Green 0.26 0.00 0.26 0.00 0.00 0.26 0.47 0.47 0.00 0.47 0.47 0.47 Sat Flow,vehlh 1304 0 1362 0 0 1513 707 1786 0 897 1786 1383 Grp Volume(v),veh/h 239 0 99 0 0 1 27 510 0 1 606 63 Grp Sat Flow(s),vehlh/In 1304 0 1362 0 0 1514 707 1786 0 897 1786 1383 Q Serve(g_s),s 6.0 0.0 2.1 0.0 0.0 0.0 1.2 7.7 0.0 0.0 9.8 0.9 Cycle Q Clear(g_c),s 6.0 0.0 2.1 0.0 0.0 0.0 11.0 7.7 0.0 7.7 9.8 0.9 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c),veh/h 534 0 349 0 0 387 335 831 0 426 831 643 V/C Ratio(X) 0.45 0.00 0.28 0.00 0.00 0.00 0.08 0.61 0.00 0.00 0.73 0.10 Avail Cap(c_a),veh/h 2164 0 2052 0 0 2280 1703 4284 0 2161 4284 3317 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 1.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 12.2 0.0 10.7 0.0 0.0 9.9 12.2 7.2 0.0 10.1 7.8 5.4 Incr Delay(d2),s/veh 0.6 0.0 0.4 0.0 0.0 0.0 0.1 0.7 0.0 0.0 1.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 2.5 0.0 0.9 0.0 0.0 0.0 0.3 2.8 0.0 0.0 3.8 0.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 12.8 0.0 11.1 0.0 0.0 9.9 12.3 7.9 0.0 10.1 9.0 5.4 LnGrp LOS B A B A A A B A A B A A Approach Vol,veh/h 338 1 537 670 Approach Delay,s/veh 12.3 9.9 8.1 8.7 Approach LOS B A A A Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 21.7 14.2 21.7 14.2 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 86.0 54.0 86.0 54.0 Max Q Clear Time(g_c+l1),s 13.0 8.0 11.8 2.0 Green Ext Time(p-c),s 3.7 1.5 4.5 0.0 Intersection Summary HCM 6th Ctrl Delay 9.3 HCM 6th LOS A Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1-Acc Alt 2-Mitigated 03/14/2022 Kittelson&Associates, Inc. Page 2 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 1 59: N-S Collector & Franklin Road/Franklin Road TWLTL Black Cat Industrial Development Intersection Int Delay,s/veh 115.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r Vii Vii Traffic Vol,veh/h 0 986 66 16 1484 1 245 0 63 1 0 0 Future Vol,veh/h 0 986 66 16 1484 1 245 0 63 1 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 100 100 100 - 100 - - Veh in Median Storage,# - 0 - - 0 - Grade, % - 0 - - 0 - 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 1 12 12 1 2 12 2 12 2 2 2 Mvmt Flow 0 1096 73 18 1649 1 272 0 70 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1650 0 0 1169 0 0 2782 2782 1096 2854 2855 1650 Stage 1 - - - - - - 1096 1096 - 1686 1686 - Stage 2 - - - - 1686 1686 - 1168 1169 - Critical Hdwy 4.12 - 4.22 - 7.22 6.52 6.32 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.22 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.22 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.308 - 3.608 4.018 3.408 3.518 4.018 3.318 Pot Cap-1 Maneuver 391 - 563 - —11 19 248 11 17 122 Stage 1 - - - - —247 289 - 119 150 - Stage 2 - - - - —112 150 - 236 267 - Platoon blocked,% - - Mov Cap-1 Maneuver 391 - 563 - —11 18 248 8 16 122 Mov Cap-2 Maneuver - - - - —73 95 - 64 90 - Stage 1 - - - —247 289 - 119 145 Stage 2 - - — 108 145 - 169 267 Approach EB WB NB SIB HCM Control Delay,s 0 0.1 $ 1076.1 62.2 HCM LOS F F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 73 248 391 - 563 - 64 HCM Lane V/C Ratio 3.729 0.282 - - 0.032 - 0.017 HCM Control Delay(s) $1346.4 25.1 0 - 11.6 - 62.2 HCM Lane LOS F D A - B - F HCM 95th%tile Q(veh) 28.5 1.1 0 - 0.1 - 0.1 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 03/14/2022 Kittelson&Associates, Inc. Page 1 HCM Signalized Intersection Capacity Analysis 2030 PM Access Mit Opt 1-Acc Alt 1-Mitigated 59: N-S Collector & Franklin Road/Franklin Road 3x3 Sig Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r Traffic Volume(vph) 0 986 66 16 1484 1 245 0 63 1 0 0 Future Volume(vph) 0 986 66 16 1484 1 245 0 63 1 0 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 1.00 Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow(prot) 1782 1229 1527 1782 1527 1366 1676 Flt Permitted 1.00 1.00 0.15 1.00 0.76 1.00 0.71 Satd. Flow(perm) 1782 1229 240 1782 1217 1366 1255 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 0 1096 73 18 1649 1 272 0 70 1 0 0 RTOR Reduction(vph) 0 0 8 0 0 0 0 58 0 0 0 0 Lane Group Flow(vph) 0 1096 65 18 1650 0 272 12 0 0 1 0 Heavy Vehicles(%) 2% 1% 12% 12% 1% 2% 12% 2% 12% 2% 2% 2% Parking (#/hr) 0 0 Turn Type Perm NA Perm Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 4 8 2 6 Actuated Green,G(s) 113.0 113.0 113.0 113.0 26.0 26.0 26.0 Effective Green,g(s) 113.0 113.0 113.0 113.0 26.0 26.0 26.0 Actuated g/C Ratio 0.75 0.75 0.75 0.75 0.17 0.17 0.17 Clearance Time(s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 1342 925 180 1342 210 236 217 v/s Ratio Prot 0.61 c0.93 0.01 v/s Ratio Perm 0.05 0.07 c0.22 0.00 v/c Ratio 0.82 0.07 0.10 1.23 1.30 0.05 0.00 Uniform Delay,dl 11.9 4.8 4.9 18.5 62.0 51.7 51.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 4.0 0.0 0.2 110.0 163.4 0.1 0.0 Delay(s) 15.8 4.9 5.2 128.5 225.4 51.8 51.3 Level of Service B A A F F D D Approach Delay(s) 15.1 127.2 189.9 51.3 Approach LOS B F F D Intersection Summary HCM 2000 Control Delay 92.7 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.24 Actuated Cycle Length(s) 150.0 Sum of lost time(s) 11.0 Intersection Capacity Utilization 105.1% ICU Level of Service G Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1-Acc Alt 1-Mitigated 03/14/2022 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 PM Access Mit Opt 1-Acc Alt 1-Mitigated 59: N-S Collector & Franklin Road/Franklin Road 3x3 Sig Black Cat Industrial (Development -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r Traffic Volume(veh/h) 0 986 66 16 1484 1 245 0 63 1 0 0 Future Volume(veh/h) 0 986 66 16 1484 1 245 0 63 1 0 0 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1772 1786 1632 1632 1786 1772 1632 1772 1632 1772 1772 1772 Adj Flow Rate,veh/h 0 1096 73 18 1649 1 272 0 70 1 0 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 1 12 12 1 2 12 2 12 2 2 2 Cap,veh/h 48 1345 937 208 1344 1 286 0 234 219 0 0 Arrive On Green 0.00 0.75 0.75 0.75 0.75 0.75 0.17 0.00 0.17 0.17 0.00 0.00 Sat Flow,vehlh 303 1786 1244 442 1785 1 1305 0 1351 984 0 0 Grp Volume(v),veh/h 0 1096 73 18 0 1650 272 0 70 1 0 0 Grp Sat Flow(s),vehlh/In 303 1786 1244 442 0 1786 1305 0 1351 984 0 0 Q Serve(g_s),s 0.0 58.8 2.3 4.1 0.0 113.0 19.1 0.0 6.8 0.1 0.0 0.0 Cycle Q Clear(g_c),s 0.0 58.8 2.3 62.8 0.0 113.0 26.0 0.0 6.8 6.9 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Lane Grp Cap(c),veh/h 48 1345 937 208 0 1345 286 0 234 219 0 0 V/C Ratio(X) 0.00 0.81 0.08 0.09 0.00 1.23 0.95 0.00 0.30 0.00 0.00 0.00 Avail Cap(c_a),veh/h 48 1345 937 208 0 1345 286 0 234 219 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay(d),s/veh 0.0 11.8 4.8 31.9 0.0 18.5 63.2 0.0 54.1 57.0 0.0 0.0 Incr Delay(d2),s/veh 0.0 4.0 0.0 0.2 0.0 108.7 40.4 0.0 0.7 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 0.0 27.2 0.9 0.8 0.0 107.4 19.8 0.0 4.3 0.1 0.0 0.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 0.0 15.8 4.9 32.1 0.0 127.2 103.6 0.0 54.8 57.1 0.0 0.0 LnGrp LOS A B A C A F F A D E A A Approach Vol,veh/h 1169 1668 342 1 Approach Delay,s/veh 15.1 126.2 93.6 57.1 Approach LOS B F F E Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 31.0 119.0 31.0 119.0 Change Period (Y+Rc),s 5.0 6.0 5.0 6.0 Max Green Setting(Gmax),s 26.0 113.0 26.0 113.0 Max Q Clear Time(g_c+l1),s 28.0 60.8 8.9 115.0 Green Ext Time(p-c),s 0.0 11.7 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 81.8 HCM 6th LOS F Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1-Acc Alt 1-Mitigated 03/14/2022 Kittelson&Associates, Inc. Page 2 HCM Signalized Intersection Capacity Analysis 2030 PM Access Mit Opt 1-Acc Alt 1-Mitigated 59: N-S Collector & Franklin Road Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t Traffic Volume(vph) 0 986 66 16 1484 1 245 0 63 1 0 0 Future Volume(vph) 0 986 66 16 1484 1 245 0 63 1 0 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 *0.85 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 1.00 Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow(prot) 1782 1229 1527 3029 1527 1366 1676 Flt Permitted 1.00 1.00 0.08 1.00 0.76 1.00 0.71 Satd. Flow(perm) 1782 1229 126 3029 1217 1366 1255 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 0 1096 73 18 1649 1 272 0 70 1 0 0 RTOR Reduction(vph) 0 0 11 0 0 0 0 53 0 0 0 0 Lane Group Flow(vph) 0 1096 62 18 1650 0 272 17 0 0 1 0 Heavy Vehicles(%) 2% 1% 12% 12% 1% 2% 12% 2% 12% 2% 2% 2% Parking (#/hr) 0 0 Turn Type Perm NA Perm Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 4 8 2 6 Actuated Green,G(s) 74.6 74.6 74.6 74.6 27.1 27.1 27.1 Effective Green,g(s) 74.6 74.6 74.6 74.6 27.1 27.1 27.1 Actuated g/C Ratio 0.66 0.66 0.66 0.66 0.24 0.24 0.24 Clearance Time(s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 1179 813 83 2004 292 328 301 v/s Ratio Prot c0.61 0.54 0.01 v/s Ratio Perm 0.05 0.14 c0.22 0.00 v/c Ratio 0.93 0.08 0.22 0.82 0.93 0.05 0.00 Uniform Delay,dl 16.7 6.8 7.5 14.2 41.9 32.9 32.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 12.6 0.0 1.3 2.9 34.9 0.1 0.0 Delay(s) 29.3 6.8 8.8 17.0 76.8 33.0 32.5 Level of Service C A A B E C C Approach Delay(s) 27.9 16.9 67.8 32.5 Approach LOS C B E C Intersection Summary HCM 2000 Control Delay 26.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.93 Actuated Cycle Length(s) 112.7 Sum of lost time(s) 11.0 Intersection Capacity Utilization 77.4% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1-Acc Alt 1-Mitigated 03/14/2022 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 PM Access Mit Opt 1-Acc Alt 1-Mitigated 59: N-S Collector & Franklin Road Black Cat Industrial (Development --1. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t Traffic Volume(veh/h) 0 986 66 16 1484 1 245 0 63 1 0 0 Future Volume(veh/h) 0 986 66 16 1484 1 245 0 63 1 0 0 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1772 1786 1632 1632 1786 1772 1632 1772 1632 1772 1772 1772 Adj Flow Rate,veh/h 0 1096 73 18 1649 1 272 0 70 1 0 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 1 12 12 1 2 12 2 12 2 2 2 Cap,veh/h 63 1231 858 149 2276 1 354 0 291 292 0 0 Arrive On Green 0.00 0.69 0.69 0.69 0.69 0.69 0.22 0.00 0.22 0.22 0.00 0.00 Sat Flow,vehlh 303 1786 1244 442 3302 2 1305 0 1351 1066 0 0 Grp Volume(v),veh/h 0 1096 73 18 758 892 272 0 70 1 0 0 Grp Sat Flow(s),vehlh/In 303 1786 1244 442 1518 1786 1305 0 1351 1066 0 0 Q Serve(g_s),s 0.0 56.9 2.2 3.9 35.7 35.7 17.6 0.0 4.9 0.1 0.0 0.0 Cycle Q Clear(g_c),s 0.0 56.9 2.2 60.8 35.7 35.7 22.6 0.0 4.9 5.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Lane Grp Cap(c),veh/h 63 1231 858 149 1046 1231 354 0 291 292 0 0 V/C Ratio(X) 0.00 0.89 0.09 0.12 0.72 0.72 0.77 0.00 0.24 0.00 0.00 0.00 Avail Cap(c_a),veh/h 151 1752 1221 278 1489 1752 368 0 305 306 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay(d),s/veh 0.0 14.4 5.9 38.9 11.1 11.1 44.0 0.0 37.4 39.5 0.0 0.0 Incr Delay(d2),s/veh 0.0 4.5 0.0 0.4 1.0 0.9 9.1 0.0 0.4 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 0.0 26.3 0.9 0.8 14.8 16.8 13.2 0.0 3.0 0.0 0.0 0.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 0.0 18.9 6.0 39.2 12.1 12.0 53.1 0.0 37.8 39.5 0.0 0.0 LnGrp LOS A B A D B B D A D D A A Approach Vol,veh/h 1169 1668 342 1 Approach Delay,s/veh 18.1 12.4 50.0 39.5 Approach LOS B B D D Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 29.8 85.4 29.8 85.4 Change Period (Y+Rc),s 5.0 6.0 5.0 6.0 Max Green Setting(Gmax),s 26.0 113.0 26.0 113.0 Max Q Clear Time(g_c+l1),s 24.6 58.9 7.0 62.8 Green Ext Time(p-c),s 0.2 11.7 0.0 16.6 Intersection Summary HCM 6th Ctrl Delay 18.5 HCM 6th LOS B Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1-Acc Alt 1-Mitigated 03/14/2022 Kittelson&Associates, Inc. Page 2 HCM 6th Roundabout 2030 PM Access Mit Opt 1 - Access Alt 1 59: N-S Collector & Franklin Road/Franklin Road Roundabout Black Cat Industrial Development Intersection Intersection Delay,s/veh 15.5 Intersection LOS C Approach EB WB NB SIB Entry Lanes 2 2 1 1 Conflicting Circle Lanes 2 2 2 2 Adj Approach Flow,veh/h 1169 1668 342 1 Demand Flow Rate,veh/h 1189 1686 383 1 Vehicles Circulating,veh/h 21 305 1108 1990 Vehicles Exiting,veh/h 1970 1186 102 1 Ped Vol Crossing Leg,#/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay,s/veh 7.0 19.4 25.5 13.8 Approach LOS A C D B Lane Left Right Left Right Left Left Designated Moves LT TR LT TR LTR LTR Assumed Moves LT TR LT TR LTR LTR RT Channelized Lane Util 0.470 0.530 0.470 0.530 1.000 1.000 Follow-Up Headway,s 2.667 2.535 2.667 2.535 2.535 2.535 Critical Headway,s 4.645 4.328 4.645 4.328 4.328 4.328 Entry Flow,veh/h 559 630 792 894 383 1 Cap Entry Lane,veh/h 1324 1395 1020 1096 554 262 Entry HV Adj Factor 0.983 0.983 0.990 0.989 0.893 1.000 Flow Entry,veh/h 549 620 784 884 342 1 Cap Entry,veh/h 1301 1372 1009 1083 494 262 V/C Ratio 0.422 0.452 0.777 0.816 0.692 0.004 Control Delay,s/veh 6.9 7.0 18.6 20.2 25.5 13.8 LOS A A C C D B 95th%tile Queue,veh 2 2 8 10 5 0 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 03/14/2022 Kittelson&Associates, Inc. Page 1 HCM Signalized Intersection Capacity Analysis 2030 AM Mit Opt 1 - Access Alt 1 - Mitigated 59: N-S Collector & Franklin Road Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t Traffic Volume(vph) 0 742 251 65 654 1 59 0 15 1 0 0 Future Volume(vph) 0 742 251 65 654 1 59 0 15 1 0 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 Lane Util. Factor *0.85 1.00 1.00 *0.85 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 1.00 Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow(prot) 3000 1366 1527 2914 1527 1366 1710 Flt Permitted 1.00 1.00 0.15 1.00 0.76 1.00 0.75 Satd. Flow(perm) 3000 1366 247 2914 1217 1366 1343 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 0 824 279 72 727 1 66 0 17 1 0 0 RTOR Reduction(vph) 0 0 137 0 0 0 0 8 0 0 0 0 Lane Group Flow(vph) 0 824 142 72 728 0 66 9 0 0 1 0 Heavy Vehicles(%) 2% 2% 12% 12% 5% 5% 12% 12% 12% 0% 0% 0% Turn Type Perm NA Perm Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 4 8 2 6 Actuated Green,G(s) 56.5 56.5 56.5 56.5 82.5 82.5 82.5 Effective Green,g(s) 56.5 56.5 56.5 56.5 82.5 82.5 82.5 Actuated g/C Ratio 0.38 0.38 0.38 0.38 0.55 0.55 0.55 Clearance Time(s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 1130 514 93 1097 669 751 738 v/s Ratio Prot 0.27 0.25 0.01 v/s Ratio Perm 0.10 c0.29 c0.05 0.00 v/c Ratio 0.73 0.28 0.77 0.66 0.10 0.01 0.00 Uniform Delay,d1 40.2 32.5 41.1 38.9 16.1 15.3 15.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 2.4 0.3 32.2 1.5 0.3 0.0 0.0 Delay(s) 42.6 32.8 73.3 40.4 16.4 15.3 15.2 Level of Service D C E D B B B Approach Delay(s) 40.1 43.3 16.1 15.2 Approach LOS D D B B Intersection Summary HCM 2000 Control Delay 40.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.37 Actuated Cycle Length(s) 150.0 Sum of lost time(s) 11.0 Intersection Capacity Utilization 44.2% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 1 -Mitigated 03/14/2022 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 AM Mit Opt 1 - Access Alt 1 - Mitigated 59: N-S Collector & Franklin Road Black Cat Industrial (Development --1. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t Traffic Volume(veh/h) 0 742 251 65 654 1 59 0 15 1 0 0 Future Volume(veh/h) 0 742 251 65 654 1 59 0 15 1 0 0 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1772 1772 1632 1632 1730 1730 1632 1632 1632 1800 1800 1800 Adj Flow Rate,veh/h 0 824 279 72 727 1 66 0 17 1 0 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 12 12 5 5 12 12 12 0 0 0 Cap,veh/h 48 1252 575 140 1328 2 716 0 706 764 0 0 Arrive On Green 0.00 0.42 0.42 0.42 0.42 0.42 0.51 0.00 0.51 0.51 0.00 0.00 Sat Flow,vehlh 727 3012 1383 471 3195 4 1305 0 1383 1401 0 0 Grp Volume(v),veh/h 0 824 279 72 335 393 66 0 17 1 0 0 Grp Sat Flow(s),vehlh/In 727 1506 1383 471 1470 1729 1305 0 1383 1401 0 0 Q Serve(g_s),s 0.0 33.0 22.2 21.8 25.8 25.8 2.7 0.0 0.9 0.1 0.0 0.0 Cycle Q Clear(g_c),s 0.0 33.0 22.2 54.8 25.8 25.8 3.7 0.0 0.9 1.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Lane Grp Cap(c),veh/h 48 1252 575 140 611 719 716 0 706 764 0 0 V/C Ratio(X) 0.00 0.66 0.49 0.51 0.55 0.55 0.09 0.00 0.02 0.00 0.00 0.00 Avail Cap(c_a),veh/h 245 2068 949 268 1010 1187 716 0 706 764 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay(d),s/veh 0.0 35.2 32.1 57.3 33.1 33.1 18.8 0.0 18.2 18.4 0.0 0.0 Incr Delay(d2),s/veh 0.0 0.6 0.6 2.9 0.8 0.7 0.3 0.0 0.1 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 0.0 17.4 11.7 4.8 14.0 16.0 2.3 0.0 0.6 0.0 0.0 0.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 0.0 35.8 32.7 60.2 33.9 33.8 19.1 0.0 18.2 18.4 0.0 0.0 LnGrp LOS A D C E C C B A B B A A Approach Vol,veh/h 1103 800 83 1 Approach Delay,s/veh 35.0 36.2 18.9 18.4 Approach LOS D D B B Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 81.6 68.4 81.6 68.4 Change Period (Y+Rc),s 5.0 6.0 5.0 6.0 Max Green Setting(Gmax),s 36.0 103.0 36.0 103.0 Max Q Clear Time(g_c+l1),s 5.7 35.0 3.0 56.8 Green Ext Time(p-c),s 0.3 7.3 0.0 5.6 Intersection Summary HCM 6th Ctrl Delay 34.8 HCM 6th LOS C Black Cat Industrial Development 11:59 pm 11/18/2021 2030 AM Mit Opt 1 -Access Alt 1 -Mitigated 03/14/2022 Kittelson&Associates, Inc. Page 2 HCM Signalized Intersection Capacity Analysis 2030 PM Access Mit Opt 1-Acc Alt 1-Mitigated 59: N-S Collector & Franklin Road Black Cat Industrial (Development -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t Traffic Volume(vph) 0 986 66 16 1484 1 245 0 63 1 0 0 Future Volume(vph) 0 986 66 16 1484 1 245 0 63 1 0 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 Lane Util. Factor *0.85 1.00 1.00 *0.85 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 1.00 Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow(prot) 3030 1229 1527 3029 1527 1366 1676 Flt Permitted 1.00 1.00 0.17 1.00 0.76 1.00 0.71 Satd. Flow(perm) 3030 1229 281 3029 1217 1366 1255 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 0 1096 73 18 1649 1 272 0 70 1 0 0 RTOR Reduction(vph) 0 0 21 0 0 0 0 52 0 0 0 0 Lane Group Flow(vph) 0 1096 52 18 1650 0 272 18 0 0 1 0 Heavy Vehicles(%) 2% 1% 12% 12% 1% 2% 12% 2% 12% 2% 2% 2% Parking (#/hr) 0 0 Turn Type Perm NA Perm Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 4 8 2 6 Actuated Green,G(s) 63.0 63.0 63.0 63.0 26.5 26.5 26.5 Effective Green,g(s) 63.0 63.0 63.0 63.0 26.5 26.5 26.5 Actuated g/C Ratio 0.63 0.63 0.63 0.63 0.26 0.26 0.26 Clearance Time(s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 1899 770 176 1898 320 360 330 v/s Ratio Prot 0.36 c0.54 0.01 v/s Ratio Perm 0.04 0.06 c0.22 0.00 v/c Ratio 0.58 0.07 0.10 0.87 0.85 0.05 0.00 Uniform Delay,dl 11.0 7.3 7.5 15.4 35.1 27.6 27.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.4 0.0 0.3 4.5 18.6 0.1 0.0 Delay(s) 11.4 7.3 7.7 19.9 53.7 27.7 27.3 Level of Service B A A B D C C Approach Delay(s) 11.1 19.8 48.4 27.3 Approach LOS B B D C Intersection Summary HCM 2000 Control Delay 19.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.86 Actuated Cycle Length(s) 100.5 Sum of lost time(s) 11.0 Intersection Capacity Utilization 65.9% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1-Acc Alt 1-Mitigated 03/14/2022 Kittelson&Associates, Inc. Page 1 HCM 6th Signalized Intersection Summary 2030 PM Access Mit Opt 1-Acc Alt 1-Mitigated 59: N-S Collector & Franklin Road Black Cat Industrial (Development --1. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t Traffic Volume(veh/h) 0 986 66 16 1484 1 245 0 63 1 0 0 Future Volume(veh/h) 0 986 66 16 1484 1 245 0 63 1 0 0 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1772 1786 1632 1632 1786 1772 1632 1772 1632 1772 1772 1772 Adj Flow Rate,veh/h 0 1096 73 18 1649 1 272 0 70 1 0 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 1 12 12 1 2 12 2 12 2 2 2 Cap,veh/h 93 1907 782 278 2074 1 404 0 311 343 0 0 Arrive On Green 0.00 0.63 0.63 0.63 0.63 0.63 0.23 0.00 0.23 0.23 0.00 0.00 Sat Flow,vehlh 303 3036 1244 442 3302 2 1305 0 1351 1087 0 0 Grp Volume(v),veh/h 0 1096 73 18 758 892 272 0 70 1 0 0 Grp Sat Flow(s),vehlh/In 303 1518 1244 442 1518 1786 1305 0 1351 1087 0 0 Q Serve(g_s),s 0.0 16.3 1.8 1.9 28.8 28.8 11.6 0.0 3.3 0.0 0.0 0.0 Cycle Q Clear(g_c),s 0.0 16.3 1.8 18.2 28.8 28.8 14.9 0.0 3.3 3.3 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Lane Grp Cap(c),veh/h 93 1907 782 278 954 1122 404 0 311 343 0 0 V/C Ratio(X) 0.00 0.57 0.09 0.06 0.79 0.80 0.67 0.00 0.23 0.00 0.00 0.00 Avail Cap(c_a),veh/h 344 4422 1812 644 2211 2601 541 0 453 483 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(() 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay(d),s/veh 0.0 8.4 5.7 13.7 10.7 10.7 28.5 0.0 24.3 25.6 0.0 0.0 Incr Delay(d2),s/veh 0.0 0.3 0.1 0.1 1.6 1.3 2.0 0.0 0.4 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 0.0 6.7 0.6 0.3 11.1 12.6 8.5 0.0 1.9 0.0 0.0 0.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 0.0 8.7 5.7 13.8 12.3 12.0 30.5 0.0 24.6 25.6 0.0 0.0 LnGrp LOS A A A B B B C A C C A A Approach Vol,veh/h 1169 1668 342 1 Approach Delay,s/veh 8.5 12.2 29.3 25.6 Approach LOS A B C C Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 22.8 54.7 22.8 54.7 Change Period (Y+Rc),s 5.0 6.0 5.0 6.0 Max Green Setting(Gmax),s 26.0 113.0 26.0 113.0 Max Q Clear Time(g_c+l1),s 16.9 18.3 5.3 30.8 Green Ext Time(p-c),s 0.9 9.4 0.0 18.0 Intersection Summary HCM 6th Ctrl Delay 12.7 HCM 6th LOS B Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1-Acc Alt 1-Mitigated 03/14/2022 Kittelson&Associates, Inc. Page 2 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 1 - Threshold Sensitivity 59: N-S Collector 50% Site & Franklin Road/Franklin Road TWLTL-4.5yr@aG4AM11PdustriaI Development Intersection Int Delay,s/veh 7.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r Traffic Vol,veh/h 0 697 33 8 1050 1 121 0 31 1 0 0 Future Vol,veh/h 0 697 33 8 1050 1 121 0 31 1 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 100 100 100 - 100 - - Veh in Median Storage,# - 0 - - 0 - Grade, % - 0 - - 0 - 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 1 12 12 1 2 12 2 12 2 2 2 Mvmt Flow 0 774 37 9 1167 1 134 0 34 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1168 0 0 811 0 0 1960 1960 774 1996 1997 1168 Stage 1 - - - - - - 774 774 - 1186 1186 - Stage 2 - - - - 1186 1186 - 810 811 - Critical Hdwy 4.12 - 4.22 - 7.22 6.52 6.32 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.22 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.22 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.308 - 3.608 4.018 3.408 3.518 4.018 3.318 Pot Cap-1 Maneuver 598 - 773 - -45 63 383 45 60 235 Stage 1 - - - - 377 408 - 230 262 - Stage 2 - - - - 220 262 - 374 393 - Platoon blocked,% - - Mov Cap-1 Maneuver 598 - 773 - -45 62 383 41 59 235 Mov Cap-2 Maneuver - - - - 144 171 - 142 167 - Stage 1 - - 377 408 - 230 259 Stage 2 - - 217 259 - 340 393 Approach EB WB NB SIB HCM Control Delay,s 0 0.1 97.5 30.6 HCM LOS F D Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 144 383 598 - 773 - 142 HCM Lane V/C Ratio 0.934 0.09 - - 0.011 - 0.008 HCM Control Delay(s) 118.6 15.3 0 - 9.7 0 - 30.6 HCM Lane LOS F C A - A A - D HCM 95th%tile Q(veh) 6.5 0.3 0 - 0 - - 0 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 -Threshold Sensitivity 03/17/2022 Kittelson&Associates, Inc. Page 1 Appendix N 2030 Mitigation Option 1 Improvement Threshold Analysis Mitigation Threshold Calculations -Acces Mitigation Option 1 (N-S Collector to Franklin Road) SF 2214000 Volumes(Pk Dir for Seg or TEV for Intl Site Trips- 886 Percent Pement of Refined Refined Year Additions Growth of Approxima Site Percent Approx Year Assuming I Trips Site Trip ACHD Traffic at to Year to Development Growth of based on first year that Can Generation Threshold ACHD Reach Ops Tested Traffic at Testing and of Actual be Added Site Site Threshold Existind Exist Site Existing (V/C or 2030 2030 Base Study Threshold-Calculated for ACHD 2021 Base Dev Doc Above Traffic% Traffic% (AMB,PM are 2030 Background Peak Deficiency? Crit Mvmt Volume BK Vol Traffic Total V/C Sag Vol BK V/C Total Year Year Calculated Threshold Intersections Threshold Year starts 2022 Existing AM PM SF Amount Same) 2030 Total Franklin Road(Black Cal to Site Access D) PM Yes Added Due to Site Access D 2.0% 1.1% Franklin Road(Site Access D to McDermott) PM Yes See Base Access Option 25.3% 14.2% Black Cat Rd(Access A to Franklin) PM No INS 211 455 287 742 575 2021 2030 69% 2027.2 69% 2027.2 2028.2 364 60.5% 38.7% 1,517,695 607 Black Cat Rd/Access A(E-W Collector)ALT 1 PM No EB 0.001 1 2.41 2021 2030 41% 2024.7 55% 55% 2026.0 2027.0 273 47.0% 33.5% 1,217,700 487 Black Cat Rd/Access A(E-W Collector)ALT 1-TWLTL PM EB 0.0001 1 1.08 2021 2030 93% 2029.3 88% 88% 2028.9 2029.9 436 1,948,320 780 Black Cat Rd/Access A(E-W Collector)ALT 2 PM No EB 0.001 1 1.84 2021 2030 54% 2025.9 66% 66% 2026.9 2027.9 254 36.9% 29.1% 1,461,240 585 Site Access D(N-S CoI)/Franklin-No TWLTL PM 0.0001 1 5.61 2021 2030 18% 2022.6 25% 25% 2023.3 2024.3 21.8% 13.6% 553,500 222 Site Access D(N-S CcYFranklin-Interim TWLTL PM 0.0001 1 3 2021 2030 33% 2024.0 50% 50% 2025.5 2026.5 1,107,000 443 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 1 - Threshold Sensitivity 6: Black Cat Road/5 yr 82 Per of Tot & EW Collector/55 Percent Black Cat Industrial Development Intersection Int Delay,s/veh 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 158 0 58 0 0 1 15 374 0 1 435 42 Future Vol,veh/h 158 0 58 0 0 1 15 374 0 1 435 42 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 1 12 1 1 1 12 1 1 1 1 12 Mvmt Flow 176 0 64 0 0 1 17 416 0 1 483 47 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 960 959 507 991 982 416 530 0 0 416 0 0 Stage 1 509 509 - 450 450 - - - - - - - Stage 2 451 450 - 541 532 - - - - - Critical Hdwy 7.22 6.51 6.32 7.11 6.51 6.21 4.22 - 4.11 - Critical Hdwy Stg 1 6.22 5.51 - 6.11 5.51 - - - - - Critical Hdwy Stg 2 6.22 5.51 - 6.11 5.51 - - - - - Follow-up Hdwy 3.608 4.009 3.408 3.509 4.009 3.309 2.308 2.209 - Pot Cap-1 Maneuver 227 258 546 226 250 639 988 - 1148 - Stage 1 529 540 - 590 573 - - - - - Stage 2 569 573 - 527 527 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 223 252 546 196 244 639 988 - 1148 - Mov Cap-2 Maneuver 223 252 - 196 244 - - - - - Stage 1 517 539 - 577 560 - - - Stage 2 556 560 - 464 526 - - - Approach EB WB NB SIB HCM Control Delay,s 74.7 10.6 0.3 0 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 988 - 265 639 1148 - HCM Lane V/C Ratio 0.017 - 0.906 0.002 0.001 - HCM Control Delay(s) 8.7 0 74.7 10.6 8.1 0 - HCM Lane LOS A A F B A A - HCM 95th%tile Q(veh) 0.1 - 8.1 0 0 - - Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 -Threshold Sensitivity 03/18/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 1 - Threshold Sensitivity 6: Black Cat Road/TWLTL 8 Yrs Growth & EW Collector/88 Percent of gA[Wk Cat Industrial Development Intersection Int Delay,s/veh 15.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '+ + r Traffic Vol,veh/h 253 0 92 0 0 1 25 433 0 1 529 67 Future Vol,veh/h 253 0 92 0 0 1 25 433 0 1 529 67 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - - None Storage Length 100 - - 100 - 100 - 100 Veh in Median Storage,# - 1 - 1 - 0 - - 0 - Grade, % - 0 - 0 - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 1 12 1 1 1 12 1 1 1 1 12 Mvmt Flow 281 0 102 0 0 1 28 481 0 1 588 74 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1128 1127 588 1215 1201 481 662 0 0 481 0 0 Stage 1 590 590 - 537 537 - - - - - - - Stage 2 538 537 - 678 664 - - - - - Critical Hdwy 7.22 6.51 6.32 7.11 6.51 6.21 4.22 - 4.11 - Critical Hdwy Stg 1 6.22 5.51 - 6.11 5.51 - - - - - Critical Hdwy Stg 2 6.22 5.51 - 6.11 5.51 - - - - - Follow-up Hdwy 3.608 4.009 3.408 3.509 4.009 3.309 2.308 2.209 - Pot Cap-1 Maneuver —173 205 491 159 186 587 881 - 1087 - Stage 1 477 497 - 530 524 - - - - - Stage 2 510 524 - 444 460 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver —168 198 491 123 180 587 881 - 1087 - Mov Cap-2 Maneuver 294 319 - 233 294 - - - - - Stage 1 462 497 - 513 507 - - - Stage 2 493 507 - 351 460 - - - Approach EB WB NB SIB HCM Control Delay,s 62.9 11.1 0.5 0 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity(veh/h) 881 - 294 491 587 1087 - HCM Lane V/C Ratio 0.032 - 0.956 0.208 0.002 0.001 - HCM Control Delay(s) 9.2 - 80.6 14.2 11.1 8.3 - HCM Lane LOS A - F B B A - HCM 95th%tile Q(veh) 0.1 - 9.5 0.8 0 0 - Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 -Threshold Sensitivity 03/18/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 1 - Threshold Sensitivity 59: N-S Collector 25 Per Site & Franklin Road/Franklin Road TWLTL-2- GMthstrial Development Intersection Int Delay,s/veh 8.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 586 16 4 883 1 61 0 16 1 0 0 Future Vol,veh/h 0 586 16 4 883 1 61 0 16 1 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 1 12 12 1 2 12 2 12 2 2 2 Mvmt Flow 0 651 18 4 981 1 68 0 18 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 982 0 0 669 0 0 1650 1650 660 1659 1659 982 Stage 1 - - - - - - 660 660 - 990 990 - Stage 2 - - - - 990 990 - 669 669 - Critical Hdwy 4.12 - 4.22 - 7.22 6.52 6.32 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.22 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.22 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.308 - 3.608 4.018 3.408 3.518 4.018 3.318 Pot Cap-1 Maneuver 703 - 876 - 75 99 446 78 98 302 Stage 1 - - - - 436 460 - 297 324 - Stage 2 - - - - 284 324 - 447 456 - Platoon blocked,% - - Mov Cap-1 Maneuver 703 - 876 - 74 98 446 74 97 302 Mov Cap-2 Maneuver - - - 74 98 - 74 97 - Stage 1 - - 436 460 - 297 321 Stage 2 - - 281 321 - 429 456 Approach EB WB NB SIB HCM Control Delay,s 0 0 165.2 54.4 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 90 703 - 876 - 74 HCM Lane V/C Ratio 0.951 - - 0.005 - 0.015 HCM Control Delay(s) 165.2 0 - 9.1 0 54.4 HCM Lane LOS F A - A A F HCM 95th%tile Q(veh) 5.4 0 - 0 - 0 Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 -Threshold Sensitivity 03/18/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 1 - Threshold Sensitivity 59: N-S Collector 50% Site & Franklin Road/Franklin Road TWLTL-4.5yr@aG4AM11PdustriaI Development Intersection Int Delay,s/veh 7.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r Traffic Vol,veh/h 0 697 33 8 1050 1 121 0 31 1 0 0 Future Vol,veh/h 0 697 33 8 1050 1 121 0 31 1 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 100 100 100 - 100 - - Veh in Median Storage,# - 0 - - 0 - Grade, % - 0 - - 0 - 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 1 12 12 1 2 12 2 12 2 2 2 Mvmt Flow 0 774 37 9 1167 1 134 0 34 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1168 0 0 811 0 0 1960 1960 774 1996 1997 1168 Stage 1 - - - - - - 774 774 - 1186 1186 - Stage 2 - - - - 1186 1186 - 810 811 - Critical Hdwy 4.12 - 4.22 - 7.22 6.52 6.32 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.22 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.22 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.308 - 3.608 4.018 3.408 3.518 4.018 3.318 Pot Cap-1 Maneuver 598 - 773 - -45 63 383 45 60 235 Stage 1 - - - - 377 408 - 230 262 - Stage 2 - - - - 220 262 - 374 393 - Platoon blocked,% - - Mov Cap-1 Maneuver 598 - 773 - -45 62 383 41 59 235 Mov Cap-2 Maneuver - - - - 144 171 - 142 167 - Stage 1 - - 377 408 - 230 259 Stage 2 - - 217 259 - 340 393 Approach EB WB NB SIB HCM Control Delay,s 0 0.1 97.5 30.6 HCM LOS F D Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 144 383 598 - 773 - 142 HCM Lane V/C Ratio 0.934 0.09 - - 0.011 - 0.008 HCM Control Delay(s) 118.6 15.3 0 - 9.7 0 - 30.6 HCM Lane LOS F C A - A A - D HCM 95th%tile Q(veh) 6.5 0.3 0 - 0 - - 0 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 1 -Threshold Sensitivity 03/17/2022 Kittelson&Associates, Inc. Page 1 HCM 6th TWSC 2030 PM Access Mit Opt 1 - Access Alt 2 6: Black Cat Road/86 Percent Tot & EW Collector/66 Percent Site Black Cat Industrial Development Intersection Int Delay,s/veh 14.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 142 0 59 0 0 1 16 387 0 1 471 38 Future Vol,veh/h 142 0 59 0 0 1 16 387 0 1 471 38 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 - Grade, % 0 - 0 - 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 12 1 12 1 1 1 12 1 1 1 1 12 Mvmt Flow 158 0 66 0 0 1 18 430 0 1 523 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1013 1012 544 1045 1033 430 565 0 0 430 0 0 Stage 1 546 546 - 466 466 - - - - - - - Stage 2 467 466 - 579 567 - - - - - Critical Hdwy 7.22 6.51 6.32 7.11 6.51 6.21 4.22 - 4.11 - Critical Hdwy Stg 1 6.22 5.51 - 6.11 5.51 - - - - - Critical Hdwy Stg 2 6.22 5.51 - 6.11 5.51 - - - - - Follow-up Hdwy 3.608 4.009 3.408 3.509 4.009 3.309 2.308 2.209 - Pot Cap-1 Maneuver 208 240 520 208 233 627 959 - 1135 - Stage 1 504 520 - 579 564 - - - - - Stage 2 558 564 - 503 509 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 203 234 520 178 227 627 959 - 1135 - Mov Cap-2 Maneuver 203 234 - 178 227 - - - - - Stage 1 491 519 - 565 550 - - - Stage 2 543 550 - 439 508 - - - Approach EB WB NB SIB HCM Control Delay,s 78 10.8 0.4 0 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 959 - 247 627 1135 - HCM Lane V/C Ratio 0.019 - 0.904 0.002 0.001 - HCM Control Delay(s) 8.8 0 78 10.8 8.2 0 - HCM Lane LOS A A F B A A - HCM 95th%tile Q(veh) 0.1 - 7.8 0 0 - - Black Cat Industrial Development 11:59 pm 11/18/2021 2030 PM Access Mit Opt 1 -Access Alt 2 03/18/2022 Kittelson&Associates, Inc. Page 1 Appendix O Turn Lane Warrants BASE ACCESS SCENARIO SITE ACCESS A/BLACK CAT ROAD-SB RIGHT-TURN LANE SITE ACCESS A/BLACK CAT ROAD-NB LEFT-TURN LANE ALT 2 AM Peak at Access A-Meets ALT 1 AM Peak at ALT 1 AM Peak Warrant Access A-Meets at Access A- Warrant Figure 4—Lei[-Tum Lane Guidelines for Two-Lane Roads less Figure$—Righl-Tum Lane Guld Ines for Two-lane Roadways , ALT 1 PM Peak at " ALT 1 PM Peak at Access 3o nr l Access A-Meets A-Meets Warrant ALT l& I r exr Warrant 13%ALT gene mpn �nni r>Q 2/5% ALT 2 PM Peak at +s met+ ALT 2 PM Peak at Access A-Meets �71,l.,an, Access A-Meets ^• a � ALT2 AM Peak ¢ at Access A- m Black Cat Road Posted g w 1�. Lmw Meets Warrant Y w i°a I Speed=40 mph - g a 35 Advrecelp Velum.rye],Y i m � nnorl Be, r. ° The fallowing data are required: :o° coo I°a �° aoo xao ecc uoc Ica° >>m ixo uljorRaed V.en.elone direction!-ra6A 1.Opposing Volume(vehlhr)•VO-The opposing Volume is to include only the right-turn and thmugh movements in the opposite,dlmdion of the left turning vehicle. The following data are required_ 2.Advancing Volume(vehlhrj-VA-The advancing volume is to include the hght-tum,Ieft-tum and through movements in the same dimdian as the left turning veh icte. 1.Advancing Volume{vehlhr}-The advandng volume is to include Um right-turn,left-turn and thmugh movements in the same direction as the right-turning vehicle. 3.Operating Speed(mph)-The greateslof anticipated operating speed,measured 951h percentile speed or posted speed. 2.Right-Turning Volume(vehlhr)-The right-Wining volume is the number of advancing vehiclestuming right. 4.Percentage of left lums ri VA 3.Operating Speed(mph)-The gri of anticipated operating speed,measured 851h pementile Left-turn lane is not needed for left tum volume less than 10 vph.However,criteria other than speed or posted speed. volume.such as sash experience,may be used to Justify a left-tum lane. Note:Right-ban lane is not needed for right-tum volume ls than 10 vph.However, ro criteria other The appropriate trend line is identified on the basis of the percentage of left-turns in the advancing than volume,e.g.crash experience,may he used to justiesfy a right-turn lane. volume,rounded up to the nearest percentage trend line.If the advancing and opposing volume If the combination of major mad approach volume and rig volume intersects above or to the cam bination intersecs above or to the right of this trend line,a oft-tum lane is approi right of the speed trend line corresponding to the major mad operating speed,then a right-turn Source NCHRP Report 27f3 and 457 lane is appropriate. Source-NCHRP Report 275 and 457 Adopted: Res.469(7113 I 71pa-35 Adopted- Res.469(7113R•1] 7100-90 Revised: Res.B]5 t1rR103];lies.9 04 1311 9199);Ortl.217[9114l11x On1.232[12R116t-Ortl.233 Re...d: Res.675(V29103];lbs.9041R11&09i;Ord.217[9l14111);Old.232(12 7M 9);ON.233 (tr1 17);Ord.236(121121181;Ord.24r tl!XI M (1r2SM7F;Ord.236112112%ai;Ord.24702/181201 BASE ACCESS SCENARIO SITE ACCESS B/BLACK CAT ROAD-SB RIGHT-TURN LANE SITE ACCESS B/BLACK CAT ROAD-NB LEFT-TURN LANE ALT 2 AM Peak at Figure 7-Lett-Turd Lane Cuidelines for Two-Lane Roads less Ulan or equal to 40 mph Figure 6-Rig hl-Turn Lane Culdellnes for Two-Lane Roadways Access A-Meets ALT2 AM Peak Warrant at Access A- s i AM/ Aad ren r Meets Warrant epees - 1%PM 1ieAe 40 tnm \M�Fi ALT 2 PM Peak at Ai5 awe ALT 2 PM Peak at Access A-No 7e Access A-Meets s Warrant Met wd re � a 5o m Black Cat Road Posted S 3x thr LMI- Lair � oa ur tko Speed=40 mph _m ig ,w a ss u '� m AOVutcNq Volume fY.).vMm xa eoc roo m meM1 ISOB v 2vo wo we 5vo aus all HE Gov 11ba '10] im Tha fallowing data are required: �,n- -�Volume o,�d:.emonl..hM 1-Opposing Volume(vehlhr)-VO-The opposing volume is to include only the right-tum and through movements In the opposite direction of the left turning vehicle- The following data are required: 2-Advancing Volume(vehlhr)-VA-The advancing volume is to include the right-turn,left-turn and through movements in the same diredtan as the left tuming vehicte- 1-Advancing Volume(veh/hr}•The advancing volume is to include the right-turn,left-turn and through movements in the same direction as the right-luming vehicle. 3-Operating Speed(mph)-Thegreateslof anticipated operating speed,measured 951h percentile speed or posted speed- 2-Right-Turning Volume(veYJhr)-The right-tummg volume is the number ofadvancing vehides tuming right. 4_Percentage of left turns in VA 3-Operating Speed(mph)-Thegrestestof anticipated operating speed,measured SSUe percentile Left-turn lane is not needed for left tum volume less Than 10 vph.However,criteria other than speed or posted speed- volume.such as crash experience,may he used to justify a Ieft-turn lane. Note:Right-turn lane is not needed for right-turn volume less than 10 vph.However,criteria other The appropriate trend line is identified on the basis d the percentage of left-turns in the advancing than volume,e.g-crash experience,may he used to justify a right-tum lane. volume.rounded up to the nearest percentage trend line-If the advancing and opposing volume If the combination of major road approach volume and right-turn volume intersects above or to the combination intersects above or to the right of this trend line,a left-turn lane is appropriate- right of the speed trend line corresponding to the major road operating speed,then a nghl-turn Source:NCHRP Report 270 and 457 lane is appropriate. Source-NCHRP Report 275 and 457 Adopted: Res-48B(7173M) 710d-35 .Adopted- Res-461)7V73194 a] 7100-40 R ed: Res-075(Ir-IM3];R—.9114 J&r%WOO);OF&217(e114111X Ord-2.32(12M 19):Ord-233 Revised: Res-875(7129103];Res.OO4I8r7O70O(;Ord-217[W14111);Ord-2.32(1217118);Ord-233 (l.!&17);Ord.235(1211215(;Ord-247(7276'20) (M&17);Ord-23B(1211411 S(;Ord.24T(12H6f20t BASE ACCESS SCENARIO SITE ACCESS C1/EW Collector-RIGHT-TURN LANES SITE ACCESS Cl/EW Collector-LEFT-TURN LANES Flgun 1-Lett-Turn Lane Guidelines for Two-Lane Roads less Ihan or equal to 46 mph Fig..6-Right-Tun Lane Guldellrre i for Two-Larne Roadways WBLT ALT 1 PM Peak at Access A 9%Wert Ace is%ALT 2 Aiw �mM, 9%PMALTI& WBLT ALT 2 PM Apo WBRT ALT 1 AM `s Peak at Access A Peak at Access A z�„ -Meets Warrant .m e 4 win I E-W Collector posted Speed Ba re trs tr =25 mph WBRT:ALT 1 PM Peak at 8 Access A WBLT ALT2 AM WB ALT 2 PM Peak EBLT-Has Minimal at Access A Trips(10%)Under WBLT ALT 1 AM itha a" 7 7717 all Scenarios Peak at Access A- EBRT-Has Minimal o ® „m F- The fotlnwfog data aragrtl rered_ Meets Warrant o Trips Under all WBRT ALT 2 AM Peak at 1 apposing volume ryehmr)•vo-me oppovrg volume'�lu In peon a l-turn and Scenarios through movements in the opposite dedion of the left fuming vahidle Access A The fdloming data are required: 2.Advancing Volume(vehlhr)-VA-The advancing volume is to include the right-tum,left-turn and Ihrnugh momnerrts in the same dlrsdion as the left turning vehide_ 1_Ativa %Volume 1—hlhr)�The advand du r g vme is m Include the right-turn,left- and through movements In the same direction as the right-turning—hide. 3.Operating Speed(mph)-Thegreatestdf anticipated operating speed,measured 85th percentile speed or posted speed 2.Rghl-Turning Volume(rehlhr)-The right-taming volume is the number ofadvancing vehicles turning right 4.Percentage of left lums w VA 3.Operating Speed(mph)-Thegreatest el anticipated operating speed.measured 85m percentile Left.tarn lane a not needed for left turn vdume less Nan 10 vph.However,epic-other than speed or posted speed vdume.such as crash experience,may be used la justify a left•lum lane. Note:Right-tiun lane Is rrol needed br right-turn wlu me kss than 10'ph.However,c itena other The appropriate trend line is Ideri on the basis of the percentage of left-turns in the advancing than volume,e.g.crash experience,maybe used to justlty a right-lum lane. voWme,rounded up to the rrearesl percenlage trend I'rne_If the adva ndng and opposing wlume If Ilse combination of major road approach volume and rig hl-turn volume intersects above or to the earn bination intersects above or to the right of this trend line,a left-tum lane is appropriate. rig hl of the speed trend Ilhe corresponding to the major road operating speed,then a nghl•tum Source:NCHRP Report 279 and 457 I.—is appropnaie. Source:NCHRP Report 279 and 457 Ptlopretl: Res.gee lzll3renl ]fps-35 Moptgl Ras_�BB(]l131B�] ]100-'a Rwive4: Res-8]511f29A031:1ffi.9e61&1aloel:ord-21]r8fl Yllk Ortl_T32/12Rl161"�-23i Rauvetl' Res.BTS 112aN3]:Res.sp41&IBfti9l:G4.21]tal1 u11 y.ON.24r t1llrl181:ON.233 (t25r1T]:au-Z18(19'121181:urd.24T 11211&2al 1lnstlrl:r1d-238112I12I151:G4.26T I1211812DI BASE ACCESS SCENARIO SITE ACCESS C1 I EW Collector-RIGHT-TURN LANES SITE ACCESS C1 I EW Collector-LEFT-TURN LANES IF E-W COLLECTOR IS 4I5 LANES(ALT 1 Only) IF E-W COLLECTOR IS 4I5 LANES(ALT 1 Only) Figure 4—Left-Turn Lane Guidelines for Four-Lane Undivided Roadways Figure 7-Righl-Turn Lane Guidelines for Fcur-Lane Roadways WBRT ALT 1 AM eu alr.liee ram,R.,r^�wls,r Peak at Access A ,.�wnl�K rwl.r.e rv�evp -Not Met with C R{w ter+ �10��w N�.c04 Mw1 1p1"` 4/5 Lane ,m sr eea ale -rem y E-W Collector Posted Ado L11141m I ra Speed=25 mph W L>vm WBLT ALT 1 AM Peak at Access A- r Doest not Meet ac Warrant with 4/5 o ` aw ma -x wo ,+m 19W +soo rrm race Ww+rvatl vdrA 1rA�I.nwlh ,. The following data are required: ` o a x s 1-Advancing Volume(vehlhr)-The advancing volume is to include the right-turn,left-Wm and awll-r„m vdeme(v,r.mhm through movements rn the same direrslon as the right-Wmmg veh idJ 2-Right-Turning Volume(veWhr)-The right-lurnmg vdume is the num her of advancing vehicles turning right. The following data are required! 3-0perating Speed(mph)-Thegreatestvf anticipated operating speed.measured 651h percentile speed or postedspeed. 1.Opposing Volume(vehUhr)-VO-The opposing volume is to include onty the right-tum and through movements in the opposite direction of the left-turning vehicle- Note:Rightturn lane not warranted for right-turn volume less than 70 vph-However,criteria other than volume,e.g-,crash experience,may be used to justify a nghl-turn lane- 2-Left-Turn Volume—VL If 111e combination of major mad approach volume and right-turn volume intersects allove or to the right of the speed trend line corresponding to the major road operating speed-then a right-turn If the opposing and left-tum volume combination intersects above or to the right of the trend I-rs appropriate. line,a left-turn lane is appropriate_ Sourr-e:NCHRP Report 279 and 457 Source:NCH RP Report 279 and 457 Adopted Ras_/89(7l13 ) 71w_41 Revised: Rea_8 5(1f29f03); (8ltH ):bd_217(911 G11),Ord_M(12R1181:t]n-23 112 12);[1d.2 (12r wlst.On1.262(12I16r1p) BASE ACCESS SCENARIO SITE ACCESS C2/EW Collector-RIGHT-TURN LANES SITE ACCESS C2/EW Collector-LEFT-TURN LANES Figure 9-Righl-Tum Lane Guldellrres for Two-lane Roadways Figure 1-Lek-Tom Lane Guidelines for Two-Lane Roads less oleo or equal to 46 mph WBLT ALT 1 PM 15% Peak at Access C2 AM ALT 1& 20%ALT2/ s �pnron ili 15%PM ALT 1& 19%ALT 2 WBLT ALT 2 PM no Irma, WBRT ALT 1 AM `x Peak at Access C2 Peak at Access C2 ••• ...""` (Not Met) -W Colleetor Posted Speed $ rr 25 mph WBRT:ALT 1 PM Pe at g o0 = ak Access C2 WBLT ALT2 AM Peak at •� -= a^ •^^ Access C2 WB ALT 2 PM Peak at Access C2 EBLT-Has Minimal �1m„a, Trips(0%)Under all WBLT ALT 1 AM Peak Scenarios at Access C2-Meets EBRT-Has Minimal .ra�.„�v�,..� �mtnu,�roo I® „m ,— agwrae: Warrant Trips Under all 6 t.Opposing vaame(vehrvlr)-VO-The cpp...9 velume Is d Scenarios WBRT ALT 2 AM Peak tnmagh mevementa in the opposite dlfedion ar the left turning vehinle_ The fmlms,ng data are mgaired- at Access C2 2_Advandng Vutum,(vei-VA-The adv,,d,g wwms Is In indnde Ih,rlghli left-tom and Ihrmgh movements In the same diredion as the left fuming vehicle. t_throAdssugh lug Volume{vehlhr}-The ti.,—t ,left-Wm eruct through movemenb in the same direction as th 3.Operating Speed(mph?-The greatest of a ntclpated operating speed.measraed BStlt percentile 2.R'hl-Tumin Volume iJhr The i ht-tlmin volume is the number of advancin hides speed or posted speed. 9 9 (ve )- 9 9v gve turning nghL 4_Percentage of left Wms in VA 3.Operating Speed(mph).Thegreateslof anticipated operatng speed.measured 55lb percentile Lek-lurn lane'ns not needed for left tom volume less 1 10 vph.However.mleria other than speed or posted sp—d. volume.such as crash experience,may be used to justify a left-11—lane. Wte R,9Itt-nan Ian,is ni nsederl for riyht-tum volume less than 1C vph.However,whsria other The appropriate trend line is identifid on the basis of flue percentage of left-tarns m the advancing than volume,a g_mash eupedence,may be used to justify a right-Wm lane volume.rounded up to the nearest percentage trend line.if the advancing and opposing volume If the combinaton of major mad approach volume and rig hl-tum volume intersects shove or to the combination intersects above or to the right of th is:rend line.a left-tum lane is appropriate. dghl of the speed trend line corresponding to the major road operating speed.then a nghl-tum Source:NCHRP Report 278 and 457 I.—is applopdafe. Source-NCHRP Report 279 and 457 Aeop- Rss_gae f7nareq 71M-M Aol- Res_—17—1 7--40 Rcveai Res_si(p291p31:—90C 1&1aml:Ord-.1a 11Nltk Ortl_232(1NI161'Ortl_2. Raruetl: Rea_6]5(1I2BIp31:r�-9a�1&19+091:Ord-217(911N11 Y.On1.232(I—S570ml 233 (t;tsrt Tl:Ord-238(I]Ii2flfil:�_247(121t82a1 I.,ar..l;uo.v-+e Izu.uacr vra.ur{--o BASE ACCESS SCENARIO SITE ACCESS C2/EW Collector-RIGHT-TURN LANES SITE ACCESS C2/EW Collector-LEFT-TURN LANES IF E-W COLLECTOR IS 4/5 LANES-ALT 1 Only IF E-W COLLECTOR IS 4/5 LANES-ALT 1 Only Figure 4-Lrrtt-Turn Lane Guidelines for Four-Lane Undivided Roadways Figure 7-Fi l-Turn Lane Guidelines for Faur-Lane Roadways WBRT ALT 1 AM Peak at Access A -Not Met with 4/5 Lane wa , 9 m E-W Collector Posted ,tee LelHam l w Speed=25 mph A s e z P xo t.ea r.a WBLT ALT 1 AM t.. ti Peak at Access A- _ ( Does Not Meet Warrant with 4/5 The following data are required: 1.Advanong Volume lvehlhr)-The advancing volume is to include the dghl-tu rn,left-lum and Ihmugh movements in the same direction as the right-lummg vehicle. 2.Rghl•Tuming Volume lvehlhn)-The dght•lurnmg volume is the number ei advancing vehicles turning right. The following data are required: 3.Operating Speed(mph)-Thegreatee of anhcipated operating speed,measured ll5th percentile speed or postedspeed. 1.Opposing Volume(veh/hr)-VO-The opposing volume is to include only the right-tum and through movements in the opposite direction of the left-turning vehicle_ Nate:flight-turn lane rtot warranted for dght•tum volume less than lt]rph.However.oileria other than volume,eg_,crash experience,may be used I.justiry a right-tum lane_ 2.Left-Tum Volume-VL If xre cornbl nation of major road approach volume and hghl-turn volume intersects above or to the right of the speed trend line w—pondmg to the major road oprmling speed,the,a door-tum If the Opposing and left-tum volume Combination intersects above or to the right of the trend lane.appropriate. line,a left-turn lane is appropriate. Source:NCHRP Repr d279 and 457 Source:NCHRP Report 279 and 457 Advpmu: lies.sae Izna,all n uo-�t Rerrsetl: Rea.B]5(f29,eaF aa.aw{snaasl:ore.21]t9r1411r On1.]32 fi]Iif191:Or+i 233 (125HTi;Ord.23a(1&121]Br,Ord.26T t121181201 BASE ACCESS SCENARIO SITE ACCESS C3/EW Collector-RIGHT-TURN LANES SITE ACCESS C3/EW Collector-LEFT-TURN LANES WBLT-Does not exist Figure t-Left-Tom Lane Guidek—For'r—Lane Roads less Than or equal to 4D mph Figure 6-Righl-Tom Lane Guidellrles far Two-Lanle Roadways ens ten r �peea Daman raatlS �ililYn WBRT ALT 1 AM s,W Peak at Access $ wm E-w Collector Posted Speed 8 wtrrp Iw r g `m T =2S mph WBRT:ALT 1 PM Peak at Access C3 e WB AL!2PMPeak at Access EBRT Has Minimal .�i��mt..era raa Tms ,rm The following data are required: Trips Under all Scenarios 1.Opposing Volume(vehmr)-VO-The opposing volume is 1.mdude only the righl-tum and WBRT ALT 2 AM Peak through movements in the opposite direction of the left turning vehicle. The following data are required: at Access C3 2.Advancing Volume(vehlh)-VA-The advancing volume is to include the right-turn,lert-t— and Through movemerrts in the same dlrectmn as the left turning vehicle_ 1.Advancing Volume{vehlhrj The ad-ndrvg rig -urn.left-turn and through movements In the same direction as the right-W ming veh Ida. 3.Operating Speed(mph)-Thegreateslof anticipated operating speed.measured 5511h percentile 2 Right-Turning Volume(veFJhr)-The rght-Wmmg volume is the number of advancing vehides speed or posted Weed. tummy right. 4_Pementage of IA mms in VA 3.Operating Speed(mph)-Th"matesl of anbcipated operating speed.measured 35a1 percentile Left.turn lane is not needed for leA turn voiume less Nan 10 vph.However,—Vents other than Weed or posted speed volume,such as crash experience,may be used I.justify a left-lom lane. Note:Right-turn lane Is not nestled br right-tom volume kss lllen 10 vph.However,cntena other The appropriate trend line a Identified on the bases of the peroentage of IeR-tarns in the advancing than volume,a g_rash experenoe,maybe used m 11s14y aright-wm lane. voume,mended up to the nearest percentage trend Tine_II the advandng and oppcslrg volume If me combination of major mad approach volume and right-tum volume intersects abeve or to the cam bimotion intersects above or to the right of this trend line,a left-tom lane is appropriate. nght of the speed trend Ilne mrresponding 1.the major mad operating speed,then a nghl-tum Source:NCHRP Report 274 and 457 Zane is appmpnate. Source:NCHRP Report 274 and 457 pAo,— Ras..arr1711are4] 71M-M IWopba: Rec.lea l711as4] 7100-,Ia Rayisea: Res--1Y2BAaa];R—.gad i&1&ti91;Gd_21719f1 alllk ON_Ys2112n1iel-Ord_23i Reri3aa: Res.s7511/2BI031:�s.9p01&1&091:�d.217[914�1fl Y.On1.232I111i1161:Ord.233 I1.2511T1:�ra.96(1N1]1181:mod.24111]I16'ZOI 11/2�J171:ad_2aa Itulzlsl;ad.za7 pursrinp BASE ACCESS SCENARIO SITE ACCESS C4-8/EW Collector-RIGHT-TURN LANES SITE ACCESS C4-8/EW Collector-LEFT-TURN LANES Figure 7-Left-Turn Lane Guidelines for Two-Lane Roads less Iran or equal to 40 mph Figure S-Right-Turn Lane Gu ldellnes for Two-Lane Roadways All WBRT This Area or 22%AM 2 }& aao�nr 40%ALT 2/ Less for Accesses C4- a pn 23%PM ALT I& 16%ALT 2 io rev All WBRT This Area or s ` T.. Less for Accesses i �9 e� ^• CS-Do not meet warrants E-W Collector Posted Speed $ � ro =28 mph F o W � nsvrncuq vowme rv.1.!«nm EBLT-Has Minimal Trips(i Under all Scenarios EBRT-Has Minimal The toliowinedata are re4ulned: Trips Under all 1.Opposing VOtume fvehrhr)•VO-The opposing volume is to include only the right and Scenarios-Do not through movements ovets In the opposite direction of the left lam ve ing hicle. The f thing data are required_ 2.Advardmg VolLme(vehilri•VA•The advancing volume is to include the right-turn,left•tum and throng h movements In the sarn a direction as the left turning veh ide. 1.Advanong Volume{vehlhr]•The advancing vdL me is to include the right-turn,left-turn and through movements m the same direction—the right-luming vehicle. 3.Operating Speed(mph)•Thegreateslof anbcipated operating speed,measured 85Ih percentile Wood or posted speed 2.Right-Turning Volume(veFJhr)-The right-taming vdume is the number ofadvancing vehides turning right. 4.Percentage of left turns in VA 3.Operating Speed(mph)-Thegreateslef anticipated operating speed,measured AAM percentile Left-turn lane is not needed for left turn volume less than 1C vph.However,cri is other than speed or potted speed. volume,such as crash experience,may be used to justify a left-turn lane. Notes Right-turn Nana is not needed for right-turn volume less than 10 vph.However,criteria other The appropriate trend line is Identified on the basis of the percentage of left-turns in the advancing than vol erne,e.g.crash experience,may be used to justify a right-bum fare. volume,mundad up to the nearest percenlage trend line.If the advancing and opposing wlume If the combination of major road approach volume and righl-tum volume intersects above or to the mmbinatron intellects above a 10 the right of this trend line,a left-fum lane is appropriate_ no hit of the speed trend line corresponding to the major mad operating speed,then a no hi Source NCHRP Report 279 and 457 lane is appropriate. Source:NCHRP Report 279 and 457 Adopted: Res.ACID I711.2&316)I12f52I18: 22Q[1Nl161'Ortl_233 71o3 Adod ^ "o Rinsed R _6 : Rj;_fl18R —21] LOL re R (tr`17)Gtl Gd.247)12116'�01 I1f�v1 i}:Ord.236I12112l181:Ord.24T t 12/1&20l MITIGATION OPTION 1-N-S COLLECTOR EXTENDED TO FRANKLIN RD SITE ACCESS A/BLACK CAT ROAD-SB RIGHT-TURN LANE SITE ACCESS A/BLACK CAT ROAD-NB LEFT-TURN LANE ALT 2 AM Peak at ALT 1 AM Peak at Access A-Meets Access A-Meets ALT 1 AM Peak Warrant Warrant at Access A- Figure S-Right-Tum Lan Guidelines fo o-Lars=_Roadways Figure 7-Lett-Tum Lane Guidelines for Two-Lane Roads less ALT 1 PM Peak at ALT 1 18%AM/6%PM Access A-Meets ALT 2 Aao L t Warrant apr- .pave 15%AM/5%PM 10 mvn5U hlMiy ALT 2 PM Peak at +5^ ern Access A-Meets I7o kri'm l" ALT 1 PM Peak at Access A-Meets Warrant ALT2 AM Peak at Access A- sa m - l Black Cat Road Posted g r.LM- Lea. Meets Warrant Speed=40 mph w 56 ALT 2 PM Peak at Access A-Meets Ad'w—AW Volume W.J.vehM at m mpll ISW I v my av° IC] e°c �x ecc roc lcav >>m Ixc Th.IWlowing data are required: w,or�.d owlet leer d.nn�l..rnm 1-Opposing Volume(vehlhr)-VO-The opposing volume is to include only the right-turn and through movements in the opposite direction of the left turning vehicle- The following data are required_ 2-Advancing Volume(veh)hrj-VA-The advancing volume is to include the right-tum,left-turn and through movemerds in the same direcion as the IeR turning vehlcle- 1-Advancing Volume{vehlhr}-The advancng vdume is to include line right-turn,IeR-turn and through movements in the same direction as the right-luming vehicle. 3-Operating Speed(mph)-Thegreateslof anticipated operating speed,measured 8511h percentile 2-Right-Turning Volume(vell/hr)-The right-luming volume is the number of advancing vehides speed or posted speed- turning right. 4_Percentage of left Wms in VA 3-Operating Speed(mph)-Thegreatestof anticipated operating speed.measured 851h percentile Left-turn lane is not needed for left turn volume less than 10 vph.However,criteria other than speed or posted speed- volume.such as crash experience,may he used to justify a left-lum lane. Note:Right-lurn lane is not needed for right-turn volume less than 10 vph.However,criteria other The appropriate trend line is Identified on the basis of the percentage of left-turns In the advancing than volume,e.g-crash experience,may be used to justify a right-lum lane. volume.rounded up to the nearest percentage trend line-If the advancing and opposing volume If 81e combination of major Hied approach volume and right-turn volume intersects above or to the combination intersects above or to the right of this trend line,a left-turn lane is appropriate- right of the speed trend line-panding to the major mad operating speed,then a right-turn Source:NCHRP Report 279 and 457 lane is appropriate. Source-NCHRP Report 27B and 457 •Adapted- Ras-48g I7113re.11 7100-40 Adnphed= Res-469(7113M) 71sd-35 Revised Res-675(IrMM3):TtS.lX41811g10g1:Drd-217(911-11fYDN-232(12fi716):�-233 Rayived: Res-67);&d.2W(12s.2JIa);9114 S91091;Gd-277(911�171k Old-232{12f711BI:Ord-233 (1125H 7);Did_238(1211211 Sl;Ord.267(1211Bf20) (S,2J77];Ord.23a(12772l1 Bl;Ord-247(12l7$20l MITIGATION OPTION 1-N-S COLLECTOR EXTENDED TO FRANKLIN RD SITE ACCESS B I BLACK CAT ROAD-SB RIGHT-TURN LANE SITE ACCESS B I BLACK CAT ROAD-NB LEFT-TURN LANE ALT 2 AM Peak at Figure 7-Lelk-Tum Lane Guidelines for Two-Lsne Roads less than or equal to 40 mph Figure 9-Rig hl-7um Lane Guidelines for Two-Lane Roadways Access A 1,,, r� ALT2 AM Peak ws — '� -W at Access A- 5%AM/ Meets Warrant 4C p - 1%PM 4G more a0 am,t„ ALT 2 PM Peak at 45 mph Access A-Meets .m r7a br.n �m Ln� E 0 a i sa m slack Cat Road Posted $xx twr Lrrt Lurr rm I Speed=40 mph rm 3 00 g ALT 2 PM Peak at Nil �m Abr+er-vq Wwnre n,l.r�nm zo tspo 0 Zoe mo inn xa me ix ece reo um rein i The following data are naquired: wior-��d Vduive lon�6neceonl-rafim 1.Opposing Volume(veb1hr)-VO-The opposing Volume is to Include only the righl-tum and through movements in the opposite direction of the left turning vehicle_ The foilumng data are required: 2.Advancing Volume(vehlhr)-VA-The advancing volume is to include the right-turn,lefi and through movements in the same direction as the left tuming vehicle. 1.Advancing Volume{vehlhr}-The advancing Vold me is to include the right-turn.left-turn and through movements in the same direction as the right-luming vehlde. 3.Operating Speed(mph)-Thegreat-1.of anhcipated operating speed.measured a587 percentile speed or posted speed. 2.Right-Turning Volume(vehlhr)-The right-tuming volume is the number ofadvancing vehicles turning hghl. 4_Percentage of left Wms ri VA 3.Operating Speed(mph)-The greatest of anticipated operating speed,measured i percentile Left-turn lane is not needed for left turn Volume less than 10 vph.However.criteria other than speed or posted speed. volume,such as crash experience,may he used to justify a left-turn lane. Note:Right-lure lane is not needed for right-tum volume less than 10 vph.However,criteria other The appropriate trend line is identified on the basis of the percentage of left-turns in the advancing than wl ume.e.g.crash experience.may he used to justify a right-lum lane. volume,rounded up to the nearest percentage trend line.If the advancing and opposing wl ume If i combination of major road approach volume and rig hl-turn volume intersects above or to the min bination intersects above or to the right of this trend line,a leR-tum lane is appropriate_ nUM of the speed trend line--pond,ng to the major road operating speed,then a nUhl-turn Source:NCHRP Report 279 and 451 lane fs appropriate. Source:NCHRP Report 219 and 457 Adopted: Res.469(7l13+94i 71 Do-as .Adopted: Res.469(7113104i 7100-40 Revised: Res.051Ir"a);Rec.9a419rIW09);Ord.217(0114MIX Ord.02(1 RMS):Ord.233 Revised: Res.675 I V29103i;lbs.06418`1 INGO);Ord.217(9l14111);Old.232(1277116);Ord.233 (1,2i117);Ord.239(12rI21fi Ord.247(121&20i (1f25117i;Ord.23B 112r12Nal;Ord.24T(12N6ROt MITIGATION OPTION 1-N-S COLLECTOR EXTENDED TO FRANKLIN RD SITE ACCESS D/FRANKLIN ROAD-EB RIGHT-TURN LANE SITE ACCESS D/FRANKLIN ROUAD-WB LEFT-TURN LANE AM Peak at Fligura 7-Left-Tum Lane Guidelines for Two-Lsne Roads less than or equal to 40 mph Figure$-Right-Tum Lane Guidelines for Two-lane Roadways AM Peak at Access D(Meets Access D(Meets Warrant) sr AM1 ` AAd LeiLt Warrant) ii� * 1%PM 4ampn �mn; rsa PM Peak at Access 45 mpr FYa141in Road Posted Speed =r� D(Meets Warrant) 7a 1mh ned r [ m e ' sa m $ rM LrM- fair 3 d PM Peak at Access D z'E r _ o +m m Agv + ws eo: Iva reel4p Volume rvJ,Mi m � nhorl I- ° Tha following data are rrpuired: ao° coo I°a �° doo xao ec9 rrs Ica° >>m Ixo rrljorao�d VeW�e low G.ecemAr+riA 1.Oppos ing Volume(vehlhr)-VO-The opposing volume is to include only the righino and through movements to the opposite direction of the left turning vehicle. The following data are required_ 2.Advancing Volume(vehlhr)-VA-The advancing volume is to include the right-turn,left-turn and through movements in the same dimdian as the left turning vehlcie. 1.Advancing Volume{vehlhr)i-The advancing volume is to include the right-turn,left-turn and through movements in the same direction as the right-turning vehicle. 3.Operating Speed(mph)-The greatest of anticipated operating speed,measured i percentile speed or posted speed. 2.Right-Turning Volume(vehlhr)-The right-Wining volume is the number of advancing vehides turning hghl. 4.Percentage of i lums m VA 3-Operating Speed(mph)-The greatest of anticipated operating speed,measured 851h percentile Left-turn lane is not needed for left turn volume less than 10 vph.However,criteria other than speed or posted speed. volume,such as cash expenen—,may he used tu justify a left-turn lane. Note:Right-turn lane is not needed for right-tum volume ls than 10 vph.However,onteria other The appropriate trend line is identified on the basis of the percentage of left-turns in the advancing than volume,e.g.crash experience,may he used to justiesfy a right-tum lane. volume,rounded up to the nearest percentage trend line.If the advancing and opposing volume If the combination of major road approach volume and righl-tum volume intersects above or to the cam bination intersects above or to the right of this trend line,a left-tum lane is appropriate. rig hit of the speed trend line corresponding to the major road operating speed,then a right-turn Source NCHRP Report 279 and 457 lane is appropriate. ;Source-NCHRP Report 275 and 457 Adopt : Res.469 rn3! 71pa-3 AtlnAtatl. Ras.469(7113R4] 71(0-90 Rayiaed: Res.6]5 t1r 3);Rvs.9041wl ww);Ortl.217(911 G11x C i.232(12 MN:Oni.233 Ro...d: Res.675(V29103];lbs.904 ta11&091;Ord.217(9114111);ON.232(1217H 9);ON.233 Itr1511]];Ord.236(121h21181;Ord.24]tl!XI M (1r2SM7];Ord.239(1211218i;Ord.247(12/1612M MITIGATION OPTION 1-N-S COLLECTOR EXTENDED TO FRANKLIN RD SITE ACCESS C1/EW Collector-RIGHT-TURN LANES SITE ACCESS C1/EW Collector-LEFT-TURN LANES Fly—6-Right-7urn Lane Guldellne,for Toro-Lsrre RoedA Ws Figure 1-LeflhTum Lane Guidelines For T—Lam Roads less than or equal to 46 mph WBLT ALT 1 PM Peak at Access A W�i Assumed 28 mph�TMnr' f Speed on WBLT ALT 2 PM onWBRT ALT 1 AM Peak at Access A Peak at Access v mfe VE-W Collector Posted Speed 8� raruwt- Carr ` rm I =28 ph y w m WBRT:ALT 1 PM Peak at 8 Access A WBLT ALT2 AM WB ALT 2 PM Peak ,x novas,,vmvm.rv�.rcnm >m EBLT-Has Minimal at Access A Trips(10%)Under WBLT ALT 1 AM all Scenarios Peak at Access A EBRT-Has Minimal - 'x_ The following date are ragmred: ��laKa,��t.�m ueo Trips Under all WBRT ALT 2 AM Peak at 1.OW—,,g Vdnme{„ehmr)-VO-The nppnslry volnm,is m mclnde Holy the right-wm and Scenarios through movements to me opposite dlrec1un or the left taming„ehlde. Access A The toll are required_ 2.Advancing Volume(—hlhr)-VA-The advancing—tome is to include the right-tom,left-tom and Ihmugh movements in the same direction as the left turning vehicle. 1.Advancing Volume{—h7hr4 The advancng volume is to Include hre right-turn,left-turn and thmugh movements m the same direction as the right-lurnmg vehicle. 3.Operating Speed(mph)-Thegreateslof anticipated operating speed.measured 8.5th percentile 2.Rghl-Turning Volume(veh/hr)-The right-luming volume is the number of advancing vehicles speed or pwted.peed. taming right 4_Percentage of left Wme in VA 3.Operating Speed(mph)-Thegreslest al anticipated operatic q speed,measured&SIh percentile Left-turn Ian not needed for left tum voume less than 10 vph.However.cdleria other than speed or posted speetl_ voume,such as Dash— - be used lo'uslif left-Wm lane. perienrc,may / y a fJole:Right-faro lane Is not needed ior right-tom wlu me less Bran 10 vph.However,criteria other The appropriate[rend line a leentined on the bases o}the per�rdage of IeR-tarns In the advancin8 than ml ume.e.g.crash experience,may be used to jush y a right-Wm[ane. volume,mantled up to the near,,[percenlage trend line_If the adve dog and opposing volume If ire combination of major mad approach volume end vo right-tom lume bo intersects ave or to the nimbi—ti—intersects above or to the right of this fiend line,a left-tum lane is appropriate. right of the speed trend line--ipontlmg to the major mad operating speed,Then a right-tom Source:NCHRP Report 279 and 457 lane is appropriate. Source-NCHRP Report 279 and 457 ptloPrttl: Rea.gee lTnarall 71--35 A.,- Ree_16a I]/!area) 110a-10 Re, Res_5I511Y2BA03);£>Bs.g661&1&ri9l;dtl_21](9f1 CIlrk OM_2's2(12li1161-0rrL 23i Reuieetl: R�.SITI�/LaN3�]��s;9P91a!✓�B1�91:)�d111✓]tor11 G11Y ON.2SL(t]Ii1131:Qtl.233 (1251111:OrC.L1a(19'1211fS1:GJ.24111]Itf4Zpl MITIGATION OPTION 1-N-S COLLECTOR EXTENDED TO FRANKLIN RO SITE ACCESS C2/EW Collector-LEFT-TURN LANES Flgur'e i-Left-Tum Lane Guidelines for Twa-Lane Reads less Than or equal tc 40 mph WBLT ALT 1 PM 4" �" "" Peak at Access C2 10%AM ALT 1 — had reT�t &26%AM ALT 2 n"e 14%PM ALT 1& 18%PM ALT 2 WBLT ALT 2 PM J Peak at Access C2 `s 4 3 9 } P G l 6 Zm WBLT ALT2 AM Peak at Access C2 Adyweing Vaiume rya),veh% EBLT-Has Minimal Trips(0%)Under all WBLT ALT 1 AM Peak Scenarios equidBo: 1. Opposing Voiume (vehlhr)- VO- The apposing volume is to include only the right-turn and through movements i n the opposite direction of the left turning vehicle_ 2_Advancing Volume(veh/hr)-VA-The advancing volume is to include the right-turn,left-turn and through movements in the same direction as the left turning vehicle- 3-Operating Speed(mph)-Thegreatesl of anticipated operating.speed,measured 851h percentile speed or posted speed- 4-Percentage of left lums in VA Left-turn lane is not needed for left turn volume less than 10 vph. However,criteria other than volume,such as cash experience,may he used to justify a left-turn lane. The appropriate trend line is idenhfied on the basis of the percentage of left-turns in the advancing volume,rounded up to the nearest percentage trend line_If the advancing and opposing volume combination intersects above or to the right of this trend line,a left-turn lane is appropriate. Source:NCHRP Report 279 and 457 Adapbed. Res_469(71t3134) 7160-35 Revised: Res_675(IrAW3}.Rss.904 iail W09).Ord.217 M11 V11);Ord_232(12R?l B):OTd.233 MITIGATION OPTION 1-N-S COLLECTOR EXTENDED TO FRANKLIN RD SITE ACCESS C3-8/EW Collector-RIGHT-TURN LANES SITE ACCESS C3-8/EW Collector-LEFT-TURN LANES Figure 7-Left-Tum Lane Guidelines far Tw Lane Roads less than or equal to 40 mph Figure S-Right-Turn Lane Gu ldelims for Two-Lane Roadways All WBRT/EBRT/NBRT � This Area or Less for a,npn 'w,,..,; Accesses C3-C8 io rev All Collector LT s Movements are in this w ^• area for Accesses C3- C8-Do not meet a m E-W Collector Posted Speed $ or 28 mph - nE w o W � nnvrncine vowme rv.1.r«nm EBLT-Has Minimal Trips(0%)Under all Scenarios The tolowine data era ra4ulned: sin urjorAora Vrru�e IoM eecauaF raem con 1.Opposing Volume(vehlhr)•VO-The opposing volume is to include only the right-tum and through movements In the opposite direction of the left taming vehicle. The foil—no data are required_ 2.Advancing Volume(vehlhrl•VA•The advancing vowme is to include the right-turn,left-turn and throng h muvemerds In the sam a direction as the left turning vehicle- 1-Advanc ng Volume{ve,Whr]•The advancing vdume is to include the right-turn,left-turn and through movements m the same direction—the right-turning vehicle. 3.Operating Speed(mph)•Thegreatestof anbcipated operating speed,measured 85Ih percentile speed or posted speed 2.Right-Turning Volume(velJhr)-The right-taming vdm ofva ue is the number adncing vehides turning right. 4.Percentage of left turns in VA 3.Operating Speed(mph)-Thegreateslof anticipated operating speed,measured AAth percentile Lek-turn lane is not needed for left turn volume less lhan in vph.However,criteria other than speed or posted speed. volume,such as Gash experience,may be used to}uatay a left-tum lane. Notes Rfght-turn lane is not needed for right-turn volume less than 14)vph.However,criteria other The appropriate trend line is Identified on the basis of the percentage of left-turns in the advancing than vol Ume,e.g.crash expederi may be used to justify a right•tum fare. volume,rounded up to the nearest percenlage trend line.If the advancing and opposing volume If Ste combination of major road appr an oach volume d righl-tum volume intersects above or to the combination intersects above or to the right of this hind line,a left-film lane is appropriate_ no hit of the speed trend line corresponding to the major mad operating speed,then a no hl•tum Source NCHRP Report 279 and 457 lane is appropriate. Source:NCHRP Report 279 and 457 Adopred: Res./ee l711r4) 7IN-ss A.,- Ras_1BB(7I13l94} 11re R-isii Res-r7l: Ri93};rffi.96618r191�H1;Gtl_2171H11b11k O°L 22Q[1Nl161'Ortl_233 Fa,reatl_ Res.875 t1f291113}:Ras.ea4lsiferoel:ord-217[911G111:On1.232(121f1161:Ord-233 (tr'17)Ord.23 (lXlX181:OnJ.247 1 I1/2'J17}:Ord.zia I1211zye1:Ord.24T t 12/1&20l