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PZ - Traffic Impact Study TRAFFIC IMPACT STUDY BLAYDEN SUBDIVISION Meridian, Idaho July 26, 2023 mn W.trNN!N gE vn NTS Ind ---•--- „—_ L_�_—._�.-------•---- -- — — - - I jl rill P - 4�'`�g®, it Frl irl I n lIlll --- T � _ 7 - -i Ij l IIIIIIIl IIIwIIIIII r IM — I ` ------------ A� A4EY _ r E L-TTiE L- E LL .e T-E E E',TT I i L4-S Prepared For: TRILOGY DEVELOPMENT Prepared By: "NGERI G, INC. 181 East 501h Street Garden City, ID 83714 (208)841-4996 S:Iprojects120-62 Blayden SubdivisionWoclBlayden Subdivision TIS.docx Traffic Impact Study Blayden Subdivision July 2023 Meridian, Idaho Table of Contents EXECUTIVESUMMARY......................................................................................................................................I 1.0 Proposed Development...............................................................................................................................2 2.0 Improvements Needed to Mitigate 2023 Existing Traffic..........................................................................3 3.0 Improvements Needed to Mitigate 2027 Build-Out Year Background Traffic..........................................4 4.0 Improvements Needed to Mitigate 2027 Build-Out Year Total Traffic..............................................................5 1.0 INTRODUCTION.......................................................................................................................................7 1.1 Proposed Development...............................................................................................................................8 1.2 Study Approach..........................................................................................................................................9 1.3 Study Area..................................................................................................................................................9 1.4 Study Period...............................................................................................................................................9 1.5 Analysis Methods and Performance Measure Thresholds..........................................................................9 2.0 EXISTING CONDITIONS.......................................................................................................................10 2.1 Roadway Network, Intersection Control, and Lane Configuration..........................................................10 2.2 Transit Facilities.......................................................................................................................................10 2.3 Pedestrian and Bicycle Facilities..............................................................................................................10 2.4 Existing Traffic Volumes.........................................................................................................................10 2.5 Intersection and Roadway Segment Crash Data.......................................................................................14 2.6 Roadway Segment Planning Level of Service .........................................................................................15 2.7 Intersection Operations.............................................................................................................................15 2.8 Roadway Segment Mitigation..................................................................................................................15 2.9 Intersection Mitigation.............................................................................................................................17 3.0 2027 BUILD-OUT YEAR BACKGROUND TRAFFIC CONDITIONS...............................................20 3.1 Roadway Network....................................................................................................................................20 3.2 Background Traffic ..................................................................................................................................21 3.3 Roadway Segment Planning Level of Service .........................................................................................21 3.4 Intersection Operations.............................................................................................................................24 3.5 Roadway Segment Mitigation..................................................................................................................25 3.6 Intersection Mitigation.............................................................................................................................25 4.0 2027 BUILD-OUT YEAR TOTAL TRAFFIC CONDITIONS.............................................................28 4.1 Site Traffic................................................................................................................................................28 4.1.1 Trip Generation................................................................................................................................28 4.1.2 Trip Capture......................................................................................................................................29 4.1.3 Pass-by Trips....................................................................................................................................29 4.1.4 Modal Split.......................................................................................................................................29 4.1.5 Trip Distribution and Assignment....................................................................................................29 4.2 Total Traffic..............................................................................................................................................29 4.3 Roadway Segment Planning Level of Service .........................................................................................35 4.4 Intersection Operations.............................................................................................................................35 4.5 Roadway Segment Mitigation..................................................................................................................37 4.6 Intersection Mitigation.............................................................................................................................37 4.7 Intersection Queue Length Analysis.........................................................................................................40 4.8 Site Access, Circulation, and Internal Roadway ADT.............................................................................41 APPENDIXA: SCOPE...........................................................................................................................................A j ENGEVEERNG,INC. ' Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho APPENDIX B: TRAFFIC COUNTS.....................................................................................................................B APPENDIXC: CRASH DATA..............................................................................................................................0 APPENDIX D: 2023 CAPACITY ANALYSIS REPORTS.................................................................................D APPENDIX E: COMPASS FORECASTS............................................................................................................E APPENDIX F: OFF-SITE TRAFFIC...................................................................................................................F APPENDIX G: 2027 BACKGROUND SYNCHRO OUTPUTS........................................................................G APPENDIX H: 2027 TOTAL SYNCHRO OUTPUTS........................................................................................H APPENDIX I: TURN LANE WARRANT WORKSHEETS ...............................................................................I APPENDIX J: SIGHT DISTANCE PHOTOS......................................................................................................J APPENDIX K: MUTCD SIGNAL WARRANT WORKSHEETS.....................................................................K APPENDIX L: ITE INTERNAL CAPTURE TRIP WORKSHEETS&PASS-BY RATES...........................L j ENGVVMWG,INC. ii Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho List of Figures Figure 1.1 -Site Location and Vicinity.....................................................................................................................7 Figure1.2-Preliminary Site Plan.............................................................................................................................8 Figure 2.1 -Study Area Roadway Segment and Intersection Control and Lane Configuration..............................11 Figure 2.2-2023 Existing AM Peak Hour Traffic..................................................................................................12 Figure 2.3-2023 Existing PM Peak Hour Traffic and ADT...................................................................................13 Figure 3.1 -2027 Build-Out Year AM Peak Hour Background Traffic..................................................................22 Figure 3.2-2027 Build-Out Year PM Peak Hour Background Traffic and ADT...................................................23 Figure 4.1 -Estimated Site Traffic Distribution Patterns........................................................................................30 Figure 4.2-2027 Build-Out Year AM Peak Hour Site Traffic...............................................................................31 Figure 4.3-2027 Build-Out Year PM Peak Hour Site Traffic and ADT................................................................32 Figure 4.4-2027 Build-Out Year AM Peak Hour Total Traffic.............................................................................33 Figure 4.5-2027 Build-Out Year PM Peak Hour Total Traffic and ADT..............................................................34 Figure 4.6-Site Access, Circulation, and ADT......................................................................................................42 List of Tables Table 1 -Proposed Improvements Summary.............................................................................................................1 Table 2.1 -Existing Roadway Characteristics.........................................................................................................10 Table 2.2-Intersection Crash Data(2017-2021)....................................................................................................14 Table 2.3-Roadway Segment Planning Level of Service-2023 Existing Traffic................................................15 Table 2.4-2023 Existing Peak Hour Traffic Operations........................................................................................16 Table 2.5-Chinden Boulevard and Black Cat Road Intersection-2023 Existing Traffic Mitigation...................17 Table 2.6-McMillan Road and Black Cat Road Intersection-2023 Existing Shoulder Hours Traffic Operations ..................................................................................................................................................................................18 Table 2.7-McMillan Road and Black Cat Road Intersection-2023 Existing Traffic Mitigation.........................19 Table 3.1 -Planned Improvements Summary..........................................................................................................20 Table 3.2-Roadway Segment Level of Service-2027 Build-Out Year Peak Hour Background Traffic.............21 Table 3.3 -2027 Build-Out Year Background Traffic Operations..........................................................................24 Table 3.4-Chinden Boulevard and Black Cat Road Intersection-2027 Background Traffic Mitigation.............26 Table 3.5-McMillan Road and Black Cat Road Intersection-2027 Background Traffic Mitigation..................27 Table 4.1 -Build-Out Site Traffic Trip Generation Summary................................................................................28 Table 4.2-Build-Out Site Traffic Percentage of 2027 Total Traffic at Study Area Intersection............................29 Table 4.3-Roadway Segment Planning Level of Service-2027 Build-Out Year Peak Hour Total Traffic.........35 Table 4.4-2027 Build-Out Year Total Traffic Operations.....................................................................................35 Table 4.5-Build-Out Site Traffic Percentage of 2027 Total Traffic on Study Area Roadway Segment...............37 Table 4.6-Chinden Boulevard and Black Cat Road Intersection-2027 Total Traffic Mitigation........................38 Table 4.7-Ramblin Court and Black Cat Road Intersection-2027 Build-Out Year Total Traffic Mitigation.....38 Table 4.8-McMillan Road and Black Cat Road Intersection-2027 Build-Out Year Total Traffic Mitigation....39 Table 4.9-Intersection Queue Length-2027 Build-Out Year Total Traffic.........................................................40 L 45T 1 §j ENGAT G,INC. iii Traffic Impact Study Blayden Subdivision July 2023 Meridian, Idaho EXECUTIVE SUMMARY CR Engineering,Inc.has been retained to prepare a traffic impact study(TIS)for the proposed Blayden Subdivision located southeast of the Chinden Boulevard and Black Cat Road intersection in Meridian,Idaho,as shown in Figure 1.1. The scope of this TIS was determined through coordination with the Ada County Highway District (ACHD) and Idaho Transportation Department (ITD) with inputs from the Community Planning Association of Southwest Idaho(COMPASS). The TIS evaluates the potential traffic impacts resulting from background traffic growth, in-process developments in the area, and the proposed development, and identifies improvements to mitigate the impacts if needed. Traffic impacts were evaluated based on the proposed land uses and accesses as shown in the preliminary site plan under weekday AM and PM peak hours traffic conditions. Table 1 summarizes the proposed improvements needed to mitigate the traffic impacts at the study area intersections and roadway segments for the following analysis years traffic conditions: ■ 2023 Existing traffic ■ 2027 Build-out year background traffic ■ 2027 Build-out year total traffic Table 1—Proposed Improvements Summary 2023 2027 Build-Out Year Intersection Existing Background Total Chinden Blvd NB right-turn lane NB right-turn lane NB right-turn lane �1 and Black Cat Rd and signal modifications and signal modifications None and signal modifications Ramblin Ct O2 and None None SB right-turn lane t Black Cat Rd McMillan Rd 30 signal 30 signal 30 signal 3� and or or or Black Cat Rd single-lane roundabout single-lane roundabout single-lane roundabout Ustick Rd O4 and None None None Black Cat Rd Cherry Ln OS and None None None Black Cat Rd Black Cat Rd, Chinden Blvd to Ramblin Ct None None None Black Cat Rd, None None None Ramblin Ct to McMillan Rd Black Cat Rd, None None None McMillan Rd to Ustick Rd Black Cat Rd, Ustick Rd to Cherry Ln None None None 1 Warranted based on ACHD turn lane guidelines;intersection meets minimum operational thresholds without a turn lane §jENGINEERING,INC. 1 Traffic Impact Study Blayden Subdivision July 2023 Meridian, Idaho 1.0 Proposed Development 1.1 Blayden Subdivision is a proposed mixed-use development containing 22 townhomes, 312 multifamily dwelling units, a 7,000-square-foot daycare center, approximately 17,540 square feet of office space, approximately 26,040 square feet of retail space, and a 1,800-square-foot coffee shop with drive-through window. One(1)existing single-family home will remain within the site. The anticipated build-out year for the proposed development is 2027 but this may change depending on the market conditions 1.2 Based on the procedures outlined in the Trip Generation Handbook, 3.d Edition, and the Trip Generation Manual, 11 th Edition, both published by the Institute of Transportation Engineers (ITE), the proposed development is estimated to generate approximately 5,173 trips per weekday with 458 trips during the AM peak hour and 506 trips during the PM peak hour ■ Based on the proposed land uses and ITE methodologies, the development is anticipated to capture 10 AM peak hour trips and 80 PM peak hour trips internally within the site ■ Based on the ITE pass-by rates,the daycare center is expected to attract 34 pass-by trips during the PM peak hour. No pass-by trips were assumed in the AM peak hour analysis ■ All external trips generated by the development were assumed to be made by personal or commercial vehicles 1.3 The estimated site traffic distribution patterns are: ■ 10%traveling on Chinden Boulevard west of the site ■ 25%traveling on Chinden Boulevard east of the site ■ 3%traveling on Black Cat Road north of the site ■ 2%traveling on Ramblin Court east of the site ■ 60%traveling on Black Cat Road south of the site • 5%traveling on McMillan Road to the west • 10%traveling on McMillan Road to the east • 5%traveling on Ustick Road to the west • 15%traveling on Ustick Road to the east • 5%traveling on Cherry Lane to the west • 10%traveling on Cherry Lane to the east • 10%traveling on Black Cat Road south of Cherry Lane 1.4 The development is proposing to construct one site access, Ramblin Street, on Black Cat Road: ■ Ramblin Street and Black Cat Road intersection • Located approximately 660 feet south of Chinden Boulevard aligning with the existing Ramblin Court to the east o Meets the 660-feet minimum spacing from a signal with a single left-turn lane • Have adequate intersection sight distance o Black Cat Road segment along the site frontage is generally flat and straight o Proposed building setback and landscape design should not obstruct intersection sight distance ■ The minimum intersection sight distance for a 45-mph roadway is 500 feet 1.5 The development is proposed one emergency vehicle access on Chinden Boulevard j ENGIMEREVO,INC. 2 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho 1.6 The proposed Ramblin Street west of Black Cat Road should be classified as a local commercial street: ■ Does not correspond with a future collector street identified in the Master Street Map ■ Commercial streets carry higher volumes than residential local streets,up to 8,500 vehicles per day • The estimated average daily traffic(ADT)on Ramblin Street west of Black Cat Road is 4,630 1.7 Based on the preliminary site plan, no internal local roads have straight segments exceeding 750 feet. Therefore, additional traffic calming measures are not needed ■ According to the preliminary site plan,passive traffic calming measures are proposed on Ramblin Street 1.8 According to ACHD Policy Section 7208.3.3,the maximum forecasted ADT allowed at any point on a local commercial street is 3,000 vpd if a development only has one local commercial street access to the public street ■ This policy may not be applicable and/or the volume should be increased as the site is proposing one emergency access on Chinden Boulevard ■ A variance to the policy will be needed from the lead land use agency, fire department, and emergency services ■ Ramblin Street is anticipated to exceed 3,000 ADT by 2026 with the build-out of the residential land uses,daycare center, and office use plus the construction of 5,000 square feet of retail space 2.0 Improvements Needed to Mitigate 2023 Existing Traffic 2.1 With 2023 existing traffic, two study area intersections currently exceed minimum operational thresholds analyzed with the existing intersection control and lane configurations. The intersections, operational deficiencies,and improvements needed to mitigate 2023 existing traffic operations are: ■ Chinden Boulevard and Black Cat Road intersection • The intersection meets ACHD minimum operational thresholds • The intersection exceeds ITD minimum operational thresholds o The northbound shared through/right-turn lane group is operating at LOS F with a v/c ratio of 0.93 in the AM peak hour and 0.91 in the PM peak hour, exceeding ITD 0.90 threshold • ITD and ACHD currently do not have funded projects programmed at the intersection • The intersection is identified in ACHD Capital Improvements Program (CIP) to be reconstructed and widened in the 2036-2040 timeframe with the following lanes: o One left-turn, one through,and one right-turn lane on the Black Cat Road approaches o Dual left-turn lanes,through lanes,and one right-turn lane on the Chinden Boulevard approaches • The following interim improvements are proposed to mitigate 2023 existing traffic operations: o Construct a northbound right-turn lane o Signal modifications ■ McMillan Road and Black Road intersection • The intersection operates at LOS F with all lane groups operating at or over capacity with a v/c ratio exceeding 1.00 during the peak hours, exceeding ACHD minimum operational thresholds • The intersection also exceeds ACHD minimum operational thresholds during the 3:00-4:00 PM shoulder hour • The intersection is programmed in the ACHD 2022-2026Integrated Five-Year Work Plan(IFYWP) to be reconstructed as a multilane roundabout with two lanes on Black Cat Road and one lane on McMillan Road(Project 203779) j ENGINEERING,INC. 3 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho • Two improvement options are proposed to mitigate 2023 existing traffic operations: o Option 1 —Reconstruct as a single-lane roundabout ■ The roundabout should be designed and constructed to be expandable to a multilane roundabout as programmed in the IFYWP o Option 2—Install an interim traffic signal and construct left-turn lanes on all approaches (3x3) ■ The intersection meets MUTCD signal Warrant 1 and Warrant 2 with 2023 existing traffic 2.2 With 2023 existing traffic, none of the other study area intersections warrant turn lanes based on ACHD turn-lane guidelines 2.3 With 2023 existing traffic,all study area roadway segments meet ACHD level of service planning thresholds with the existing lane configuration. As a result,no roadway capacity improvements are needed to mitigate 2023 existing traffic operations 3.0 Improvements Needed to Mitigate 2027 Build-Out Year Background Traffic 3.1 With 2027 background traffic, two study area intersections are anticipated to exceed minimum operational thresholds analyzed with the existing intersection control and lane configurations. The intersections, operational deficiencies, and improvements needed to mitigate 2027 background traffic operations are: ■ Chinden Boulevard and Black Cat Road intersection • The intersection is anticipated to meet ACHD minimum operational thresholds but exceeds ITD minimum operational thresholds o The northbound shared through/right-turn lane group operates at LOS F with a v/c ratio of 0.96 in the AM peak hour and 0.93 in the PM peak hour, exceeding ITD 0.90 threshold • As with 2023 existing traffic, the following interim improvements are proposed to mitigate 2027 background traffic operations: o Construct a northbound right-turn lane o Signal modifications ■ McMillan Road and Black Road intersection • The intersection exceeded minimum operational thresholds during the peak and shoulder hours under 2023 existing traffic conditions and will continue to fail with additional background traffic growth o The intersection is anticipated to operate at LOS F withal] lane groups operating overcapacity with a v/c ratio exceeding 1.00 during the peak hours • As with 2023 existing traffic, two improvement options are proposed to mitigate 2027 background traffic operations: o Option 1 —Reconstruct as a single-lane roundabout o Option 2—Install an interim 3x3 traffic signal • No alternative mitigation measures are recommended as the intersection is programmed for improvements in the IFYWP and exceeds minimum operational thresholds during the shoulder hour 3.2 With 2027 background traffic,none of the other study area intersections warrant turn lanes based on ACHD turn-lane guidelines j ENGINEERING,INC. 4 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho 3.3 With 2027 background traffic, all study area roadway segments are anticipated to continue to meet ACHD level of service planning thresholds with the existing lane configuration. As a result,no roadway capacity improvements are needed to mitigate 2027 background traffic operations 4.0 Improvements Needed to Mitigate 2027 Build-Out Year Total Traffic 4.1 With 2027 total traffic, two study area intersections are anticipated to exceed minimum operational thresholds analyzed with the existing intersection control and lane configurations. The intersections, operational deficiencies, and improvements needed to mitigate 2027 total traffic operations are: ■ Chinden Boulevard and Black Cat Road intersection • The intersection is anticipated to meet ACHD minimum operational thresholds but exceeds ITD minimum operational thresholds o The northbound shared through/right-turn lane group operates at LOS F with a v/c ratio of 0.96 in the AM peak hour and 0.94 in the PM peak hour, exceeding ITD 0.90 threshold • As with 2023 existing and 2027 background traffic, the following interim improvements are proposed to mitigate 2027 total traffic operations: o Construct a northbound right-turn lane o Signal modifications ■ McMillan Road and Black Road intersection • The intersection exceeded minimum operational thresholds during the peak and shoulder hours under 2023 existing traffic conditions and will continue to fail with additional background traffic growth and site traffic o The intersection is anticipated to operate at LOS F with all lane groups operating over capacity with a v/c ratio exceeding 1.00 during the peak hours • As with 2023 existing and 2027 background traffic, two improvement options are proposed to mitigate 2027 background traffic operations: o Option I —Reconstruct as a single-lane roundabout o Option 2—Install an interim 3x3 traffic signal • No alternative mitigation measures are recommended as the intersection is programmed for improvements in the IFYWP and exceeds minimum operational thresholds during the shoulder hour 4.2 With 2027 total traffic,one study area intersection is anticipated to warrant a turn lane based on ACHD turn lane guidelines: ■ Ramblin Court and Black Cat Road intersection • Souhbound right-turn lane o Warranted by 2026 when the development generates approximately 330 PM peak hour trips, which is equivalent to building out of the residential land uses,daycare center,office use,5,000 square feet of retail space 4.3 With 2027 total traffic, all study area roadway segments are anticipated to meet ACHD level of service planning thresholds. As a result,no roadway capacity improvements are needed to mitigate the 2027 build- out year total traffic operations 4.4 The estimated site traffic as a percentage of the 2027 total traffic at the study area intersections are: ■ Chinden Boulevard and Black Cat Road intersection AM Peak=6.8%,PM Peak=4.9% ■ Ramblin Court and Black Cat Road intersection AM Peak=33.1%,PM Peak=33.9% ■ McMillan Road and Black Cat Road intersection AM Peak= 15.3%,PM Peak= 11.9% ENGNMRING,INC. 5 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho ■ Ustick Road and Black Cat Road intersection AM Peak= 10.1%,PM Peak= 8.5% ■ Cherry Lane and Black Cat Road intersection AM Peak=6.8%,PM Peak=4.5% 4.5 The estimated site traffic as a percentage of the 2027 total traffic on the study area segments of Black Cat Road are: ■ Between Chinden Boulevard and Ramblin Court AM Peak= 17.0%, PM Peak= 16.2% ■ Between Ramblin Court and McMillan Road AM Peak=24.5%, PM Peak=21.2% ■ Between McMillan Road and Ustick Road AM Peak=23.8%,PM Peak= 17.2% ■ Between Ustick Road and Cherry Lane AM Peak= 13.9%,PM Peak=9.7% §jENGINEERING,INC. 6 Traffic Impact Study Blayden Subdivision July 2023 Meridian, Idaho 1 .0 INTRODUCTION CR Engineering,Inc.has been retained to prepare a traffic impact study(TIS)for the proposed Blayden Subdivision development located in the southwest area of the Chinden Boulevard and Black Cat Road intersection in Meridian, Idaho. Figure 1.1 shows the site location and its vicinity. The TIS evaluates the potential traffic impacts resulting from traffic growth, in-process developments within the area, and the proposed development, and identifies improvements to mitigate the impacts if needed. Figure 1.1—Site Location and Vicinity NTS 'V -Joplin Rd .Spur-'Vjng - - - --- - r': �. I Country, Club �oxtai I - r - Golf Course., I I Yd- n Bred - - -�_ Heroes Park BLAYDEN SUBDIVISION fl y IV�' _ .Pro r I - 4'4,r,rlc rwlillan I Rd,- �I"L + I +i:L— f Q AIDA E Z $ _ Park CANYON ----T - -w Ustick Rd - - , Tully 4 _ Park - k I kTen miry � �� P ? _ Cry ��� I 4�''� I• �I-�i��_I1�'} - 7 ,-, �`, - W Cherry Ln Meridian 7�+� Middle ---� I- - faleridian Schoal;. - '- YG{ollegg-a "� �•=I -.— _ i-- Fuller Park i44High , 4V$'stem,_+ I 4 -- I- "I 'V'! Pine-A3€e ;__ ., School Idaho �- ...I�� ... L--E Franklin Rd --- - ¢r 1 - _ - VY Franklin Rd §jENGWEERNG,INC. 7 Traffic Impact Study Blayden Subdivision July 2023 Meridian, Idaho 1.1 Proposed Development Figure 1.2 shows the preliminary site development plan with the proposed site access locations. Blayden Subdivision is a proposed mixed-use development containing the following land uses: • 22 townhomes • 312 multifamily dwelling units, • A 7,000-square-foot daycare center • 17,540 square feet of office space • 26,040 square feet of retail space • An 1,800-square-foot coffee shop with drive-through window • One existing single-family home will remain within the site The anticipated build-out year is 2027 but this may change depending on market conditions. Based on the preliminary site plan,the development is proposing one access roadway, Ramblin Street, connecting to Black Cat Road and aligning with Ramblin Court to the east for site access. One emergency access is proposed on Chinden Boulevard. Three stub roads are proposed at the southern site boundary and one to the west for future connectivity to the adjacent parcels. Based on the preliminary site plan, there are 693 vehicle parking stalls and 30 bicycle parking spaces provided. Figure 1.2—Preliminary Site Plan Emergq,� access - --__ wH Chinden Blvd 1 F' 17 � - �„1,I �, ,I,I, .. ,II1II L)AYQARF- � NT5 i y wm- - - OF.ICE ti I - M -IFAMILY OFF'ICEIRETAILRUM 9-m— -I — �Io � r � IIIii — Illlllill � J_ I_ "�.. __..�� .. OFFICE/ - COFF �Qp' I. � � ry� :^R�ETAIL� Iu R, E iHI II E H L'.M 5 e s 3 I �_ j6t H'—Ramblin St s T - - .. I _I7 ..-- -- 'E I. •�'rTTiE L- E LL E T-L E T-L III' L Existing hame j ENGINEERING,INC. 8 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho 1.2 Study Approach The TIS was prepared following ACHD Policy, Section 7106— Traffic Impact Studies. The scope of this TIS was determined through coordination with ACHD and ITD with inputs from the Community Planning Association of Southwest Idaho (COMPASS). Results from the COMPASS area of influence model runs are included in the appendix. 1.3 Study Area The following study area intersections and roadway segments were identified by ACHD and ITD for traffic impact analysis: • Chinden Boulevard and Black Cat Road intersection • Ramblin Court and Black Cat Road intersection o Site access • McMillan Road and Black Cat Road intersection • Ustick Road and Black Cat Road intersection • Cherry Lane and Black Cat Road intersection • Black Cat Road segments between Chinden Boulevard and Cherry Lane 1.4 Study Period The analysis periods are weekday AM and PM peak hours of operation of the adjacent transportation system. The analysis years are: • 2023 existing traffic • 2027 build-out year background traffic • 2027 build-out year total traffic 1.5 Analysis Methods and Performance Measure Thresholds Roadway segments under ACHD's jurisdiction were evaluated based on the level of service (LOS) planning thresholds per Table 2 of the ACHD Policy Manual, Section 7106. The roadway segment planning level of service is based on the maximum peak hour directional volume for different roadway functional classifications,the number of through lanes, and the left-turn type. The planning level of service is LOS E for arterial streets and LOS D for collector streets. Intersection capacity analysis was performed using Synchro 11 (Version 11.1.2.9), which utilizes HCM6 methodologies. All parameters used in the analysis were based on existing data when available or Synchro default values,when not available. According to ACHD Policy Manual, the minimum operational threshold for stop-controlled intersections is a volume-to-capacity(v/c)ratio of 1.00 for the critical lane group. Stop-controlled intersections that are projected to operate at LOS D or worse require signal warrant analysis based on MUTCD guidelines.The minimum operational threshold for signalized intersections is a We ratio of 0.90 for the overall intersection and 1.00 for a lane group. ITD minimum operational thresholds are a We ratio of 0.90 for the overall intersection and lane group. Synchro outputs utilizing the HCM 6t1i Edition methodology do not produce an overall intersection We ratio as a measure of effectiveness (MOE) for signalized intersections. For this study, the overall intersection We ratio was estimated using Synchro based on HCM 2000 methodologies. j ENGMERNG,INC. 9 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho 2.0 EXISTING CONDITIONS 2.1 Roadway Network, Intersection Control, and Lane Configuration Table 2.1 summarizes the existing roadway characteristics within the study area. The roadway functional classification is based on the COMPASS 2040 Functional Classification Map and the ITD iPlan OpenData ArcGIS database. Figure 2.1 summarizes the study area roadway segment and intersection control and lane configuration. Table 2.1 —Existing Roadway Characteristics Functional Number Posted Speed Roadway Classification of Lanes Limit(mph) Multimodal Facilities Chinden Boulevard Expressway 5 55 • Detached pathways on both sides (US 20/26) (Statewide Route) • No bus routes • Detached sidewalks along developed frontages Black Cat Rd Minor Arterial 2-3 45 • No bus routes Ramblin Ct Local Street 2 25 • Sidewalk on the north side of Ramblin Ct • Detached sidewalks along developed frontages McMillan Rd Minor Arterial 2/3 50 . Bicycle lanes between San Vito and Ten Mile Rd • No bus routes • Detached sidewalk along developed frontages Ustick Rd Principal Arterial 2-3 50 • No bus routes • Sidewalk on both sides Cherry Ln Principal Arterial 2/5 40 • Bicycle lanes east of Black Cat Rd • No bus routes 2.2 Transit Facilities There are no existing bus stops or routes on the study area roadways. 2.3 Pedestrian and Bicycle Facilities There are existing sidewalks and bicycle facilities on the study area roadways as summarized in Table 2.1. The existing signalized intersections have crosswalks. 2.4 Existing Traffic Volumes Weekday AM and PM peak hour turning movement traffic counts were collected at the study area intersections between March 1 and 2,2023. Weekday daily traffic counts were collected on the study area roadway segments on March 1 and 2, 2023. The peak hour intersection turning movement counts were collected on a weekday for a 4- hour period at 15-minute intervals between 6:00 and 10:00 during the AM peak travel period hour and between 3:00 and 7:00 during the PM peak travel period. Shoulder hours traffic was also collected. Existing traffic counts are included in the appendix. Figure 2.2 summarizes the existing AM peak hour counts at the study area intersection. Figure 2.3 summarizes the existing PM peak hour traffic counts at the study area intersections and daily traffic volumes on the study area roadway segments. j ENGINEERING,INC. 10 Traffic Impact Study elayden Subdivision July 2023 Meridian, Idaho Figure 2.1—Study Area Roadway Segment and Intersection Control and Lane Configuration 4 Club �oxra +' -__ Golf f ' Lours �� �] - YU• 1 v�l�6Fiir�derrBl•�d•. TE 2 Ramblin.•Ct I NTS Heroes Park � •' MSD .. - �VV-KkMillan Rd 3 r— �`r-= i �4 � `-`-may, -: � ---� �---� ;i 7-1 - - 7 ADA E-- l I L - -— � L � - 4 ---VV bstick Rd' ,4NYON Df — � L Tulhj Park ~ L mar z - -$ 0 5 a'J Chem}+ Ln Meridian S Middle NY eridian School 1 �, Fuller Park M High — — 1 Chinden Blvd&Black Cat Rd 2 Ramblin Ct&IBlack Cat Rd LU o U, 3 McMillan Rd&Black Cat Rd 4 Ustick Rd&Black Cat Rd 5 Cherry Ln&Black Cat Rd _W+ �.l l O O §jENGWEERNG,INC. ll Traffic Impact Study elayden Subdivision July 2023 Meridian, Idaho Figure 2.2—2023 Existing AM Peak Hour Traffic 0 J!'I!1111 RU -_---t - ,�EluIW Lj - - - I Coll nt rye J Club .o- roxta ' Golf Cours �� ' �] Ylf• - 1 vtl`Ek�inde�i-B���` J J . TE 2 Ramblin Ct I NT5 H eroes ---•_--I �'- - Pa rk � f t� l MSD [ Pr T operty 1 Er- 3 + 1 i ] -�jTII I_ __ I ~L �- i {FDA E 4 ---VV Usick Rd GANYO N o t, }, - I Tully U� Park L I. ) b'd Cherry Lrl Meridian S Middle School NYI L�L4FulleF Park Meridian-3 _�� I - 'I — i - ;x High.,; _ 1 Chinden Blvd&Black Cat Rd 2 Ramblin Ct&Black Cat Rd 14 15 45 294 3 25J � 16 � 16 708 442 109 120 10 r- 146 19 242 439 10 3 McMillan Rd&Black Cat Rd 4 Ustick Rd&Black Cat Rd 5 Cherry Ln&Black Cat Rd 82 182 59 41 158 39 35 173 140 79 J 28 51 J k— 15 22 45 256 213 354 — *-- 359 309 160 20 � � 43 27 � � 31 38 � � 26 '1 t �' '1 1 r' '1 1 18 231 79 33 213 73 52 212 95 §jENGWEERNG,INC. 12 Traffic Impact Study Blayden Subdivision July 2023 Meridian, Idaho Figure 2.3—2023 Existing PM Peak Hour Traffic and ADT 0 JL'I!III I F%U --- I Country. ' Club roxta Golf 8,113 . k�� : .. I Coura L 2] Ylf• 1 ---Ek►inde�i-B��d J TE .Ramblin Ct I NT5 - � -Heroes ADT=8,257 Pa rk :.. M SD Froperty Er- 8,019 �_ _ • � r ` I— ADA E � -- - - - - � ---VVUckRd ' — -= GANYO N n si}, - I :2 Tulhj y' - Fla L ObV Cherry Ln Meridian S - I —� I~4'" u Middle L r School I L�T L4� FSI Ile F Park frle rid ian I- .ni High.J��' I _ 1 Chinden Blvd&Black Cat Rd 2 Ramblin Ct&Black Cat Rd 18 18 26 339 8 21 43 6 725 ~ 834 103 218 10 1 r 117 22 154 305 16 3 McMillan Rd&Black Cat Rd 4 Ustick Rd&Black Cat Rd 5 Cherry Ln&Black Cat Rd 76 304 49 48 274 39 29 273 89 88 J 84 31 J 52 43 130 179 -4—270 242 -4-- 342 292 356 19 � � 84 24 � � 92 58 � � 126 1 r' ') 1 r' ') 1 r' 43 221 87 47 234 56 51 232 63 §jENGWEERNG,INC. 13 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho 2.5 Intersection and Roadway Segment Crash Data The most current five-year crash data (2017-2021) was obtained from the Local Highway Technical Assistance Council(LHTAC)website(http://gis.lhtac.or /g safety). Table 2.2 summarizes the crash data statistics for the study area intersections and roadway segments. Based on the historical crash data, there are no apparent safety issues at the study area intersections or roadway segments.There was one fatal crash that occurred at the Chinden Boulevard and Black Cat Road intersection involving a pedestrian in 2019 before the signal and crosswalks were installed. The intersection has been widened and signalized at the end of 2020, adding left-turn lanes to the Black Cat Road approaches,and widening Chinden Boulevard to five lanes. Most of the crashes on the study area roadway segments occurred near intersections or driveways. Table 2.2—Intersection Crash Data(2017-2021) Intersection Crash Severity Crash Rate or (ACC/MV) Roadway Total pD0 Injury Fatal or Segment Crashes Notes ACC/MVM) Chinden Blvd • 19 head-on or angle crashes,5 rear-end crashes Ol and 34 19 14 1 • 15 crashes due to failure to yield or inattention 0.59 Black Cat Rd • 24(61%)crashes on Black Cat Road approaches Ramblin Ct Oand 1 1 0 0 • Lane departure into fence due to loss of control 0.07 Black Cat Rd • 8 angle-turning crashes,2 rear-end crash 3OMcMillan Rd • 2(50%)crashes in icy/snowy conditions and 10 6 4 0 • 0.49 Black Cat Rd All crashes due to failure to yield,following too close, or inattention OUstick Rd • 15 head-on or angle crashes and 20 12 8 0 . 11 crashes due to failure to yield 0.75 Black Cat Rd Cherry Ln • 6 angle crashes,4 rear-end crashes OS and 12 3 9 0 • 9 crashes due to failure to yield,following too close,or 0.40 Black Cat Rd inattention Chinden Blvd to No Reported Crashes - Ramblin Ct Ramblin Ct to 3 1 2 0 • All crashes occurring near intersections 0.31 McMillan Rd U CQMcMillan Rd • 4 rear-end crashes p� to 18 15 3 0 • 10 lane departure crashes 1.47 Ustick Rd • All crashes occurring near intersections or driveways Ustick Rd to 4 2 2 0 • 2 rear-end crashes 0.24 Cherry Ln j ENGWEERNG,INC. 14 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho 2.6 Roadway Segment Planning Level of Service The study area roadway segments were evaluated based on ACHD level of service planning thresholds. Table 2.3 summarizes the roadway segment level of service with existing traffic and lane configuration. The peak hour directional volume for each segment is the critical volume taken from the adjacent intersections. All study area roadway segments currently meet ACHD level of service planning thresholds with 2023 existing traffic volumes. Table 2.3—Roadway Segment Planning Level of Service—2023 Existing Traffic Peak Hour ACHD Directional Meets Functional Planning Volume [vph] LOS Classification Left-Turn Threshold AM PM Planning Roadway Segment (No.of Lanes) Lane Type [vph] Peak Peak ADT Threshold? Chinden Blvd Minor Arterial TWLTL 720 NB=455 SB=347 8,113 Yes to Ramblin Ct (3) Ramblin Ct Minor Arterial Mostly 720 NB=449 SB=429 8,257 Yes Black Cat Rd to McMillan Rd (2-3) TWLTL McMillan Rd Minor Arterial Partial 575-720 NB=328 SB=407 8,019 Yes to Ustick Rd (2-3) TWLTL Ustick Rd Minor Arterial Mostly 720 SB=348 NB=405 9,782 Yes to Cherry Ln (2-3) TWLTL 2.7 Intersection Operations To determine the existing traffic operations,the study area intersections were analyzed with the existing intersection control and lane configuration with 2023 existing peak hour traffic volumes. Copies of the analysis reports are included in the appendix. Table 2.4 summarizes the intersection capacity analysis results. Two study area intersections currently exceed minimum operational thresholds under 2023 existing traffic conditions: • Chinden Boulevard and Black Cat Road • McMillan Road and Black Cat Road intersection 2.8 Roadway Segment Mitigation All study area roadway segments currently meet ACHD level of service planning thresholds with the existing lane configuration and 2023 traffic volumes. As a result, no roadway capacity improvements beyond the intersection improvements are needed to mitigate existing traffic operations. j ENGINEERING,INC. 15 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho Table 2.4-2023 Existing Peak Hour Traffic Operations Intersection AM Peak Hour PM Peak Hour or Delay v/c Delay v/c Intersection Control/Lane Lane Group LOS [s/veh] Ratio LOS [s/veh] Ratio Intersection D 48 0.41 E 66 0.47 EBL D 49 0.11 D 36 0.04 EBT E 65 0.86 E 66 0.88 EBR D 49 0.30 D 48 0.29 Chinden Blvd WBL B 17 0.21 C 32 0.34 lO and WBT A 1 0.26 E 70 0.89 Black Cat Rd }_ WBTR A 1 0.26 E 70 0.89 f NBL E 66 0.63 E 69 0.71 NBTR F 90 0.93 F 88 0.91 SBL E 77 0.56 E 77 0.31 SBTR E 60 0.15 E 69 0.29 !l. WB B 14 0.10 B 12 0.04 Ramblin Ct NBTR O � - - - - - -and Black Cat Rd SBL A 9 <0.01 A 8 0.01 SBT - - - - - - Intersection F 90 - F 107 - McMillan Rd � EB F 109 1.12 F 56 0.97 3O and +° -� WB F 77 1.04 F 140 1.25 Black Cat Rd ,}'� NB F 99 1.11 F 85 1.12 SB F 72 1.02 F 131 1.23 Intersection C 25 0.58 C 25 0.58 EBL B 17 0.23 B 18 0.16 1 EBTR C 22 0.69 C 23 0.62 Ustick Rd +� WBL B 16 0.14 B 17 0.30 O and 0 k- WBTR C 26 0.86 C 26 0.84 Black Cat Rd }� NBL C 20 0.14 B 19 0.23 C NBTR C 30 0.82 C 26 0.75 SBL C 21 0.22 B 19 0.17 SBTR C 26 0.64 C 28 0.82 Intersection B 19 0.46 C 22 0.55 EBL B 18 0.09 B 19 0.21 EBT C 22 0.66 C 23 0.56 EBTR C 22 0.67 C 23 0.57 Cherry Ln -��- WBL B 18 0.12 B 17 0.38 SO and , o L WBT C 21 0.56 C 24 0.84 Black Cat Rd }•� ; WBR B 19 0.20 B 19 0.36 r NBL B 12 0.13 B 17 0.19 NBTR C 20 0.80 C 24 0.80 SBL B 14 0.43 B 18 0.34 SBTR B 18 0.50 C 24 0.80 §jENGWEERNG,INC. 16 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho 2.9 Intersection Mitigation Two study area intersections exceed minimum operational thresholds under 2023 existing traffic conditions analyzed with the existing intersection control and lane configuration. None of the other study area intersections warrants turn lanes based on ACHD turn-lane guidelines. The intersections,operational deficiencies,and mitigation improvements are summarized below. Chinden Boulevard and Black Cat Road Intersection The Chinden Boulevard and Black Cat Road intersection meets ACHD minimum operational thresholds with the existing intersection control and lane configuration. The intersection also meets ITD minimum operational thresholds except for one lane group. The northbound shared through/right-turn lane is operating at LOS F with a v/c ratio of 0.93 in the AM peak hour and 0.91 in the PM peak hour, exceeding ITD 0.90 threshold. ITD and ACHD currently do not have funded improvements programmed at the intersection. According to ACHD's long-term Capital Improvements Plan (CIP), the intersection is planned to be reconstructed and widened to have one left-tarn, one through, and one right-turn lane on the Black Cat Road approaches. The Chinden Boulevard approaches are planned to have dual left-turn lanes,two through lanes,and one right-turn lane. These improvements are planned to be constructed in the 2036-2040 timeframe. The following interim improvements are proposed to mitigate existing traffic operations: • Construct a northbound right-turn lane • Signal modifications Table 2.5 summarizes the intersection mitigation analysis results. The intersection is anticipated to meet ITD minimum operational thresholds with the proposed improvements. No shoulder hours analysis or alternative mitigation measures are recommended as the intersection meets ACHD minimum operational thresholds. Table 2.5—Chinden Boulevard and Black Cat Road Intersection—2023 Existing Traffic Mitigation Intersection AM Peak Hour PM Peak Hour Control/Lane or Delay v/c Delay v/c Intersection Mitigation Lane Group LOS [s/veh] Ratio LOS [s/veh] Ratio Intersection D 40 0.45 E 57 0.46 EBL D 47 0.11 C 31 0.03 EBT E 64 0.87 E 66 0.89 EBR C 26 0.30 C 28 0.29 1. WBL A 8 0.17 C 21 0.31 Chinden Blvd J i WBT A 1 0.23 E 64 0.90 �1 and Black Cat Rd WBTR A 1 0.23 E 63 0.90 '1 NBL E 79 0.72 E 75 0.67 NBT E 78 0.38 E 76 0.36 NBR C 30 0.40 C 27 0.25 SBL E 63 0.21 E 66 0.14 SBTR F 81 0.62 E 78 0.56 j ENGWEERNG,INC. 17 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho McMillan Road and Black Cat Road Intersection The McMillan Road and Black Cat Road intersection exceeds ACHD minimum operational thresholds as an all- way stop-controlled intersection with one shared lane on all approaches. The intersection operates at LOS F during the AM and PM peak hours with all lane group v/c ratios exceeding 1.00 during the AM peak hour. The intersection also exceeds ACHD minimum operational thresholds during the shoulder hour as shown in Table 2.6. Table 2.6—McMillan Road and Black Cat Road Intersection—2023 Existing Shoulder Hours Traffic Operations AM Shoulder Hours PM Shoulder Hours Intersection 6-7 AM 9-10 AM 3-4 PM 6-7 PM Control/ or v/c v/c v/c v/c Intersection Lane Lane Group LOS Delay Ratio LOS Delay Ratio LOS Delay Ratio LOS Delay Ratio Intersection A 10 - B 13 - F 88 - C 21 - McMillan Rd � EB A 10 0.21 B 12 0.35 F 100 1.10 C 16 0.43 3O and +4 �+ WB A 10 0.20 B 12 0.35 F 100 1.10 C 23 0.68 Black Cat Rd e NB B 10 0.31 B 13 0.39 F 78 1.04 C 19 0.59 SB B 10 0.31 1 C 15 0.55 11 F 74 1.02 C 23 0.67 A signal warrant analysis was conducted as required per ACHD Policy. Signal warrant worksheets are included in the appendix. Based on the existing volumes,the intersection meets Warrant 1 and Warrant 2,eight-hour and four- hour vehicular volume. The intersection is programmed in the ACHD 2022-2026Integrated Five-Year Work Plan (IFYWP)to be reconstructed as a multilane roundabout with two lanes on Black Cat Road and one lane on McMillan Road. Two improvement options are proposed to mitigate 2023 existing traffic operations: • Option 1 —Install an interim signal with left-turn lanes on all approaches(3x3 signal) • Option 2—Install a single-lane roundabout o The roundabout should be designed and constructed to be expandable to a multilane roundabout as programmed in the IFYWP Table 2.7 summarizes the intersection mitigation analysis results. The intersection is anticipated to meet ACHD minimum operational thresholds with either improvement option. No alternative mitigation measures are recommended as the intersection is programmed for improvements in the IFYWP and exceeds minimum operational thresholds during the shoulder hour. §jENGIMERING,INC. 18 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho Table 2.7—McMillan Road and Black Cat Road Intersection—2023 Existing Traffic Mitigation Intersection AM Peak Hour PM Peak Hour Control/Lane or Delay v/c Delay v/c Intersection Mitigation Lane Group LOS [s/veh] Ratio LOS [s/veh] Ratio Intersection C 20 0.49 C 24 0.60 EBL B 16 0.28 B 19 0.37 J EBTR C 23 0.76 C 21 0.45 + ' WBL B 16 0.17 B 17 0.23 } :i� WBTR C 23 0.73 C 27 0.83 �. NBL B 15 0.06 B 18 0.20 McMillan Rd NBTR C 22 0.78 C 23 0.68 3O and SBL B 15 0.22 B 17 0.18 Black Cat Rd SBTR B 18 0.59 C 27 0.84 Intersection A 8 - B 11 - r �7 EB A 8 0.41 A 9 0.39 + WB A 8 0.34 B 11 0.54 �► NB A 10 0.43 A 9 0.42 SB A 8 0.37 B 13 0.57 §jENGINEERING,INC. 19 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho 3.0 2027 BUILD-OUT YEAR BACKGROUND TRAFFIC CONDITIONS 3.1 Roadway Network The study area roadways and intersections are expected to remain the same as the existing conditions for the 2027 background traffic analysis. There are projects programmed on the study area roadways or intersections in the ACHD FY2022-2026 IFYWP and 2020 Capital Improvements Plan (CIP). Table 3.1 summarizes the projects programmed within the study area. Table 3.1—Planned Improvements Summary Construction Transportation Plan Project Year McMillan Road and Black Cat Road intersection(Project 203779) Reconstruct as a multilane roundabout with two lanes on the Black Cat Rd and one lane Future on McMillan Rd Ustick Road and Black Cat Road intersection(Project IN202-09) Widen intersection with 7 lanes on Black Cat Road and 6 lanes on Ustick Rd,enhance 2024 ACHD 2022-2026 pedestrian/bike facilities and lighting IFYWP Ustick Road—Black Cat Road to Ten Mile Road(Project 204189) Widen to 5 lanes to include enhanced pedestrian/bike facilities on both sides of the 2024 roadway Ustick Road—McDermott Road to Black Cat Road(Project 102502) Widen to 5 lanes to include enhanced pedestrian/bike facilities on both sides of the Future roadway Chinden Boulevard and Black Cat Road intersection(Project IN202-0220) 2036-2040 Widen/reconstruct all approaches to 3x7 Cherry Lane and Black Cat Road intersection(Project IN202-0190) 2031-2035 Widen/reconstruct as a dual-lane roundabout McMillan Road from McDermott Road to Black Cat Road(Project RD202-0960) 2036-2040 Reconstruct/widen to 3 lanes McMillan Road from Black Cat Road to Ten Mile Road(Project RD202-0970) 2031-2035 Reconstruct/widen to 3 lanes ACHD 2020 CIP Black Cat Road from Chinden Boulevard to McMillan Road(Project RD202-0210) 2036-2040 Reconstruct/widen to 5 lanes Black Cat Road from McMillan Road to Ustick Road(Project RD202-0200) 2031-2035 Reconstruct/widen to 5 lanes Black Cat Road from Ustick Road to Cherry Lane(Project RD202-0190) 2031-2035 Reconstruct/widen to 5 lanes Black Cat Road from Cherry Lane to Franklin Road(Project RD202-0180) 2031-2035 Reconstruct/widen to 5 lanes j ENGWEERNG,INC. 20 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho 3.2 Background Traffic 2027 background traffic was estimated by extrapolating the 2023 existing traffic counts by the following annual growth rates: • 2.0%per year on Ramblin Court • 3%per year on Chinden Boulevard and McMillan Road • 4.0%per year on Black Cat Road and Cherry Lane • 8.0%per year on Ustick Road These growth rates are based on COMPASS forecasts and are assumed to include all in-process developments in the area. However, applying an annual growth rate would not accurately account for the off-site traffic growth at the Chinden Boulevard and Black Cat Road intersection generated by two in-process developments located north of the intersection—Fairborne Subdivision and Black Cat Chinden Apartments. The Fairborne Subdivision is built- out, except for the commercial lot. The Black Cat Chinden Apartments is currently under construction with approximately 50%of the apartments occupied. Offsite traffic generated by the remaining of these two in-process developments was added to the Chinden Boulevard and US 20/26 intersection in addition to the annual traffic growth. A summary of the off-site traffic is included in the appendix. Figure 3.1 and Figure 3.2 summarize the estimated 2027 build-out year AM and PM peak hour background traffic. 3.3 Roadway Segment Planning Level of Service Table 3.2 summarizes the roadway segment level of service with the existing lane configurations and 2027 background traffic volumes. All study area roadway segments are anticipated to continue to meet ACHD planning level of service thresholds with the existing lanes. Table 3.2—Roadway Segment Level of Service—2027 Build-Out Year Peak Hour Background Traffic Peak Hour ACHD Directional Meets Functional Planning Volume [vph] LOS Classification Left-Turn Threshold AM PM Planning Roadway Segment (No.of Lanes) Lane Type [vph] Peak Peak ADT Threshold? Chinden Blvd Minor Arterial TWLTL 720 NB=531 SB=410 9,491 Yes to Ramblin Ct (3) Ramblin Ct Minor Arterial Mostly 720 NB=526 SB=502 9,660 Yes to McMillan Rd (2-3) TWLTL Black Cat Rd McMillan Rd Minor Arterial Partial 575-720 NB=383 SB=472 9,381 Yes to Ustick Rd (2-3) TWLTL Ustick Rd Minor Arterial Mostly 720 SB=407 SB=479 11,444 Yes to Cherry Ln (3) TWLTL j ENGWEERNG,INC. 21 Traffic Impact Study elayden Subdivision July 2023 Meridian, Idaho Figure 3.1 —2027 Build-Out Year AM Peak Hour Background Traffic f Club ,} roxta f I I - � � 4 1 ._ f-- _ '-- - ' , • - ' Golf Coura I ] W, 1 vtl`Ek�inde�i-B��d� J TE 2 Ramblin Ct I NT5 Heroes { --__--' �'- - Park I ~` M SID x f ''T1' _..._�*'-'�4 Property �E_ - y- 7 I_ ADA E 4 ---VV Usick Rd GANYO N t, }, - I 73 Tully U� Park L Cherry Lrl Meridian S Middle NY School I L�L4� FulleF Park fvleridian�-0 —S_�� I - 'I — I - ;x ' High _ 1 Chinden Blvd&Black Cat Rd 2 Ramblin Ct&Black Cat Rd 47 32 90 344 4 65 72 17 789 489 123 135 11 1 1 171 39 283 514 12 30 McMillan Rd&Black Cat Rd 4 Ustick Rd&Black Cat Rd 5 Cherry Ln&Black Cat Rd 96 213 69 48 185 46 41 202 164 89 J 32 69 J 20 26 J 53 288 � 240 482 488 361 187 23 r 48 37 42 44 30 21 270 92 39 249 85 61 248 111 §jENGWEERNG,INC. 22 Traffic Impact Study elayden Subdivision July 2023 Meridian, Idaho Figure 3.2—2027 Build-Out Year PM Peak Hour Background Traffic and ADT Club roxta Golf r 9,491 k Cours �� I �] Ylf• PRamblin TE Ct I NT5 `� II *� --Heroes ` ADT=9,660 Pa rk :.. M so Property Er- la . yt+,r,E:rrli� n rid a 9,381 _ r 5f I i ' '-D - I— ADA E ---VVUsickRd CANYON *, },•• _ - I :2 Tulhj 11,444 r Park •'' L I. I < O a'J Cherry Ln Meridian:'S ;.... I~4'" J Middle ' Meridian School I t„LLL Fuller Park ,— .ni High _ 1 Chinden Blvd&Black Cat Rd 2 Ramblin Ct&Black Cat Rd 103 49 125 397 9 104 J 136 6 779 901 116 245 1 11 37 53 180 357 19 3 McMillan Rd&Black Cat Rd 4 Ustick Rd&Black Cat Rd 5 Cherry Ln&Black Cat Rd 89 356 57 56 321 46 34 319 104 99 J 95 42 J 71 50 J 152 201 -0---304 329 -0---465 342 -0--- 416 21 r 95 33 r 125 68 r 147 1 (_- 1 r- -) 1 r- 50 259 102 55 274 66 60 271 74 §jENGWEERNG,INC. 23 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho 3.4 Intersection Operations To determine the 2027 background traffic operations,the study area intersections were analyzed with the existing intersection control and lane configuration with 2027 build-out year background traffic volumes. Copies of the analysis reports are included in the appendix. Table 3.3 summarizes the intersection capacity analysis results. Two study area intersections are anticipated to continue to exceed minimum operational thresholds under 2027 background peak hour traffic conditions: • Chinden Boulevard and Black Cat Road intersection • McMillan Road and Black Cat Road intersection Table 3.3-2027 Build-Out Year Background Traffic Operations Intersection AM Peak Hour PM Peak Hour or Delay v/c Delay Intersection Control/Lane Lane Group LOS [s/veh] Ratio LOS [s/veh] LOS Intersection C 34 0.48 D 72 0.63 EBL B 20 0.15 C 28 0.51 EBT C 30 0.52 C 30 0.52 EBR C 24 0.18 C 24 0.18 Chinden Blvd J :� WBL C 21 0.46 C 26 0.73 lO and WBT A 1 0.37 E 56 0.65 Black Cat Rd }_ WBTR A 1 0.37 E 56 0.65 f NBL D 47 0.48 D 50 0.54 NBTR F 96 0.96 F 94 0.93 SBL E 63 0.70 D 53 0.68 SBTR D 54 0.27 E 63 0.61 WB B 13 0.07 B 12 0.04 Ramblin Ct a NBTR O - - - -and Black Cat Rd } SBL A 9 <0.01 A 8 0.01 r. SBT - - - - - - Intersection F 110 - F 178 - McMillan Rd � EB F 136 1.25 F 81 1.25 3O and �' -� WB F 71 1.05 F 218 1.59 Black Cat Rd 0 NB F 115 1.21 F 149 1.47 SB F 110 1.19 F 227 1.61 Intersection C 29 0.65 C 32 0.70 EBL B 20 0.34 C 22 0.25 1 EBTR C 28 0.86 C 27 0.66 Ustick Rd +� WBL B 19 0.22 B 19 0.40 O and �' WBTR C 30 0.88 C 34 0.90 Black Cat Rd }� NBL C 22 0.15 C 25 0.32 C NBTR C 35 0.86 C 34 0.79 SBL C 24 0.25 C 25 0.23 SBTR C 28 0.58 D 38 0.88 j ENGWEERNG,INC. 24 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho Table 3.3—2027 Build-Out Year Background Traffic Operations (Continued) Intersection AM Peak Hour PM Peak Hour or Delay We Delay v/c Intersection Control/Lane Lane Group LOS [s/veh] Ratio LOS [s/veh] Ratio Intersection C 21 0.52 C 25 0.62 EBL B 20 0.11 C 21 0.26 EBT C 25 0.73 C 25 0.55 1 EBTR C 25 0.74 C 25 0.56 Cherry Ln , �:� WBL B 20 0.14 B 19 0.43 SO and WBT C 24 0.64 C 27 0.87 Black Cat Rd }_ ' WBR C 21 0.22 C 21 0.38 C NBL B 13 0.15 B 19 0.25 NBTR C 22 0.83 C 27 0.85 SBL B 15 0.50 B 20 0.43 SBTR B 18 0.49 C 27 0.84 3.5 Roadway Segment Mitigation Based on the estimated 2027 background peak hour traffic, all study area roadway segments are anticipated to continue to meet ACHD planning level of service thresholds with the existing lanes. As a result, no roadway capacity improvements are needed to mitigate 2027 background operations. 3.6 Intersection Mitigation Two study area intersections are anticipated to exceed minimum operational thresholds under 2027 background traffic conditions analyzed with the existing intersection control and lane configuration. None of the other study area intersections is anticipated to warrant turn lanes based on ACHD turn-lane guidelines. The intersections, operational deficiencies, and mitigation improvements are summarized below. Chinden Boulevard and Black Cat Road Intersection The Chinden Boulevard and Black Cat Road intersection is anticipated to meet ACHD minimum operational thresholds with the existing intersection control and lane configuration. The intersection also meets ITD minimum operational thresholds except for one lane group. The northbound shared through/right-turn lane is anticipated to operate with a v/c ratio of 0.96 in the AM peak hour and 0.93 in the PM peak hour, exceeding ITD 0.90 threshold. As with 2023 existing traffic,the following interim improvements are proposed to mitigate 2027 background traffic operations: • Construct a northbound right-turn lane • Signal modifications Table 3.4 summarizes the intersection mitigation analysis results. The intersection is anticipated to meet ITD minimum operational thresholds with the proposed improvements. No shoulder hours analysis or alternative mitigation measures are recommended as the intersection meets ACHD minimum operational thresholds. j ENGIMEREVO,INC. 25 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho Table 3.4—Chinden Boulevard and Black Cat Road Intersection—2027 Background Traffic Mitigation Intersection AM Peak Hour PM Peak Hour Control/Lane or Delay v/c Delay v/c Intersection Mitigation Lane Group LOS [s/veh] Ratio LOS [s/veh] Ratio Intersection C 28 0.52 D 42 0.60 EBL B 18 0.15 C 25 0.48 EBT C 27 0.51 C 26 0.49 EBR C 22 0.18 C 21 0.17 1. WBL B 19 0.46 C 22 0.70 O Chinden Blvd i WBT A 1 0.35 D 52 0.61 and Black Cat Rd �} WBTR A 1 0.35 D 52 0.61 '1I NBL D 52 0.55 E 56 0.68 NBT D 51 0.12 E 62 0.24 NBR E 62 0.79 E 57 0.60 SBL D 51 0.32 D 54 0.45 SBTR E 58 0.31 E 74 0.85 McMillan Road and Black Cat Road Intersection The McMillan Road and Black Cat Road intersection is anticipated to continue to exceed ACHD minimum operational thresholds as an all-way stop-controlled intersection with the existing lane configuration under 2027 background peak hour and shoulder hour traffic conditions. No additional shoulder hour analysis was conducted since the intersection already exceeded minimum operational thresholds under 2023 existing shoulder hour traffic conditions. As with 2023 existing traffic, two improvement options are proposed to mitigate 2027 background traffic operations: • Option 1 —Install an interim 3x3 signal o The intersection meets MUTCD signal warrants 1 and 2 under 2023 existing traffic and will continue to meet those warrants under 2027 background traffic • Option 2—Install a single-lane roundabout o The roundabout should be designed and constructed to be expandable to a multilane roundabout as programmed in the ACHD 2022-2026 IFYWP Table 3.5 summarizes the intersection mitigation analysis results. The intersection is anticipated to meet ACHD minimum operational thresholds with either improvement option. No alternative mitigation measures are recommended as the intersection is programmed for improvements in the IFYWP and exceeds minimum operational thresholds during the shoulder hour. §jENGINEERING,INC. 26 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho Table 3.5—McMillan Road and Black Cat Road Intersection—2027 Background Traffic Mitigation Intersection AM Peak Hour PM Peak Hour Control/Lane or Delay v/c Delay v/c Intersection Mitigation Lane Group LOS [s/veh] Ratio LOS [s/veh] Ratio Intersection C 23 0.55 C 28 0.68 EBL B 18 0.33 C 23 0.45 J EBTR C 25 0.80 C 25 0.47 `+ y WBL B 18 0.20 B 20 0.26 J �► ;�� �__ WBTR C 25 0.76 C 33 0.87 �► NBL B 16 0.07 C 22 0.27 McMillan Rd NBTR C 24 0.82 C 27 0.71 3O and SBL B 16 0.27 B 20 0.22 Black Cat Rd SBTR B 19 0.64 C 32 0.88 Intersection B 10 - B 14 - r �7= EB A 10 0.48 B 12 0.48 -� WB A 9 0.41 C 15 0.65 �► NB B 12 0.53 B 11 0.51 SB A 9 0.45 C 18 0.71 §jENGINEERING,INC. 27 Traffic Impact Study Blayden Subdivision July 2023 Meridian, Idaho 4.0 2027 BUILD-OUT YEAR TOTAL TRAFFIC CONDITIONS 4.1 Site Traffic 4.1.1 Trip Generation Site trip generation is estimated using the procedures recommended in the lltn Edition of the Trip Generation Manual, published by the Institute of Transportation Engineers (ITE). One existing single-family dwelling unit was included in the trip generation as this home will utilize Ramblin Street for access with Blayden Subdivision. Table 4.1 summarizes the site trip generation. Blayden Subdivision is estimated to generate approximately 5,173 trips per weekday with 458 trips during the AM peak hour and 506 trips during the PM peak hour. Table 4.1 —Build-Out Site Traffic Trip Generation Summary ITE Total Internal Pass-by Pass-by Primary Trips Land Use Code Size Unit Trips Capture Rate Trips Total Entering Exiting Weekday Daily(vpd) Single Family Detached Housing 210 1 DU 15 15 50% 7 50% 8 (Existing) Single Family Attached Housing 215 22 DU 117 23 94 50% 47 50% 47 Multifamily Housing(Low-Rise) 220 312 DU 2,075 218 1,857 50% 929 50% 928 Day Care Center 565 7 TSF 333 22% 73 260 50% 130 50% 130 Office 710 17.54 TSF 255 46 209 50% 105 50% 104 Retail 822 26.04 TSF 1,418 256 1,162 50% 581 50% 581 Coffee/Donut Shop 937 1.80 TSF 960 960 50% 480 50% 480 with Drive-Throu h Window Weekday Daily Total Trips 5,173 543 73 4,557 2,279 2,278 Weekday AM Peak Hour(vph) Single Family Detached Housing 210 1 DU 1 1 25% 0 75% 1 (Existing) Single Family Attached Housing 215 22 DU 6 1 5 25% 1 75% 4 Multifamily Housing(Low-Rise) 220 312 DU 120 2 118 24% 28 76% 90 Day Care Center 565 7 TSF 77 77 53% 41 47% 36 Office 710 17.54 TSF 37 3 34 88% 30 12% 4 Retail 822 26.04 TSF 61 4 57 60% 34 40% 23 Coffee/Donut Shop 937 1.80 TSF 155 155 51% 79 49% 76 with Drive-Throu h Window Weekday AM Peak Hour Total Trips 458 10 447 213 234 Weekday PM Peak Hour(vph) Single Family Detached Housing 210 1 DU 1 1 63% 1 37% 0 (Existing) Single Family Attached Housing 215 22 DU 9 2 7 59% 4 41% 3 Multifamily Housing(Low-Rise) 220 312 DU 155 30 125 63% 78 37% 47 Day Care Center 565 7 TSF 78 44% 34 44 47% 21 53% 23 Office 710 17.54 TSF 39 11 28 17% 5 83% 23 Retail 822 26.04 TSF 154 37 117 50% 59 50% 58 Coffee/Donut Shop 937 1.8 TSF 70 70 50% 35 50% 35 with Drive-Throucih Window Weekday PM Peak Hour Total Trips 506 80 34 392 203 189 §j ENG E G,INC. 28 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho 4.1.2 Trip Capture Based on the proposed land uses and ITD methodology,the development is anticipated to retain 10 AM peak hour trips and 80 PM peak hour trips within the site. Based on the average peak hour capture rates,the site is estimated to capture approximately 543 weekday daily trips. Internal trip capture worksheets are included in the appendix. 4.1.3 Pass-by Trips Based on the proposed land uses and ITE pass-by rates,the development is anticipated to generate 34 PM peak hour pass-by trips.No weekday daily or AM peak hour pass-by rates were available for the proposed land uses. 4.1.4 Modal Split For traffic analysis purposes, all trips generated by the development were assumed to be made by personal and commercial vehicles. 4.1.5 Trip Distribution and Assignment Site traffic was distributed and assigned to the external roadway system based on current travel patterns, site layout, and the general location of the site within the area. Figure 4.1 summarizes the expected site traffic distribution patterns. Site traffic was assigned with the one proposed site access as shown in the preliminary site plan. In the future,with development to the west and south of the site, additional connections to Levi Lane or Larry Lane may be constructed,but will be beyond the build-out of the development and were not included in the analysis. Figure 4.2 and Figure 4.3 summarize the estimated build-out AM and PM peak hour site traffic. 4.2 Total Traffic The site traffic is then added to the 2027 background traffic as determined above to obtain the 2027 total traffic. Figure 4.4 and Figure 4.5 summarize the estimated 2027 build-out year peak hour total traffic at the study area intersections. Table 4.2 summarizes the proportionate share of the build-out site traffic at each study area intersection. Table 4.2—Build-Out Site Traffic Percentage of 2027 Total Traffic at Study Area Intersection %Site Traffic of 2027 Total Traffic Intersection AM Peak PM Peak Average Chinden Blvd Ol and 6.8% 4.9% 5.8% Black Cat Rd Ramblin Ct �2 and 33.1% 33.9% 33.5% Black Cat Rd McMillan Rd O and 15.3% 11.9% 13.6% Black Cat Rd Ustick Rd 4O and 10.1% 8.5% 9.3% Black Cat Rd Cherry Ln SO and 6.8% 4.5% 5.7% Black Cat Rd j ENGWEERNG,INC. 29 Traffic Impact Study elayden Subdivision July 2023 Meridian, Idaho Figure 4.1—Estimated Site Traffic Distribution Patterns tf MI ,�y I �__ � �,..- Vd State St I - �• FAoon �le*�' _ I f� E,NTS J V� Joplin Rd Spumng - - - - - - --- ' Club oxtai l Golf - Course., 1Ik — 25o�P L I - SITE "....... LIP 0 Y•' I . I_ I � _ Bark ' Al r i 1 L L I OTCu IIT I- �`-..14 ter== _.,% _1 .:J_-_�' ADA ! _ E 5%" m 15% , —-—r, s$ftt�i AtdYOtd ' I �� �►b1r Ustick Rd - Par4e T u I fy _ Park — Tonmile CC %OI 1�l: ' %p 5 �► W C rw r �n CO— fyliddk� ! School t � �►� rY � � faleridisiri� t--� College I I - _ _1Q% Fuller Park :', }Meridian tf4Veatem� _ 'I _� - High Idaho i i bti! Pine Aye School " I ' E Fninklin Rd — —1 - V1+ Franklin Rd §j ENG E G,INC. 30 Traffic Impact Study elayden Subdivision July 2023 Meridian, Idaho Figure 4.2—2027 Build-Out Year AM Peak Hour Site Traffic - - J - l I Country J f Club ,} roxta f I I - � � 4 1 ._ f-- _ '-- - ' , • - ' Golf Coura I ] W, 1 vtl`Ek�inde�i-B��d� J TE 2 Ramblin Ct I NT5 Heroes { --__--' �'- - Park I ~` M SID x f ''T1' _..._�*'-'�4 Property �E_ - y- 7 I_ AAA E 4 ---VV Usick Rd GANYO N t, }, - I 73 Tully U� Park L I. ) W Cherry Lrl Meridian S Middle NY r School I L�T L4� Fuller Park fvleridiaHighlnl.- I I— 10 Chinden Blvd&Black Cat Rd 2 Ramblin Ct&Black Cat Rd 0 6 0 81 0 0 0 � 0 89J �0 0 --- 0 5 4 21 � � 54 140 � � 0 23 7 59 128 0 0 30 McMillan Rd&Black Cat Rd 4 Ustick Rd&Black Cat Rd 50 Cherry Ln&Black Cat Rd 12 105 23 11 58 36 11 23 24 11 J 21 11 J 32 11 J k--21 0 0 0 -4— 0 0 0 0 � � 0 0 � � 0 0 � � 0 `) 1 r' � 1 r' 0 96 0 0 53 0 0 21 0 §jENGWEERNG,INC. 31 Traffic Impact Study elayden Subdivision July 2023 Meridian, Idaho Figure 4.3—2027 Build-Out Year PM Peak Hour Site Traffic and ADT ti Country., ' Club roxta Golf r 1,732 k 1 Cours �� I �] YJ• 1 �Ek�inde�i-B��d- Iamblin'Gt NTS Heroes --_--`I Park z ADT=2,734 M SD _ , � --- �•x — [ 7 —•-•—=�_—��. :Property - ti!1i cMillan-lid .I cry � T �• �. -1 2,051 7 - ADA E CANYON *, }, r 7 Tulhy 1,139 Park — L h _1 O a'J Chlerry Ln Meridian:'S Middle Fuller Parts Meridian School 1— .ni High — 1 Chinden Blvd&Black Cat Rd 2 Ramblin Ct&Black Cat Rd 0 7 0 87 -9 0 0J 0 80 � �0 0 --- 0 4 --o- 4 20 � � 51 122 � � 0 19 6 47 1 1 129 -8 0 3 McMillan Rd&Black Cat Rd 4 Ustick Rd&Black Cat Rd 53 Cherry Ln&Black Cat Rd 9 85 19 9 47 29 9 19 19 10J 4­ 20 10J �31 10J �20 0 -- 0 0 0 0 --0- 0 0 r 0 0 � 0 0 r0 0 91 0 0 50 0 0 20 0 *Negative numbers represent pass-by trips turning into the site §j ENG G,INC. 32 Traffic Impact Study elayden Subdivision July 2023 Meridian, Idaho Figure 4.4—2027 Build-Out Year AM Peak Hour Total Traffic - - J - l I Country, J f Club ,} roxta f I I - � � 4 1 ._ f-- _ '-- - ' , • - ' Golf Coura I ] W, 1 vtl`Ek�inde�i-B��d� J TE 2 Ramblin Ct I NT5 Heroes { --__--' �'- - Park I ~` M SID x f ''T1' _..._�* Pioperty �E_ - y- 7 I_ AAA E 4 ---VV Usick Rd GANYO N t, }, - I 73 Tully U� Park L I. ) W Cherry Lrl Meridian S Middle NY r School I L�T L4� Fuller Park fvleridiaHighlnl.- I I— 10 Chinden Blvd&Black Cat Rd 2 Ramblin Ct&Black Cat Rd 47 38 90 81 344 4 65 J 72 89 J 17 789 489 5 -4—4 144 189 140 r 11 194 46 342 128 514 12 3 McMillan Rd&Black Cat Rd 4 Ustick Rd&Black Cat Rd 5 Cherry Ln&Black Cat Rd 108 318 92 59 243 82 52 225 188 100 —J 53 80 —J 52 37 —J 74 288 -11---240 482 -0---488 361 187 23 r 48 37 r 42 44 30 21 366 92 39 302 85 61 269 111 §jENGWEERNG,INC. 33 Traffic Impact Study elayden Subdivision July 2023 Meridian, Idaho Figure 4.5—2027 Build-Out Year PM Peak Hour Total Traffic and ADT 0 JL'I!III I RU --- I Country. Club. roxta -- Golf r � Golf 11,223 I Cours �� I �] Ylf•6r 1 �---Ek►inde�i-B��d- J TE .Ramblin Ct I NT5 2 `� II Heroes ` - - Pa rk z ADT=12,394 MSD � - I :Property 4 rr. - 11,432 - - r 5f I i ' '-D - I— ADA E -- - - - - ---VVUsickRd ' — -= CANYON *, },•• - I :2 Tulhj 12,583 Park L I. I < O a'J Cherry Lrl Meridian:'S I —� I~4'" u Middle Meridian Schaal I t„LLL Fuller Park ,- .ni High _ l Chinden Blvd&Black Cat Rd 2 Ramblin Ct&Black Cat Rd 103 56 125 87 388 9 104 136 80 J 6 779 901 4 4 136 296 122 11 -"-) 1 r' 156 59 227 129 349 19 3 McMillan Rd&Black Cat Rd 4 Ustick Rd&Black Cat Rd 5 Cherry Ln&Black Cat Rd 98 441 76 65 368 75 43 338 123 109 J 115 52 J 102 60 J 172 201 -4— 304 329 -11---465 342 416 21 C 95 33 125 68 147 50 350 102 55 324 66 60 291 74 §jENGWEERNG,INC. 34 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho 4.3 Roadway Segment Planning Level of Service Table 4.3 summarizes the roadway segment level of service with the existing lane configurations and 2027 total peak hour traffic. All study area roadway segments are anticipated to continue to meet ACHD level of service planning thresholds under 2027 build-out year peak hour total traffic. Table 4.3—Roadway Segment Planning Level of Service—2027 Build-Out Year Peak Hour Total Traffic Peak Hour ACHD Directional Meets Functional Planning Volume [vph] LOS Classification Left-Turn Threshold AM PM Planning Roadway Segment (No.of Lanes) Lane Type [vph] Peak Peak ADT Threshold? Chinden Blvd Minor Arterial TWLTL 720 NB=620 SB=488 11,223 Yes to Ramblin Ct (3) Ramblin Ct Minor Arterial Mostly 720 NB=654 SB=615 12,394 Yes to McMillan Rd (2-3) TWLTL Black Cat Rd McMillan Rd Minor Arterial Partial 575-720 NB=479 SB=557 11,432 Yes to Ustick Rd (2-3) TWLTL Ustick Rd Minor Arterial Mostly 720 SB=465 SB=526 12,583 Yes to Cherry Ln (3) TWLTL 4.4 Intersection Operations To determine the 2027 total traffic operations, the study area intersections were analyzed with the existing intersection control and lane configuration with 2027 build-out year total traffic volumes. Copies of the analysis reports are included in the appendix. Table 4.4 summarizes the intersection capacity analysis results. Two study area intersections are anticipated to continue to exceed minimum operational thresholds under 2027 total peak hour traffic conditions: • Chinden Boulevard and Black Cat Road intersection • McMillan Road and Black Cat Road intersection Table 4.4—2027 Build-Out Year Total Traffic Operations Intersection AM Peak Hour PM Peak Hour or Delay v/c Delay v/c Intersection Control/Lane Lane Group LOS [s/veh] Ratio LOS [s/veh] Ratio Intersection D 38 0.60 D 53 0.73 EBL C 26 0.17 C 32 0.54 EBT D 39 0.61 D 38 0.60 EBR C 32 0.25 C 31 0.24 Chinden Blvd J :� WBL C 31 0.69 D 48 0.90 1O and WBT A 6 0.41 E 61 0.70 Black Cat Rd }_WBTR A 6 0.41 E 61 0.71 f NBL D 42 0.47 D 46 0.53 NBTR F 87 0.96 F 92 1.94 SBL E 57 0.69 D 52 0.70 SBTR D 48 0.23 E 58 0.54 j ENGWEERNG,INC. 35 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho Table 4.4-2027 Build-Out Year Total Traffic Operations(Continued) Intersection AM Peak Hour PM Peak Hour or Delay We Delay 7 We Intersection Control/Lane Lane Group LOS [s/veh] Ratio LOS [s/veh] Ratio EB D 34 0.70 C 23 0.54 _j� WB C 20 0.13 C 20 0.09 Ramblin Ct NBL A 9 0.13 A 9 0.13 2O and + NBTR Black Cat Rd - - - - - - SBL A 9 <0.01 A 8 0.01 SBTR - - - - - - Intersection F 206 - F 261 - McMillan Rd ��� EB F 164 1.54 F 97 1.51 3O and �' -� WB F 95 1.37 F 246 1.89 Black Cat Rd to NB F 238 1.72 F 259 1.97 SB F 282 1.82 F 366 2.17 Intersection D 36 0.73 D 40 0.76 EBL C 25 0.46 C 27 0.35 1 EBTR C 33 0.82 C 30 0.63 Ustick Rd +� WBL C 23 0.22 C 22 0.39 O and 0 L WBTR D 41 0.91 D 45 0.92 Black Cat Rd }_ NBL C 26 0.17 C 29 0.37 f NBTR D 45 0.89 D 43 0.85 SBL C 28 0.46 C 29 0.41 SBTR C 32 0.65 D 50 0.91 Intersection C 22 0.55 C 26 0.64 EBL C 21 0.17 C 22 0.31 EBT C 26 0.74 C 26 0.55 1 EBTR C 26 0.75 C 26 0.55 Cherry Ln , �10 WBL C 21 0.15 B 20 0.43 SO and �- WBT C 26 0.68 C 28 0.88 Black Cat Rd }+ ' WBR C 24 0.33 C 23 0.43 C NBL B 13 0.15 B 20 0.26 NBTR C 23 0.85 C 29 0.86 SBL B 16 0.56 C 21 0.50 SBTR B 18 0.52 C 27 0.83 §jENGWEERNG,INC. 36 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho 4.5 Roadway Segment Mitigation Based on the estimated 2027 build-out year peak hour total traffic,all study area roadway segments are anticipated to meet ACHD planning level of service thresholds with the existing lanes. As a result, no roadway capacity improvements are proposed to mitigate the 2027 build-out total traffic operations. Table 4.5 summarizes the average site traffic percentage of peak hour total traffic on the study area roadway segments. Table 4.5—Build-Out Site Traffic Percentage of 2027 Total Traffic on Study Area Roadway Segment % Site Traffic of 2027 Total Traffic Roadway Segment AM Peak PM Peak Average Black Cat Rd, 17.0% 16.2% 16.6% Chinden Blvd to Ramblin Ct Black Cat Rd, 24.5% 21.2% 22.9% Ramblin Ct to McMillan Rd Black Cat Rd, 23.8% 17.2% 20.5% McMillan Rd to Ustick Rd Black Cat Rd, 13.9% 9.7% 11.8% Ustick Rd to Cherry Ln 4.6 Intersection Mitigation Two study area intersections are anticipated to exceed minimum operational thresholds under 2027 total traffic conditions analyzed with the existing intersection control and lane configuration. In addition, one study area intersection is anticipated to warrant a turn lane based on ACHD turn-lane guidelines. The intersections,operational deficiencies, and mitigation improvements are summarized below. Chinden Boulevard and Black Cat Road intersection The Chinden Boulevard and Black Cat Road intersection meets ACHD minimum operational thresholds with the existing intersection control and lane configuration. The intersection also meets ITD minimum operational thresholds except for one lane group. The northbound shared through/right-turn lane is operating with a v/c ratio of 0.96 in the AM peak hour and 0.94 in the PM peak hour, exceeding ITD 0.90 threshold. As with 2023 existing and 2027 background traffic, the following interim improvements are proposed to mitigate 2027 background traffic operations: • Construct a northbound right-turn lane • Signal modifications Table 4.6 summarizes the intersection mitigation analysis results. The intersection is anticipated to meet ITD minimum operational thresholds with the proposed improvements. No shoulder hours analysis or alternative mitigation measures are recommended as the intersection meets ACHD minimum operational thresholds. j ENGINEERING,INC. 37 Traffic Impact Study Blayden Subdivision July 2023 Meridian, Idaho Table 4.6-Chinden Boulevard and Black Cat Road Intersection-2027 Total Traffic Mitigation Intersection AM Peak Hour PM Peak Hour Control/Lane or Delay v/c Delay v/c Intersection Mitigation Lane Group LOS [s/veh] Ratio LOS [s/veh] Ratio Intersection C 31 0.59 D 45 0.69 EBL C 22 0.16 C 27 0.50 EBT C 33 0.57 D 31 0.54 EBR C 27 0.24 C 25 0.22 1. WBL C 23 0.64 D 37 0.85 Chinden Blvd J i WBT A 1 0.37 E 55 0.64 1O and Black Cat Rd �} WBTR A 1 0.37 E 55 0.64 '1I NBL D 50 0.57 D 60 0.70 NBT D 48 0.12 F 58 0.23 NBR E 58 0.79 D 52 0.62 SBL D 47 0.31 D 50 0.43 SBTR D 54 0.29 E 65 0.70 Ramblin Court and Black Cat Road intersection The Ramblin Court and Black Cat Road intersection is anticipated to meet ACHD minimum operational thresholds as a two-way stop-controlled intersection under 2027 build-out total traffic operations. The intersection is anticipated to meet ACHD turn lane guidelines for the following turn lane: • Southbound right-turn lane o Turn lane warranted by 2026 when the development generates approximately 330 PM peak hour trips. By 2026,Blayden Subdivision is estimated to have constructed all residential land uses,daycare center, office use, and 5,000 square feet of retail space Table 4.7 summarizes the intersection mitigation analysis results. No signal warrant analysis was conducted as the intersection does not meet signal spacing. Table 4.7-Ramblin Court and Black Cat Road Intersection-2027 Build-Out Year Total Traffic Mitigation Intersection AM Peak Hour PM Peak Hour Control/Lane or Delay We Delay v/c Intersection Site Improvements Lane Group LOS [s/veh] Ratio LOS [s/veh] Ratio EB D 33 0.69 C 23 0.55 I WB C 20 0.13 C 21 0.09 Ramblin Ct +�a NBL A 9 0.14 A 9 0.14 O and + + NBTR - - - - - - Black Cat Rd }� SBL A 9 <0.01 A 8 0.01 f SBT - - - - - - SBR - - - - §jENUVEERNG,INC. 38 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho McMillan Road and Black Cat Road intersection The McMillan Road and Black Cat Road intersection is anticipated to continue to exceed ACHD minimum operational thresholds as an all-way stop-controlled intersection with the existing lane configuration under 2027 total peak hours and shoulder hours traffic conditions. No additional shoulder hour analysis was conducted since the intersection already exceeded minimum operational thresholds under 2023 existing shoulder hour traffic conditions. As with 2023 existing and 2027 background traffic, two improvement options are proposed to mitigate 2027 total traffic operations: • Option 1 —Install an interim 3x3 signal • Option 2—Install a single-lane roundabout o The roundabout should be designed and constructed to be expandable to a multilane roundabout as programmed in the ACHD 2022-2026 IFYWP Table 4.8 summarizes the intersection mitigation analysis results. The intersection is anticipated to meet ACHD minimum operational thresholds with either improvement option. As a single-lane roundabout, the critical southbound approach is anticipated to operate with a v/c ratio of 0.87 during the PM peak hour, slightly exceeding the ACHD 0.85 acceptable threshold. To avoid overbuilding, a multilane roundabout is not recommended. Table 4.8—McMillan Road and Black Cat Road Intersection—2027 Build-Out Year Total Traffic Mitigation Intersection AM Peak Hour PM Peak Hour Control/Lane or Delay v/c Delay v/c Intersection Mitigation Lane Group LOS [s/veh] Ratio LOS [s/veh] Ratio Intersection C 26 0.63 D 39 0.75 EBL C 22 0.42 C 29 0.56 EBTR C 29 0.77 C 30 0.45 WBL C 22 0.21 C 24 0.27 - -� WBTR C 32 0.82 D 46 0.90 NBL B 17 0.09 C 27 0.34 McMillan Rd NBTR C 27 0.87 D 34 0.78 3O and SBL B 19 0.40 C 24 0.34 Black Cat Rd SBTR C 22 0.74 D 48 0.93 Intersection B 14 - C 22 - r 7,�7_ EB B 13 0.58 C 15 0.56 a + WB B 12 0.49 C 22 0.76 NB C 18 0.69 B 15 0.64 SB B 13 0.61 D 31 0.87 §jENGWEERNG,INC. 39 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho 4.7 Intersection Queue Length Analysis Table 4.9 summarizes the 95'percentile queue length results for the turn lanes and additional storage needed to mitigate 2027 build-out year total traffic operations at the signalized study area intersections. A detailed summary of the 95' percentile queue length for each lane group is summarized in the Synchro analysis outputs. The turn lanes with deficient storage length and requiring additional improvements are: • Chinden Boulevard and Black Cat Road intersection o Northbound left-turn lane—restripe the existing center turn to add 175 feet of additional storage length o Northbound right-turn lane — construct a right-turn lane as planned in CIP with 525 feet of storage length • McMillan and Black Cat Road intersection o With an interim signal,the following minimum storage lengths are needed for the left-turn lanes: ■ Eastbound left-turn lane— 100 feet ■ Westbound left-turn lane— 100 feet ■ Northbound left-turn lane—50 feet ■ Southbound left-turn lane—75 feet o Constructing these interim left-turn lanes may not be feasible as there are existing power poles and irrigation utilities adjacent to the intersection Table 4.9—Intersection Queue Length—2027 Build-Out Year Total Traffic 95'Percentile Existing Queue(ft) Additional Control/Lane Lane Storage AM PM Storage Intersection Mitigation Group Length(ft) Peak Peak Needed(ft) Feasible? EBL 325 75 100 None N/A EBR 475 175 150 None N/A Chinden Blvd J i, WBL 325 175 300 None N/A lO and 91 Black Cat Rd r NBL 100 100 275 175 Yes,existing TWLTL } l� NBR N/A 525 350 525 No,additional widening SBL 250 150 200 None N/A McMillan Rd EBL N/A 75 100 100 No,additional widening y } M WBL N/A 50 100 100 No,additional widening 3O and �' �0; +-Black Cat Rd NBL N/A 25 50 50 No,additional widening SBL N/A 50 75 75 No,additional widening .��. EBL 200 75 50 None N/A Us an Rd o WBL 200 50 100 None N/A O Black Cat Rd ' NBL 100 50 50 None N/A r SBL 150 75 75 None N/A 11 EBL 100 25 50 None N/A Cherry Ln +1 l' WBL 150 25 100 None N/A SO and o° WBR 150 50 125 None N/A Black Cat Rd NBL 50 25 50 None N/A SBL 80 75 75 None N/A j ENGWFERNG,INC. 40 Traffic Impact Study Blayden Subdivision July 2023 Meridian, Idaho 4.8 Site Access, Circulation, and Internal Roadway ADT Figure 4.6 shows the proposed site access locations, site circulation, and estimated Average Daily Traffic (ADT) on the internal roadway. Blayden Subdivision is proposing to construct one full movement site access on Black Cat Road,Ramblin Street,aligning with the existing Ramblin Court to the east. One emergency access is proposed on Chinden Boulevard. In the future beyond build-out, the site will connect to Levi Lane to the west through Prescott Ridge Subdivision and Kuenzli Middle School as well as connecting to Larry Lane to the south via any of three southern stub roads. According to ACHD Policy(Section 7205.4),the minimum access spacing requirements on Black Cat Road, a 45- mph minor arterial along the site frontage, are: • 1,320 feet(1/4 mile) separation for unsignalized collector streets • 660 feet minimum spacing for local streets • 425 feet minimum spacing for driveways The proposed Ramblin Street within the site aligns with the existing Ramblin Court,a local street to the east,which is the optimal location considering the available site frontage and other accesses on Black Cat Road. Four internal intersections are proposed on Ramblin Street, spaced 500, 380, and 500 feet apart, west to east respectively. The easternmost driveway is located approximately 220 feet west of Black Cat Road. All internal intersections on Ramblin Street meet the 75 feet spacing between local roads on a commercial street and 150 feet from the nearest collector or arterial intersection. Ramblin Street within the site is being proposed as a local commercial street and is expected to carry over 4,600 vpd, which is within the 8,500 ADT threshold. All internal local roads with front-on housing are anticipated to carry less than 1,000 vpd. Three driveways are anticipated to carry over 1,000 vpd. Per ACHD Policy 7208.3, The maximum allowable ADT on one commercial street access is 3,000 ADT when no additional access is provided to the public street. However, the site is proposing one emergency-only access on Chinden Boulevard. Therefore, this policy may not be applicable, and/or the volume should be increased. Additionally, only a short segment of Ramblin Street between Black Cat Road and the second internal intersection is anticipated to exceed 3,000 vpd. The developer should coordinate with City emergency services and ACHD to obtain a variance to the policy and/or increase the ADT threshold. Ramblin Street within the site is anticipated to exceed 3,000 ADT by 2026 with the build-out of the residential land uses, daycare center, and office use plus the construction of 5,000 square feet of retail space. Intersection sight distance was reviewed at the Ramblin Street and Black Cat Road intersection. Field review photos are included in the appendix. There is adequate intersection sight distance for the 45-mph posted speed limit on Black Cat Road, as Black Cat Road is generally straight and flat along the site frontages. The proposed internal intersections on Ramblin Street are estimated to have a sight distance exceeding the 280-foot minimum requirement for a 25-mph roadway. The proposed building setback, fencing, and landscape design should not obstruct intersection sight distance. The proposed Ramblin Street within the site includes passive traffic calming measures. No other local road within Blayden Subdivision has a straight segment exceeding 750 feet;therefore,traffic calming measures are not needed. j ENGEVEEREVO,INC. 41 Traffic Impact Study Bloyden Subdivision July 2023 Meridian, Idaho Figure 4.6—Site Access,Circulation,and ADT Emergeney accesshrndn Blvd _ - -__ ............................. - rvI r ti stirriit 1 , t1I111.- i RIVE --- ---- - E T` ' NTS j '_ 7 7- dli�ii�nHF liii 1,040 P 1,560 Y 1 104 w - _ - 817 -�a e - 380' PnuaLN o � OC- i 500' t Ramilin Sf = 500' 10 44 - — - - a ! as 55 v HI E L P— 9 e Y� t & H [ ET-- H L �d�� + ALLEY sorry 1,867 3,471 Mn�, 4,630 pp -TIRE - '�' -T - E E LL E T-1 E' E T-L I LL §jENGWFXRNG,INC. 42 Traffic Impact Study elayden Subdivision July 2023 Meridian, Idaho APPENDIX A: SCOPE §jENGTVFXlWG,INC. A ENGINE RING, INC. 181 E 50th Street Garden City, ID 83714 (208) 841-4996 MEMORANDUM - TIS SCOPE DATE: March 8,2023 TO: Mindy Wallace,AICP—ACHD Brandon Atchley—ACHD Andrew Marini—ITD Wendy Howell,PCED—ITD FROM: Chhang Ream,P.E.,PTOE CR Engineering,Inc. PROJECT: Blayden Subdivision Meridian,Idaho SUBJECT: Traffic Impact Study Scope and Assumptions This memorandum summarizes the traffic impact study (TIS) scope of work and assumptions for the Blayden Subdivision located southwest of the Chinden Boulevard(US 20/26)and Black Cat Road intersection in Meridian, Idaho. COMPASS completed the influence area modeling for the project in November 2020. Additional traffic forecasts were requested from COMPASS in March 2022. COMPASS traffic forecasts are attached. 1. PROPOSED DEVELOPMENT AND SITE ACCESS (Preliminary site plan is attached) ■ 22 townhomes ■ 312 multifamily dwelling units 9 A 4,000-square-foot daycare center ■' Approximately 19,620 square feet of office space Approximately 27,420 square feet of retail space ■I 1 single-family lot(retain existing) ■ Proposed access includes: • One full access on Black Cat Road aligning with Ramblin Court to the east(proposed local commercial street) o Ramblin Court west or east of Black Cat Road is not shown as a collector in the ACHD Master Street Map • One emergency access on Chinden Boulevard • Five stub roads for future connections west and south of the site 2. SITE TRIP GENERATION ■ Table 1 summarizes the site trip generation based on the 1 lt'Edition Trip Generation Manual ■ Figure 1 shows the estimated site traffic distribution patterns S:Iprojects120-62 Blayden Subdivision WocWayden Sub-TIS Scope.docx Page I of 6 ENGINE RING, INC. Table 1 —Site Trip Generation Summary ITE Total Internal Pass-by Pass-by Primary Trips Land Use Code Size Unit Trips Capture Rate Trips Total Entering Exiting Weekday Daily(vpd) Single Family Detached Housing 210 1 DU 15 0 15 50% 7 50% 8 (Existing) Single Family Attached Housing 215 22 DU 117 13 104 50% 52 50% 52 Multifamily Housing(Low-Rise) 220 312 DU 2,075 227 1,848 50% 924 50% 924 Day Care Center 565 4 TSF 190 0 190 50% 95 50% 95 Office 710 19.62 TSF 281 46 235 50% 118 50% 117 Retail 822 27.42 TSF 1,387 204 1,183 50% 591 50% 592 Weekday Daily Total Trips 4,065 490 3,575 1,787 1,788 Weekday AM Peak Hour(vph) Single Family Detached Housing 210 1 DU 1 0 1 25% 0 75% 1 (Existing) Single Family Attached Housing 215 22 DU 6 0 6 25% 1 75% 5 Multifamily Housing(Low-Rise) 220 312 DU 120 3 117 24% 28 76% 89 Day Care Center 565 4 TSF 44 0 44 53% 23 47% 21 Office 710 19.62 TSF 41 3 38 88% 33 12% 5 Retail 822 27.42 TSF 65 4 61 60% 37 40% 24 Weekday AM Peak Hour Total Trips 276 10 267 122 145 Weekday PM Peak Hour(vph) Single Family Detached Housing 210 1 DU 1 0 1 63% 1 37% 0 (Existing) Single Family Attached Housing 215 22 DU 9 2 7 59% 4 41% 3 Multifamily Housing(Low-Rise) 220 312 DU 155 30 125 63% 78 37% 47 Day Care Center 565 4 TSF 44 0 44% 20 24 47% 11 53% 13 Office 710 19.62 TSF 43 11 32 17% 5 83% 27 Retail 822 27.42 TSF 159 37 122 50% 61 50% 61 Weekday PM Peak Hour Total Trips 411 80 20 311 160 151 S.•Iprojects120-62 Blayden SubdivisionldoclBlayden Sub-TIS Scope.docx Page 2 of 6 ENGINE RING, INC. Figure 1—Estimated Site Traffic Distribution Patterns } - a ��ltar_ai II o Vv Won I' fI � . .. *) J• � � .LIT t +� � �' i I ,��: 4� � •'�-' I ly .ua - EeNTS �L$ „ - -W.-Joplin Rd ,�—- _- 't� ^. Spurti'win -g --- - _--r. Y r I CounSf, r r^ L Club roxtai l T '. . - . Golf- 0% i - I -25°/ Course., i I ' ` O ` ��4- SITE n-Blvc� ♦ Heroes , 60"/01 Park " MSQ � J,- I Property - 5% 10%- — {��� �g � 4V Mc Mi NIr�rRlh �--►' L .._ �— _ry L - F � AI)A _ E z Park CANYON l's+ Us Lk Rd - - , Tully _ _ - Park - -_ \.Tir0 fir• - I--' z - —� - - . 1- 4---!► ad Cherry Ln Meridian `'- Middle �0% Fulle Park Meridian School �� -1 - - r High f'wel�laha' :Vi Pine Ave School I - I r---z �r� I - - I i L +_- r�fRl* L--E-Franklin Rd 1 — -- -- ;W Franklin Rd--- S:Iprojects120-62 Blayden SubdivisionldocWgyden Sub-TIS Scope.docx Page 3 of 6 ENGINE RING, INC. 3. STUDY AREA INTERSECTIONS AND ROADWAY SEGMENTS Study Area Intersections: 1. Chinden Boulevard(US 20/26)and Black Cat Road intersection 2. Ramblin Court and Black Cat Road intersection 3. McMillan Road and Black Cat Road intersection 4. Ustick Road and Black Cat Road intersection 5. Cherry Lane and Black Cat Road intersection 6. All proposed site access intersections(1) • One access on Black Cat Road to align with Ramblin Court to the east • Internal intersections on Ramblin Street were not evaluated as these intersections only carry site traffic, low volumes o Intersection spacing will be reviewed Study Area Roadway Segments: 1. Black Cat Road between Chinden Boulevard and Ramblin Court 2. Black Cat Road between Ramblin Court and McMillan Road 3. Black Cat Road between McMillan Road and Ustick Road 4. Black Cat Road between Ustick Road and Cherry Lane 4. DATA COLLECTION ■ Intersection peak hour turning movement counts were collected between March 1-2,2023,for the AM peak period and shoulder hours(6:00-10:00 am) and PM peak period and shoulder hours (3:00-7:00 pm) ■ 48-hour counts were collected for the study area roadway segments ■ Five-year crash data was obtained from the Local Highway Technical Assistance Council interactive crash map(gis.lhtac.org/safety/) 5. ANALYSIS YEARS ■� 2023 existing traffic ■ 2027 build-out year background traffic ■I 2027 build-out year total traffic 6. ANALYSIS PERIODS ■ Weekday AM peak hour of the adjacent transportation system(7:00-9:00 am) ■ Weekday PM peak hour of the adjacent transportation system(4:00-6:00 pm) ■ Shoulder hours(one hour preceding or succeeding peak period) for intersections and roadway segments exceeding ACHD thresholds 7. ANALYSIS TOOLS AND METHODOLOGIES ■ Intersection capacity analysis will be performed using Synchro 11 (Version 11.1.2.9)with 2016 Highway Capacity Manual(HCM6)methodologies ■ Intersection v/c ratios for signalized intersections will be reported using HCM2000 methodologies, as HCM6 outputs do not provide intersection v/c ratios ■ Roadway segment analysis will be performed using ACHD roadway segment planning level of service thresholds outlined in ACHD Policy Manual Section 7106 S:Iprojects120-62 Blayden SubdivisionWocWgyden Sub-TIS Scope.docx Page 4 of 6 ENGINE RING, INC. 8. MINIMUM OPERATIONAL THRESHOLDS ■ ACHD unsignalized and signalized intersections—maximum v/c ratio of 1.00 for the critical lane group and 0.90 for the overall intersection • Unsignalized intersections operating at overall LOS D or worse require MUTCD preliminary signal warrant analysis ITD intersections—maximum v/c ratio of 0.90 for the critical lane group and the intersection 9. BACKGROUND TRAFFIC ESTIMATE Background traffic growth will be estimated using the following annual growth rates based on COMPASS forecasted growth rates: • 3.0%per year on Chinden Boulevard • 4.0%per year on Black Cat Road • 3.0%per year on McMillan Road • 8.0%per year on Ustick Road • 4.0%per year on Cherry Lane • 2%per year on Ramblin Court ■ In addition, off-site traffic from two in-process developments, Fairborne Subdivision and Black Cat Chinden Apartments will be included in background traffic volumes. The off-site traffic will only be added at the Chinden Boulevard and Black Cat Road intersection, as an annual growth rate noticeably underestimated the future traffic volumes on the north leg of the intersection as in-process developments approach build-out. 10. PLANNED IMPROVEMENTS WITHIN THE STUDY AREA(Table 2) 11. TRAFFIC IMPACT ANALYSIS ■ Review intersection and roadway crash data • Estimate crash rates • Review crash patterns ■ Conduct intersection capacity analysis for the analysis years traffic conditions 9 Conduct turn lane warrant analysis using ACHD turn lane guidelines 01 Summarize intersection 95'percentile queue length ■ Recommend improvements needed to mitigate the impacts if necessary 0 Conduct phasing analysis to determine when mitigation improvements are needed ■ Review development's accesses and their compliance with the ACHD Policy Section 7200 • The proposed Ramblin Street is expected to exceed the maximum allowable ADT of 3,000 vpd for one access per ACHD Policy 7208.3. However,this policy may not be applicable since the site also has an emergency access ■ Review sight distance analysis at proposed site access intersections 12. PREPARE A REPORT SUMMARIZING THE RESULTS AND RECOMMENDATIONS S:Iprojects120-62 Blayden Subdivision WocWayden Sub-TIS Scope.docx Page 5 of 6 ENGINE RING, INC. Table 2—Planned Improvements Summary Construction Transportation Plan Project Year McMillan Road and Black Cat Road intersection(Project 203779) Reconstruct as a multilane roundabout with two lanes on the Black Cat Rd and one lane Future on McMillan Rd Ustick Road and Black Cat Road intersection(Project IN202-09) Widen intersection with 7 lanes on Black Cat Road and 6 lanes on Ustick Rd,enhance 2024 ACHD 2022-2026 pedestrian/bike facilities and lighting IFYWP Ustick Road—Black Cat Road to Ten Mile Road(Project 204189) Widen to 5 lanes to include enhanced pedestrian/bike facilities on both sides of the 2024 roadway Ustick Road—McDermott Road to Black Cat Road(Project 102502) Widen to 5 lanes to include enhanced pedestrian/bike facilities on both sides of the Future roadway Chinden Boulevard and Black Cat Road intersection(Project IN202-0220) 2036-2040 Widen/reconstruct all approaches to 3x7 Cherry Lane and Black Cat Road intersection(Project IN202-0190) 2031-2035 Widen/reconstruct as a dual-lane roundabout McMillan Road from McDermott Road to Black Cat Road(Project RD202-0960) 2036-2040 Reconstruct/widen to 3 lanes McMillan Road from Black Cat Road to Ten Mile Road(Project RD202-0970) 2031-2035 Reconstruct/widen to 3 lanes ACHD 2020 CIP Black Cat Road from Chinden Boulevard to McMillan Road(Project RD202-0210) 2036-2040 Reconstruct/widen to 5 lanes Black Cat Road from McMillan Road to Ustick Road(Project RD202-0200) 2031-2035 Reconstruct/widen to 5 lanes Black Cat Road from Ustick Road to Cherry Lane(Project RD202-0190) 2031-2035 Reconstruct/widen to 5 lanes Black Cat Road from Cherry Lane to Franklin Road(Project RD202-0180) 2031-2035 Reconstruct/widen to 5 lanes S:Iprojects120-62 Blayden SubdivisionldocOgyden Sub-TIS Scope.docx Page 6 of 6 Traffic Impact Study elayden Subdivision July 2023 Meridian, Idaho APPENDIX B: TRAFFIC COUNTS §jENGTVMWG,INC. B Chinden Blvd & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 Southbound Westbound Northbound Eastbound Black Cat Rd Chinden Blvd Black Cat Rd Chinden Blvd Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 12:00 AM 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 12:15AM 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 12:30 AM 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 12:45 AM 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 Hourly Total 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 1:00 AM 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 1:15AM 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 1:30 AM 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 1:45 AM 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 Hourly Total 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 2:00 AM 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 2:15 AM 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 2:30 AM 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 2:45 AM 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 Hourly Total 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 3:00 AM 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 3:15AM 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 3:30 AM 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 3:45 AM 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 Hourly Total 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 4:00 AM 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 4:15AM 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 4:30 AM 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 4:45 AM 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 Hourly Total 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 5:00 AM 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 5:15 AM 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 5:30 AM 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 5:45 AM 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 Hourly Total 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 6:00 AM 0 3 0 0 0 3 0 4 38 1 0 43 0 6 0 16 0 22 0 0 85 9 0 94 162 6:15 AM 0 3 3 0 0 6 0 7 51 1 0 59 0 13 3 13 0 29 0 2 123 16 0 141 235 6:30 AM 0 8 2 3 0 13 0 2 74 1 0 77 0 8 1 14 0 23 0 2 138 12 0 152 265 6:45 AM 0 11 5 1 0 17 0 4 79 6 0 89 0 13 3 36 0 52 0 4 146 18 0 168 326 Hourly Total 0 25 10 4 0 39 0 17 242 9 0 268 0 40 7 79 0 126 0 8 492 55 0 555 988 7:00 AM 0 6 4 2 0 12 0 15 99 1 0 115 0 21 3 46 0 70 0 5 178 24 0 207 404 7:15 AM 0 7 4 8 0 19 0 12 126 6 0 144 0 20 4 46 0 70 0 5 184 28 0 217 450 7:30 AM 0 11 9 2 0 22 0 37 119 9 0 165 0 32 2 65 0 99 0 3 192 23 0 218 504 7:45 AM 0 8 5 4 0 17 0 39 101 4 0 144 0 41 5 51 0 97 0 4 159 31 0 194 452 Hourly Total 0 32 22 16 0 70 0 103 445 20 0 568 0 114 14 208 0 336 0 17 713 106 0 836 1810 Chinden Blvd & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 Southbound Westbound Northbound Eastbound Black Cat Rd Chinden Blvd Black Cat Rd Chinden Blvd VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 8:00 AM 0 13 1 4 0 18 0 20 110 2 0 132 0 43 4 62 0 109 0 11 186 28 0 225 484 8:15 AM 0 13 0 4 0 17 0 24 112 1 0 137 0 30 8 64 0 102 0 7 171 27 0 205 461 8:30 AM 0 9 4 4 0 17 0 24 119 8 0 151 0 19 5 51 0 75 0 5 179 39 0 223 466 8:45 AM 0 13 3 8 0 24 0 29 112 4 0 145 0 13 11 47 0 71 0 7 159 23 0 189 429 Hourly Total 0 48 8 20 0 76 0 97 453 15 0 565 0 105 28 224 0 357 0 30 695 117 0 842 1840 9:00 AM 0 11 9 3 0 23 0 15 91 8 0 114 0 21 3 32 0 56 0 8 151 23 0 182 375 9:15 AM 0 9 4 1 0 14 0 27 105 14 0 146 0 18 5 51 0 74 0 1 160 24 0 185 419 9:30 AM 0 11 5 3 0 19 0 15 100 13 0 128 0 34 7 30 0 71 0 7 154 17 0 178 396 9:45 AM 0 6 3 3 0 12 0 10 122 3 0 135 0 18 1 22 0 41 0 3 138 11 0 152 340 Hourly Total 0 37 21 10 0 68 0 67 418 38 0 523 0 91 16 135 0 242 0 19 603 75 0 697 1530 10:00 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 6 0 3 0 9 0 2 7 1 0 10 21 10:15AM 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 10:30 AM 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 10:45 AM 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 Hourly Total 0 0 0 0 0 0 0 2 0 0 0 2 0 6 0 3 0 9 0 2 7 1 0 10 21 11:00 AM 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 11:15AM 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 11:30 AM 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 11:45 AM 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 Hourly Total 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 12:00PM 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 12:15PM 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 12:30 PM 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 12:45PM 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 Hourly Total 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 1:00 PM 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 1:15PM 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 1:30 PM 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 1:45 PM 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 Hourly Total 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 2:00 PM 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 2:15PM 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 2:30 PM 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 2:45 PM 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 Hourly Total 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 3:00 PM 0 7 9 4 0 20 0 34 185 12 0 231 0 37 16 39 0 92 0 5 142 20 0 167 510 3:15 PM 0 11 5 9 0 25 0 35 189 5 0 229 0 30 5 32 0 67 0 6 153 35 0 194 515 3:30 PM 0 9 4 4 0 17 0 50 201 9 0 260 0 26 1 30 0 57 0 7 220 48 0 275 609 3:45 PM 0 7 8 3 0 18 0 55 191 7 0 253 0 33 4 35 0 72 0 2 143 32 0 177 520 Hourly Total 0 34 26 20 0 80 0 174 766 33 0 973 0 126 26 136 0 288 0 20 658 135 0 813 2154 Chinden Blvd & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 Southbound Westbound Northbound Eastbound Black Cat Rd Chinden Blvd Black Cat Rd Chinden Blvd VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 4:00 PM 0 9 6 6 0 21 0 54 199 17 0 270 0 39 7 42 0 88 0 5 186 26 0 217 596 4:15 PM 0 8 5 2 0 15 0 52 257 5 0 314 0 36 4 34 0 74 0 4 153 33 0 190 593 4:30 PM 0 9 7 6 0 22 0 43 183 4 0 230 0 38 4 29 0 71 0 3 169 27 0 199 522 4:45 PM 0 4 5 7 0 16 0 55 233 10 0 298 0 24 3 41 0 68 0 3 168 24 0 195 577 Hourly Total 0 30 23 21 0 74 0 204 872 36 0 1112 0 137 18 146 0 301 0 15 676 110 0 801 2288 5:00 PM 0 8 4 4 0 16 0 46 197 10 0 253 0 28 6 37 0 71 0 6 191 34 0 231 571 5:15 PM 0 9 4 3 0 16 0 59 170 12 0 241 0 40 7 45 0 92 0 5 176 20 0 201 550 5:30 PM 0 5 5 4 0 14 0 58 234 11 0 303 0 25 6 31 0 62 0 7 190 25 1 222 601 5:45 PM 0 7 3 4 0 14 0 63 155 10 0 228 0 27 5 36 0 68 0 4 149 37 0 190 500 Hourly Total 0 29 16 15 0 60 0 226 756 43 0 1025 0 120 24 149 0 293 0 22 706 116 1 844 2222 6:00 PM 0 16 5 5 0 26 0 48 178 10 0 236 0 22 9 24 0 55 0 3 101 18 0 122 439 6:15 PM 0 7 10 7 0 24 0 58 181 15 0 254 0 27 22 31 0 80 0 18 139 17 0 174 532 6:30 PM 0 8 5 3 0 16 0 38 172 8 0 218 0 29 7 37 0 73 0 7 107 21 0 135 442 6:45 PM 0 10 4 5 0 19 0 35 160 7 0 202 0 15 3 32 0 50 0 3 83 22 0 108 379 Hourly Total 0 41 24 20 0 85 0 179 691 40 0 910 0 93 41 124 0 258 0 31 430 78 0 539 1792 7:00 PM 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 7:15PM 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 7:30 PM 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 7:45 PM 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 Hourly Total 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 8:00 PM 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 8:15PM 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 8:30 PM 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 8:45 PM 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 Hourly Total 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 9:00 PM 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 9:15PM 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 9:30 PM 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 9:45 PM 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 Hourly Total 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 10:00PM 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 10:15PM 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 10:30 PM 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 10:45PM 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 Hourly Total 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 11:00PM 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 11:15PM 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 11:30 PM 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 11:45PM 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 Hourly Total 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 DAILY TOTAL 0 276 150 126 0 552 0 1069 4643 234 0 5946 0 832 174 1204 0 2210 0 164 4980 793 1 5937 14645 Cars 0 272 139 120 0 531 0 1054 4549 226 0 5829 0 812 167 1184 0 2163 0 155 4900 767 0 5822 14345 Heavy Vehicles 0 4 11 6 0 21 0 15 94 8 0 117 0 20 7 20 0 47 0 9 80 26 1 115 300 Heavy Vehicle% 0.00% 1.45% 7.33% 4.76% 0.00% 3.80% 0.00% 1.40% 2.02% 3.42% 0.00% 1.97% 0.00% 2.40% 4.02% 1.66% 0.00% 2.13% 0.00% 5.49% 1.61% 3.28% 100.00% 1.94% 2.05% Chinden Blvd & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 AM Peak Hour Black Cat Rd Chinden Blvd Black Cat Rd Chinden Blvd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 7:30 AM 0 11 9 2 0 22 0 37 119 9 0 165 0 32 2 65 0 99 0 3 192 23 0 218 504 7:45 AM 0 8 5 4 0 17 0 39 101 4 0 144 0 41 5 51 0 97 0 4 159 31 0 194 452 8:00 AM 0 13 1 4 0 18 0 20 110 2 0 132 0 43 4 62 0 109 0 11 186 28 0 225 484 8:15 AM 0 13 0 4 0 17 0 24 112 1 0 137 0 30 8 64 0 102 0 7 171 27 0 205 461 Peak Hour Total 0 45 15 14 0 74 0 120 442 16 0 578 0 146 19 242 0 407 0 25 708 109 0 842 1901 PHF 0.000 0.865 0.417 0.875 0.000 0.841 0.000 0.769 0.929 0.444 0.000 0.876 0.000 0.849 0.594 0.931 0.000 0.933 0.000 0.568 0.922 0.879 0.000 0.936 0.943 Heavy Vehicle% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 1.67% 3.39% 6.25% 0.00% 3.11% 0.00% 4.79% 0.00% 2.07% 0.00% 2.95% 0.00% 12.00% 2.12% 2.75% 0.00% 2.49% 2.7% Total Vehicles On Leg 134 Vehicles Entering Vehicles Exiting Intersection 74 Intersection 60 Southbound Cars 14 15 45 0 0 Heavy 0 0 0 0 0 Total 14 15 45 0 0 Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 15 1 16 Entering Total Intersection o�a�` Intersection Total Vehicles 842 578 Vehicles on Le c 0 0 0 427 15 442b (n on Le 1444 s 0 1573 m 22 3 25 AM Peak Hour Volumes 118 2 120 3 Vehicles W a Vehicles Exiting 693 15 708 0 0 0 Exiting Intersection Intersection 602 995 106 3 109 0 0 0 a� �1 t r► Cars 0 0 139 19 237 Heavy 0 0 7 0 5 Total 0 0 146 19 242 Northbound Vehicles Entering Vehicles Exiting Intersection 407 Intersection 244 Total Vehicles On Leg 651 Chinden Blvd & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 PM Peak Hour Black Cat Rd Chinden Blvd Black Cat Rd Chinden Blvd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 4:45 PM 0 4 5 7 0 16 0 55 233 10 0 298 0 24 3 41 0 68 0 3 168 24 0 195 577 5:00 PM 0 8 4 4 0 16 0 46 197 10 0 253 0 28 6 37 0 71 0 6 191 34 0 231 571 5:15 PM 0 9 4 3 0 16 0 59 170 12 0 241 0 40 7 45 0 92 0 5 176 20 0 201 550 5:30 PM 0 5 5 4 0 14 0 58 234 11 0 303 0 25 6 31 0 62 0 7 190 25 1 222 601 Peak Hour Total 0 26 18 18 0 62 0 218 834 43 0 1095 0 117 22 154 0 293 0 21 725 103 1 849 2299 PHF 0.000 0.722 0.900 0.643 0.000 0.969 0.000 0.924 0.891 0.896 0.000 0.903 0.000 0.731 0.786 0.856 0.000 0.796 0.000 0.750 0.949 0.757 0.250 0.919 0.956 Heavy Vehicle% 0.00% 0.00% 5.56% 5.56% 0.00% 3.23% 0.00% 0.00% 0.36% 2.33% 0.00% 0.37% 0.00% 0.00% 0.00% 1.30% 0.00% 0.68% 0.00% 0.00% 1.38% 3.88% 100.00% 1.65% 1.0% Total Vehicles On Leg 148 Vehicles Entering Vehicles Exiting Intersection 62 Intersection 86 Southbound Cars 17 17 26 0 0 Heavy 1 1 0 0 0 Total 18 18 26 0 0 Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 1 1 42 1 43 Entering Total Intersection o�a�` Intersection Total Vehicles 849 1095 Vehicles on Le c 0 0 0 831 3 834 on Le 1818 s 0 2000 m 21 0 21 PM Peak Hour Volumes 218 0 218 3 Vehicles W a Vehicles Exiting 715 10 725 0 0 0 Exiting Intersection Intersection 969 905 99 4 103 0 0 0 a� t r► Cars 0 0 117 22 152 Heavy 0 0 0 0 2 Total 0 0 117 22 154 Northbound Vehicles Entering Vehicles Exiting Intersection 293 Intersection 339 Total Vehicles On Leg 632 Chinden Blvd & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 6-7 AM Shoulder Hour Black Cat Rd Chinden Blvd Black Cat Rd Chinden Blvd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 6:00 AM 0 3 0 0 0 3 0 4 38 1 0 43 0 6 0 16 0 22 0 0 85 9 0 94 162 6:15 AM 0 3 3 0 0 6 0 7 51 1 0 59 0 13 3 13 0 29 0 2 123 16 0 141 235 6:30 AM 0 8 2 3 0 13 0 2 74 1 0 77 0 8 1 14 0 23 0 2 138 12 0 152 265 6:45 AM 0 11 5 1 0 17 0 4 79 6 0 89 0 13 3 36 0 52 0 4 146 18 0 168 326 Peak Hour Total 0 25 10 4 0 39 0 17 242 9 0 268 0 40 7 79 0 126 0 8 492 55 0 555 988 PHF 0.000 0.568 0.500 0.333 0.000 0.574 0.000 0.607 0.766 0.375 0.000 0.753 0.000 0.769 0.583 0.549 0.000 0.606 0.000 0.500 0.842 0.764 0.000 0.826 0.758 Heavy Vehicle% 0.00% 0.00% 10.00% 0.00% 0.00% 2.6% 0.00% 0.00% 3.72% 0.00% 0.00% 3.4% 0.00% 0.00% 28.57% 1.27% 0.00% 2.4% 0.00% 25.00% 2.85% 1.82% 0.00% 3.1% 3.04% Total Vehicles On Leg 63 Vehicles Entering Vehicles Exiting Intersection 39 Intersection 24 Southbound Cars 4 9 25 0 0 Heavy 1 0 1 1 1 0 0 0 Total 1 4 10 25 0 0 AN Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 6 9 0 g Entering Total Intersection oa�` Intersection Total Vehicles 555 M 268Ve on Le o 0 0 0 233 9 242 a' ong Le s 9 s =841 864 6 2 8 6-7 AM Shoulder Hour Volumes 17 0 17 3 Vehicles W Ir Q Vehicles Exiting 478 14 492 0 0 0 Exiting Intersection V Intersection 286 54 1 55 -1 0 0 0 596 Cars 0 0 40 5 78 Heavy 0 0 0 2 1 Total 0 0 40 7 79 Northbound Vehicles Entering Vehicles Exiting Intersection 126 Intersection 82 Total Vehicles On Leg 208 Chinden Blvd & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 9-10 AM Shoulder Hour Black Cat Rd Chinden Blvd Black Cat Rd Chinden Blvd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 9:00 AM 0 11 9 3 0 23 0 15 91 8 0 114 0 21 3 32 0 56 0 8 151 23 0 182 375 9:15 AM 0 9 4 1 0 14 0 27 105 14 0 146 0 18 5 51 0 74 0 1 160 24 0 185 419 9:30 AM 0 11 5 3 0 19 0 15 100 13 0 128 0 34 7 30 0 71 0 7 154 17 0 178 396 9:45 AM 0 6 3 3 0 12 0 10 122 3 0 135 0 18 1 22 0 41 0 3 138 11 0 152 340 Peak Hour Total 0 37 21 10 0 68 0 67 418 38 0 523 0 91 16 135 0 242 0 19 603 75 0 697 1530 PHF 0.000 0.841 0.583 0.833 0.000 0.739 0.000 0.620 0.857 0.679 0.000 0.896 0.000 0.669 0.571 0.662 0.000 0.818 0.000 0.594 0.942 0.781 0.000 0.942 0.913 Heavy Vehicle% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.00% 1.49% 5.74% 0.00% 0.00% 4.8% 0.00% 5.49% 0.00% 0.74% 0.00% 2.5% 0.00% 0.00% 2.16% 4.00% 0.00% 2.3% 3.07% Total Vehicles On Leg 141 Vehicles Entering Vehicles Exiting Intersection 68 Intersection 73 Southbound Cars 10 21 37 0 0 Heavy 1 0 1 0 1 0 0 0 Total 1 10 21 37 0 0 U AN Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 6 38 0 38 Entering Total Intersection oa�` Intersection Total Vehicles 697 523Ve on Le o 0 0 0 394 24 418 on Legs 1216 .0 = 1298 R 19 0 19 9-10 AM Shoulder Hour Volumes 66 1 67 3 Vehicles W Q Vehicles Exiting 590 13 603 0 0 0 Exiting Intersection Intersection 519 72 3 75 -49-1 0 0 0 775 Cars 0 0 86 16 134 Heavy 0 0 5 0 1 Total 0 0 91 16 135 Northbound Vehicles Entering Vehicles Exiting Intersection 242 Intersection 163 Total Vehicles On Leg 405 Chinden Blvd & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 3-4 PM Shoulder Hour Black Cat Rd Chinden Blvd Black Cat Rd Chinden Blvd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 3:00 PM 0 7 9 4 0 20 0 34 185 12 0 231 0 37 16 39 0 92 0 5 142 20 0 167 510 3:15 PM 0 11 5 9 0 25 0 35 189 5 0 229 0 30 5 32 0 67 0 6 153 35 0 194 515 3:30 PM 0 9 4 4 0 17 0 50 201 9 0 260 0 26 1 30 0 57 0 7 220 48 0 275 609 3:45 PM 0 7 8 3 0 18 0 55 191 7 0 253 0 33 4 35 0 72 0 2 143 32 0 177 520 Peak Hour Total 0 34 26 20 0 80 0 174 766 33 0 973 0 126 26 136 0 288 0 20 658 135 0 813 2154 PHF 0.000 0.773 0.722 0.556 0.000 0.800 0.000 0.791 0.953 0.688 0.000 0.936 0.000 0.851 0.406 0.872 0.000 0.783 0.000 0.714 0.748 0.703 0.000 0.739 0.884 Heavy Vehicle% 0.00% 5.88% 7.69% 20.00% 0.00% 10.0% 0.00% 2.30% 1.96% 6.06% 0.00% 2.2% 0.00% 1.59% 11.54% 0.74% 0.00% 2.1% 0.00% 0.00% 1.82% 4.44% 0.00% 2.2% 2.46% Total Vehicles On Leg 159 Vehicles Entering Vehicles Exiting Intersection 80 Intersection 79 Southbound Cars 16 24 32 0 0 Heavy 1 4 2 2 0 0 Total 1 20 26 34 0 0 U AN Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 6 31 2 33 Entering Total Intersection oa�` Intersection Total Vehicles 813 973 on Le o 0 0 0 751 15 766 on Le s 9 .0 = g 1725 •' 1801 R 20 0 20 3-4 PM Shoulder Hour Volumes 170 4 174 3 Vehicles W Q Vehicles Exiting 646 12 658 0 0 0 Exiting Intersection Intersection 912 129 6 135 -49-1 0 0 0 828 Cars 0 0 124 23 135 Heavy 0 0 2 3 1 Total 0 0 126 26 136 Northbound Vehicles Entering Vehicles Exiting Intersection 288 Intersection 335 Total Vehicles On Leg 623 Chinden Blvd & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 6-7 PM Shoulder Hour Black Cat Rd Chinden Blvd Black Cat Rd Chinden Blvd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 6:00 PM 0 16 5 5 0 26 0 48 178 10 0 236 0 22 9 24 0 55 0 3 101 18 0 122 439 6:15 PM 0 7 10 7 0 24 0 58 181 15 0 254 0 27 22 31 0 80 0 18 139 17 0 174 532 6:30 PM 0 8 5 3 0 16 0 38 172 8 0 218 0 29 7 37 0 73 0 7 107 21 0 135 442 6:45 PM 0 10 4 5 0 19 0 35 160 7 0 202 0 15 3 32 0 50 0 3 83 22 0 108 379 Peak Hour Total 0 41 24 20 0 85 0 179 691 40 0 910 0 93 41 124 0 258 0 31 430 78 0 539 1792 PHF 0.000 0.641 0.600 0.714 0.000 0.817 0.000 0.772 0.954 0.667 0.000 0.896 0.000 0.802 0.466 0.838 0.000 0.806 0.000 0.431 0.773 0.886 0.000 0.774 0.842 Heavy Vehicle% 0.00% 0.00% 4.17% 0.00% 0.00% 1.2% 0.00% 0.00% 0.87% 2.50% 0.00% 0.8% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.00% 3.23% 0.23% 0.00% 0.00% 0.4% 0.56% Total Vehicles On Leg 197 Vehicles Entering Vehicles Exiting Intersection 85 Intersection 112 Southbound Cars 20 23 41 0 0 Heavy 1 0 1 0 0 0 Total 1 20 24 41 0 0 U AN Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 A � 39 1 40 Entering Total Intersection oa�` Intersection Total Vehicles 539 M 910Ve on Le o 0 0 0 685 6 691 a' on Legs 1343 s = 1505 30 1 31 6-7 PM Shoulder Hour Volumes 179 0 179 3 Vehicles WIr Q Vehicles Exiting 429 1 430 0 0 0 Exiting Intersection V Intersection 804 78 0 78 -1 0 0 0 595 Cars 0 0 93 41 124 Heavy 0 0 0 0 0 Total 0 0 93 41 124 Northbound Vehicles Entering Vehicles Exiting Intersection 258 Intersection 281 Total Vehicles On Leg 539 Ramblin Ct & Black Cat Rd Meridain Idaho Thursday, March 2, 2023 Southbound Westbound Northbound Eastbound Black Cat Rd Ramblin Ct Black Cat Rd Ramblin Ct Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 12:00 AM 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 12:15AM 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 12:30 AM 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 12:45 AM 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 Hourly Total 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 1:00 AM 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 1:15AM 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 1:30 AM 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 1:45 AM 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 Hourly Total 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 2:00 AM 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 2:15 AM 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 2:30 AM 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 2:45 AM 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 Hourly Total 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 3:00 AM 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 3:15AM 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 3:30 AM 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 3:45 AM 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 Hourly Total 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 4:00 AM 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 4:15AM 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 4:30 AM 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 4:45 AM 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 Hourly Total 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 5:00 AM 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 5:15 AM 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 5:30 AM 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 5:45 AM 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 Hourly Total 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 6:00 AM 0 0 16 0 0 16 0 0 0 1 0 1 0 0 23 0 0 23 0 0 0 0 0 0 40 6:15 AM 0 0 11 0 0 11 0 0 0 1 0 1 0 0 28 0 0 28 0 0 0 0 0 0 40 6:30 AM 0 0 28 0 0 28 0 0 0 3 0 3 0 0 34 1 0 35 0 0 0 0 0 0 66 6:45 AM 0 0 32 0 0 32 0 2 0 0 0 2 0 0 47 1 0 48 0 0 0 0 1 0 82 Hourly Total 0 0 87 0 0 87 0 2 0 5 0 7 0 0 132 2 0 134 0 0 0 0 1 0 228 7:00 AM 0 1 57 0 0 58 0 2 0 4 1 6 0 0 70 2 0 72 0 0 0 0 0 0 136 7:15 AM 0 0 74 0 0 74 0 6 0 5 0 11 0 0 83 2 0 85 0 0 0 0 0 0 170 7:30 AM 0 1 75 0 0 76 0 1 0 2 0 3 0 0 117 5 0 122 0 0 0 0 0 0 201 7:45 AM 0 2 85 0 0 87 0 1 0 7 0 8 0 0 149 3 0 152 0 0 0 0 0 0 247 Hourly Total 0 4 291 0 0 295 0 10 0 18 1 28 0 0 419 12 0 431 0 0 0 0 0 0 754 Ramblin Ct & Black Cat Rd Meridain Idaho Thursday, March 2, 2023 Southbound Westbound Northbound Eastbound Black Cat Rd Ramblin Ct Black Cat Rd Ramblin Ct VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 8:00 AM 0 0 60 0 0 60 0 2 0 2 0 4 0 0 90 0 0 90 0 0 0 0 0 0 154 8:15 AM 0 2 80 0 0 82 0 2 0 0 0 2 0 0 80 0 0 80 0 0 0 0 0 0 164 8:30 AM 0 1 51 0 0 52 0 3 0 1 0 4 0 0 74 2 0 76 0 0 0 0 0 0 132 8:45 AM 0 1 49 0 0 50 0 2 0 4 0 6 0 0 101 1 0 102 0 0 0 0 0 0 158 Hourly Total 0 4 240 0 0 244 0 9 0 7 0 16 0 0 345 3 0 348 0 0 0 0 0 0 608 9:00 AM 0 1 54 0 0 55 0 4 0 2 0 6 0 0 77 5 0 82 0 0 0 0 0 0 143 9:15 AM 0 1 55 0 0 56 0 1 0 3 0 4 0 0 71 3 0 74 0 0 0 0 0 0 134 9:30 AM 0 0 43 0 0 43 0 6 0 0 0 6 0 0 46 2 0 48 0 0 0 0 0 0 97 9:45 AM 0 2 38 0 0 40 0 1 0 2 0 3 0 0 61 3 0 64 0 0 0 0 0 0 107 Hourly Total 0 4 190 0 0 194 0 12 0 7 0 19 0 0 255 13 0 268 0 0 0 0 0 0 481 10:00 AM 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 10:15AM 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 10:30 AM 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 10:45 AM 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 Hourly Total 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 11:00 AM 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 11:15AM 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 11:30 AM 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 11:45 AM 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 Hourly Total 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 12:00PM 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 12:15PM 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 12:30 PM 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 12:45PM 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 Hourly Total 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 1:00 PM 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 1:15PM 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 1:30 PM 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 1:45 PM 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 Hourly Total 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 2:00 PM 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 2:15PM 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 2:30 PM 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 2:45 PM 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 Hourly Total 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 3:00 PM 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 3:15PM 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 3:30 PM 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 3:45 PM 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 Hourly Total 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 Ramblin Ct & Black Cat Rd Meridain Idaho Thursday, March 2, 2023 AM Peak Hour Black Cat Rd Ramblin Ct Black Cat Rd Ramblin Ct Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 7:15 AM 0 0 74 0 0 74 0 6 0 5 0 11 0 0 83 2 0 85 0 0 0 0 0 0 170 7:30 AM 0 1 75 0 0 76 0 1 0 2 0 3 0 0 117 5 0 122 0 0 0 0 0 0 201 7:45 AM 0 2 85 0 0 87 0 1 0 7 0 8 0 0 149 3 0 152 0 0 0 0 0 0 247 8:00 AM 0 0 60 0 0 60 0 2 0 2 0 4 0 0 90 0 0 90 0 0 0 0 0 0 154 Peak Hour Total 0 3 294 0 0 297 0 10 0 16 0 26 0 0 439 10 0 449 0 0 0 0 0 0 772 PHF 0.000 0.375 0.865 0.000 0.000 0.853 0.000 0.417 0.000 0.571 0.000 0.591 0.000 0.000 0.737 0.500 0.000 0.738 0.000 0.000 0.000 0.000 0.000 0.000 0.781 Heavy Vehicle% 0.00% 0.00% 2.38% 0.00% 0.00% 2.36% 0.00% 0.00% 0.00% 6.25% 0.00% 3.85% 0.00% 0.00% 3.19% 10.00% 0.00% 3.34% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 3.0% Total Vehicles On Leg 752 Vehicles Entering Vehicles Exiting Intersection 297 Intersection 455 Southbound Cars 0 287 3 0 0 Heavy 1 0 1 7 1 0 1 0 0 Total 1 0 294 3 1 0 0 Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 15 1 16 Entering Total Intersection o�a�` Intersection Total Vehicles 0 3 0 0 0 0 0 0 26 Vehicles on Leg o b on Leg 0 s 0 39 m 0 0 0 AM Peak Hour Volumes 10 0 10 3 Vehicles W a Vehicles Exiting 0 0 0 0 0 0 Exiting Intersection Intersection 0 13 0 0 0 0 0 0 a� �1 t r► Cars 0 0 0 425 9 Heavy 0 0 0 14 1 Total 0 0 0 439 10 Northbound Vehicles Entering Vehicles Exiting Intersection 449 Intersection 304 Total Vehicles On Leg 753 Ramblin Ct & Black Cat Rd Meridain Idaho Thursday, March 2, 2023 6-7 AM Shoulder Hour Black Cat Rd Ramblin Ct Black Cat Rd Ramblin Ct Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 6:00 AM 0 0 16 0 0 16 0 0 0 1 0 1 0 0 23 0 0 23 0 0 0 0 0 0 40 6:15 AM 0 0 11 0 0 11 0 0 0 1 0 1 0 0 28 0 0 28 0 0 0 0 0 0 40 6:30 AM 0 0 28 0 0 28 0 0 0 3 0 3 0 0 34 1 0 35 0 0 0 0 0 0 66 6:45 AM 0 0 32 0 0 32 0 2 0 0 0 2 0 0 47 1 0 48 0 0 0 0 1 0 82 Peak Hour Total 0 0 87 0 0 87 0 2 0 5 0 7 0 0 132 2 0 134 0 0 0 0 1 0 228 PHF 0.000 0.000 0.680 0.000 0.000 0.680 0.000 0.250 0.000 0.417 0.000 0.583 0.000 0.000 0.702 0.500 0.000 0.698 0.000 0.000 0.000 0.000 0.250 0.000 0.695 Heavy Vehicle% 0.00% 0.00% 1.15% 0.00% 0.00% 1.1% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.00% 0.00% 2.27% 0.00% 0.00% 2.2% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 1.75% Total Vehicles On Leg 224 Vehicles Entering Vehicles Exiting Intersection 87 Intersection 137 Southbound Cars 0 86 0 0 0 Heavy 1 0 1 1 1 0 0 0 Total 1 0 87 0 0 0 *0 4 4 U O�O Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 1 0 1 6 5 0 5 Entering Total Intersection oa�` Intersection Total Vehicles 0 3 0 0 0 0 0 0 7 Vehicles on Leg o W on Leg 0 s = 9 0 0 0 6-7 AM Shoulder Hour Volumes 2 0 2 3 Vehicles W Ir Vehicles Exiting 0 0 0 0 0 0 Exiting Intersection 47 Intersection 0 2 0 0 0 - 0 0 0 Cars 0 0 0 129 2 Heavy 0 0 0 3 0 Total 0 0 0 132 2 Northbound Vehicles Entering Vehicles Exiting Intersection 134 Intersection 89 Total Vehicles On Leg 223 Ramblin Ct & Black Cat Rd Meridain Idaho Thursday, March 2, 2023 9-10 AM Shoulder Hour Black Cat Rd Ramblin Ct Black Cat Rd Ramblin Ct Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 9:00 AM 0 1 54 0 0 55 0 4 0 2 0 6 0 0 77 5 0 82 0 0 0 0 0 0 143 9:15 AM 0 1 55 0 0 56 0 1 0 3 0 4 0 0 71 3 0 74 0 0 0 0 0 0 134 9:30 AM 0 0 43 0 0 43 0 6 0 0 0 6 0 0 46 2 0 48 0 0 0 0 0 0 97 9:45 AM 0 2 38 0 0 40 0 1 0 2 0 3 0 0 61 3 0 64 0 0 0 0 0 0 107 Peak Hour Total 0 4 190 0 0 194 0 12 0 7 0 19 0 0 255 13 0 268 0 0 0 0 0 0 481 PHF 0.000 0.500 0.864 0.000 0.000 0.866 0.000 0.500 0.000 0.583 0.000 0.792 0.000 0.000 0.828 0.650 0.000 0.817 0.000 0.000 0.000 0.000 0.000 0.000 0.841 Heavy Vehicle% 0.00% 0.00% 1.05% 0.00% 0.00% 1.0% 0.00% 16.67% 0.00% 0.00% 0.00% 10.5% 0.00% 0.00% 5.88% 23.08% 0.00% 6.7% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 4.57% Total Vehicles On Leg 456 Vehicles Entering Vehicles Exiting Intersection 194 Intersection 262 Southbound Cars 0 188 4 0 0 Heavy 1 0 2 0 0 0 Total 1 0 190 4 0 0 O�O Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 6 7 0 7 Entering Total Intersection oa�` Intersection Total Vehicles 0 3 0 0 0 0 0 0 19 Vehicles on Leg o W on Leg 0 .0 = 36 R 0 0 0 9-10 AM Shoulder Hour Volumes 10 2 12 3 Vehicles W Ir Vehicles Exiting 0 0 0 0 0 0 Exiting Intersection V Intersection 0 17 0 0 0 - 0 0 0 Cars 0 0 0 240 10 Heavy 0 0 0 15 3 Total 0 0 0 255 13 Northbound Vehicles Entering Vehicles Exiting Intersection 268 Intersection 202 Total Vehicles On Leg 470 Ramblin Ct & Black Cat Rd Meridain Idaho Wednesday, March 1, 2023 Southbound Westbound Northbound Eastbound Black Cat Rd Ramblin Ct Black Cat Rd Ramblin Ct VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 8:00 AM 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 8:15AM 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 8:30 AM 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 8:45 AM 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 Hourly Total 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 9:00 AM 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 9:15AM 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 9:30 AM 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 9:45 AM 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 Hourly Total 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 10:00 AM 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 10:15AM 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 10:30 AM 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 10:45 AM 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 Hourly Total 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 11:00 AM 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 11:15AM 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 11:30 AM 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 11:45 AM 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 Hourly Total 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 12:00PM 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 12:15PM 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 12:30 PM 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 12:45PM 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 Hourly Total 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 1:00 PM 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 1:15PM 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 1:30 PM 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 1:45 PM 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 Hourly Total 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 2:00 PM 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 2:15PM 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 2:30 PM 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 2:45 PM 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 Hourly Total 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 3:00 PM 0 2 59 0 0 61 0 2 0 2 0 4 0 0 88 2 6 90 0 0 0 0 0 0 155 3:15 PM 0 3 77 0 0 80 0 2 0 0 0 2 0 0 62 2 0 64 0 0 0 0 0 0 146 3:30 PM 0 2 114 0 0 116 0 3 0 0 0 3 0 0 67 2 1 69 0 0 0 0 0 0 188 3:45 PM 0 1 97 0 0 98 0 3 0 3 0 6 0 0 66 3 0 69 0 0 0 0 0 0 173 Hourly Total 0 8 347 0 0 355 0 10 0 5 0 15 0 0 283 9 7 292 0 0 0 0 0 0 662 Ramblin Ct & Black Cat Rd Meridain Idaho Wednesday, March 1, 2023 Southbound Westbound Northbound Eastbound Black Cat Rd Ramblin Ct Black Cat Rd Ramblin Ct VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 4:00 PM 0 3 83 0 0 86 0 2 0 3 0 5 0 0 90 4 0 94 0 0 0 0 0 0 185 4:15 PM 0 2 89 0 0 91 0 2 0 1 0 3 0 0 72 6 0 78 0 0 0 0 0 0 172 4:30 PM 0 1 80 0 0 81 0 1 0 1 0 2 0 0 66 3 0 69 0 0 0 0 0 0 152 4:45 PM 0 2 87 0 0 89 0 5 0 1 0 6 0 0 77 3 0 80 0 0 0 0 0 0 175 Hourly Total 0 8 339 0 0 347 0 10 0 6 0 16 0 0 305 16 0 321 0 0 0 0 0 0 684 5:00 PM 0 2 79 0 0 81 0 1 0 1 0 2 0 0 67 4 0 71 0 0 0 0 0 0 154 5:15 PM 0 3 81 0 0 84 0 2 0 1 0 3 0 0 87 3 0 90 0 0 0 0 0 0 177 5:30 PM 0 3 87 0 0 90 0 3 0 1 0 4 0 0 66 1 0 67 0 0 0 0 1 0 161 5:45 PM 0 1 103 0 0 104 0 1 0 0 0 1 0 0 66 1 0 67 0 0 0 0 0 0 172 Hourly Total 0 9 350 0 0 359 0 7 0 3 0 10 0 0 286 9 0 295 0 0 0 0 1 0 664 6:00 PM 0 1 72 0 0 73 0 0 0 3 0 3 0 0 49 2 0 51 0 0 0 0 0 0 127 6:15 PM 0 4 80 0 0 84 0 2 0 4 0 6 0 0 81 3 0 84 0 0 0 0 0 0 174 6:30 PM 0 4 59 0 0 63 0 0 0 2 0 2 0 0 67 0 0 67 0 0 0 0 0 0 132 6:45 PM 0 3 60 0 0 63 0 2 0 1 0 3 0 0 45 2 0 47 0 0 0 0 0 0 113 Hourly Total 0 12 271 0 0 283 0 4 0 10 0 14 0 0 242 7 0 249 0 0 0 0 0 0 546 7:00 PM 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 7:15PM 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 7:30 PM 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 7:45 PM 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 Hourly Total 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 8:00 PM 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 8:15PM 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 8:30 PM 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 8:45 PM 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 Hourly Total 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 9:00 PM 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 9:15PM 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 9:30 PM 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 9:45 PM 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 Hourly Total 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 10:00PM 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 10:15PM 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 10:30 PM 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 10:45PM 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 Hourly Total 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 11:00PM 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 11:15PM 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 11:30 PM 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 11:45PM 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 Hourly Total 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 DAILY TOTAL 0 37 1307 0 0 1344 0 31 0 24 0 55 0 0 1116 41 7 1157 0 0 0 0 1 0 2556 Cars 0 37 1279 0 0 1316 0 31 0 24 0 55 0 0 1103 41 7 1144 0 0 0 0 0 0 2515 Heavy Vehicles 0 0 28 0 0 28 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 1 0 41 Heavy Vehicle% 0.00% 0.00% 2.14% 0.00% 0.00% 2.08% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 1.16% 0.00% 0.00% 1.12% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% 1.60% Ramblin Ct & Black Cat Rd Meridain Idaho Wednesday, March 1, 2023 PM Peak Hour Black Cat Rd Ramblin Ct Black Cat Rd Ramblin Ct Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 4:00 PM 0 3 83 0 0 86 0 2 0 3 0 5 0 0 90 4 0 94 0 0 0 0 0 0 185 4:15 PM 0 2 89 0 0 91 0 2 0 1 0 3 0 0 72 6 0 78 0 0 0 0 0 0 172 4:30 PM 0 1 80 0 0 81 0 1 0 1 0 2 0 0 66 3 0 69 0 0 0 0 0 0 152 4:45 PM 0 2 87 0 0 89 0 5 0 1 0 6 0 0 77 3 0 80 0 0 0 0 0 0 175 Peak Hour Total 0 8 339 0 0 347 0 10 0 6 0 16 0 0 305 16 0 321 0 0 0 0 0 0 684 PHF 0.000 0.667 0.952 0.000 0.000 0.953 0.000 0.500 0.000 0.500 0.000 0.667 0.000 0.000 0.847 0.667 0.000 0.854 0.000 0.000 0.000 0.000 0.000 0.000 0.924 Heavy Vehicle% 0.00% 0.00% 2.95% 0.00% 0.00% 2.88% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 1.97% 0.00% 0.00% 1.87% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 2.3% Total Vehicles On Leg 658 Vehicles Entering Vehicles Exiting Intersection 347 Intersection 311 Southbound Cars 0 329 8 0 0 Heavy 0 10 1 0 0 0 Total 0 339 8 0 0 Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 6 0 6 Entering Total Intersection oa Intersection Total Vehicles 0 3 0 0 0 0 0 0 16 Vehicles on Leg o b on Leg 0 s 0 40 m 0 0 0 PM Peak Hour Volumes 10 0 10 3 Vehicles W a Vehicles Exiting 0 0 0 0 0 0 Exiting Intersection Intersection 0 24 0 0 0 0 0 0 a� �1 t r► Cars 0 0 0 299 16 Heavy 0 0 0 6 0 Total 0 0 0 305 16 Northbound Vehicles Entering Vehicles Exiting Intersection 321 Intersection 349 Total Vehicles On Leg 670 Ramblin Ct & Black Cat Rd Meridain Idaho Wednesday, March 1, 2023 3-4 PM Shoulder Hour Black Cat Rd Ramblin Ct Black Cat Rd Ramblin Ct Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach TOTAL Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 3:00 PM 0 2 59 0 0 61 0 2 0 2 0 4 0 0 88 2 6 90 0 0 0 0 0 0 155 3:15 PM 0 3 77 0 0 80 0 2 0 0 0 2 0 0 62 2 0 64 0 0 0 0 0 0 146 3:30 PM 0 2 114 0 0 116 0 3 0 0 0 3 0 0 67 2 1 69 0 0 0 0 0 0 188 3:45 PM 0 1 97 0 0 98 0 3 0 3 0 6 0 0 66 3 0 69 0 0 0 0 0 0 173 Peak Hour Total 0 8 347 0 0 355 0 10 0 5 0 15 0 0 283 9 7 292 0 0 0 0 0 0 662 PHF 0.000 0.667 0.761 0.000 0.000 0.765 0.000 0.833 0.000 0.417 0.000 0.625 0.000 0.000 0.804 0.750 0.292 0.811 0.000 0.000 0.000 0.000 0.000 0.000 0.880 Heavy Vehicle% 0.00% 0.00% 3.17% 0.00% 0.00% 3.1% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.00% 0.00% 2.12% 0.00% 0.00% 2.1% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 2.57% Total Vehicles On Leg 643 Vehicles Entering Vehicles Exiting Intersection 355 Intersection 288 Southbound Cars 0 336 8 0 0 Heavy 0 11 1 0 0 0 Total 0 347 8 0 0 O�O Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 6 5 0 5 Entering Total Intersection oa�` Intersection Total Vehicles 0 0 0 0 0 0 0 15 Vehicles on Leg o W on Leg 0 s = 32 0 0 0 3-4 PM Shoulder Hour Volumes 10 0 10 3 Vehicles W Ir Q Vehicles Exiting 0 0 0 0 0 0 Exiting Intersection V Intersection 0 17 0 0 0 - 0 0 0 Cars 7 0 0 277 9 Heavy 0 0 0 6 0 Total 7 0 0 283 9 Northbound Vehicles Entering Vehicles Exiting Intersection 292 Intersection 357 Total Vehicles On Leg 649 Ramblin Ct & Black Cat Rd Meridain Idaho Wednesday, March 1, 2023 6-7 PM Shoulder Hour Black Cat Rd Ramblin Ct Black Cat Rd Ramblin Ct Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 6:00 PM 0 1 72 0 0 73 0 0 0 3 0 3 0 0 49 2 0 51 0 0 0 0 0 0 127 6:15 PM 0 4 80 0 0 84 0 2 0 4 0 6 0 0 81 3 0 84 0 0 0 0 0 0 174 6:30 PM 0 4 59 0 0 63 0 0 0 2 0 2 0 0 67 0 0 67 0 0 0 0 0 0 132 6:45 PM 0 3 60 0 0 63 0 2 0 1 0 3 0 0 45 2 0 47 0 0 0 0 0 0 113 Peak Hour Total 0 12 271 0 0 283 0 4 0 10 0 14 0 0 242 7 0 249 0 0 0 0 0 0 546 PHF 0.000 0.750 0.847 0.000 0.000 0.842 0.000 0.500 0.000 0.625 0.000 0.583 0.000 0.000 0.747 0.583 0.000 0.741 0.000 0.000 0.000 0.000 0.000 0.000 0.784 Heavy Vehicle% 0.00% 0.00% 1.11% 0.00% 0.00% 1.1% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.55% Total Vehicles On Leg 535 Vehicles Entering Vehicles Exiting Intersection 283 Intersection 252 Southbound Cars 0 268 12 0 0 Heavy 1 0 1 3 1 0 0 0 Total 1 0 271 12 0 0 AN Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 6 10 0 10 Entering Total Intersection oa�` Intersection Total Vehicles 0 0 0 0 0 0 0 14 Vehicles on Leg o W on Leg 0 s = 33 0 0 0 6-7 PM Shoulder Hour Volumes 4 0 4 3 Vehicles W Ir Q Vehicles Exiting 0 0 0 0 0 0 Exiting Intersection V Intersection 0 19 0 0 0 - 0 0 0 Cars 0 0 0 242 7 Heavy 0 0 0 0 0 Total 0 0 0 242 7 Northbound Vehicles Entering Vehicles Exiting Intersection 249 Intersection 275 Total Vehicles On Leg 524 McMillan Rd & Black Cat Rd Meridian Idaho Thursday, March 2, 2023 Southbound Westbound Northbound Eastbound Black Cat Rd McMillan Rd Black Cat Rd McMillan Rd Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 12:00 AM 0 1 5 1 0 7 0 0 2 0 0 2 0 0 1 0 0 1 0 0 0 0 0 0 10 12:15AM 0 1 2 0 0 3 0 0 2 1 0 3 0 0 0 0 0 0 0 0 1 0 0 1 7 12:30 AM 0 0 1 1 0 2 0 0 1 1 0 2 0 0 1 0 0 1 0 1 0 0 0 1 6 12:45 AM 0 0 2 0 0 2 0 0 1 1 0 2 0 0 3 0 0 3 0 0 0 0 0 0 7 Hourly Total 0 2 10 2 0 14 0 0 6 3 0 9 0 0 5 0 0 5 0 1 1 0 0 2 30 1:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 0 1 3 1:15AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 4 1:30 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 5 1:45 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Hourly Total 0 1 2 1 0 4 0 0 0 0 0 0 0 0 8 0 0 8 0 0 1 0 0 1 13 2:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 2:15 AM 0 0 1 1 0 2 0 0 1 0 0 1 0 0 1 0 0 1 0 0 2 0 0 2 6 2:30 AM 0 1 0 0 0 1 0 0 3 0 0 3 0 0 1 0 0 1 0 0 0 0 0 0 5 2:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 3 Hourly Total 0 1 1 1 0 3 0 1 6 0 0 7 0 0 2 0 0 2 0 0 4 0 0 4 16 3:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2 0 0 2 0 0 1 0 0 1 4 3:15AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 0 0 2 4 3:30 AM 0 1 1 0 0 2 0 0 1 1 0 2 0 0 2 0 0 2 0 1 2 2 0 5 11 3:45 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 4 0 0 4 0 1 0 0 0 1 7 Hourly Total 0 1 2 0 0 3 0 0 4 1 0 5 0 0 8 1 0 9 0 2 5 2 0 9 26 4:00 AM 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 0 1 4 4:15AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 6 0 0 6 0 0 2 0 0 2 9 4:30 AM 0 2 4 0 0 6 0 0 0 0 0 0 0 0 2 3 0 5 0 0 1 0 0 1 12 4:45 AM 0 4 4 1 0 9 0 1 0 2 0 3 0 0 8 1 0 9 0 1 0 0 0 1 22 Hourly Total 0 6 10 1 0 17 0 1 1 2 0 4 0 0 17 4 0 21 0 2 3 0 0 5 47 5:00 AM 0 3 3 1 0 7 0 0 1 0 0 1 0 0 5 0 0 5 0 2 3 1 0 6 19 5:15 AM 0 3 3 0 0 6 0 0 3 0 0 3 0 0 3 0 0 3 0 3 7 3 0 13 25 5:30 AM 0 3 9 0 0 12 0 1 7 1 0 9 0 0 10 2 0 12 0 1 9 2 0 12 45 5:45 AM 0 1 10 5 0 16 0 1 13 2 0 16 0 0 16 2 0 18 0 5 8 0 0 13 63 Hourly Total 0 10 25 6 0 41 0 2 24 3 0 29 0 0 34 4 0 38 0 11 27 6 0 44 152 6:00 AM 0 1 19 2 0 22 0 1 10 1 0 12 0 0 15 3 0 18 0 6 13 3 0 22 74 6:15 AM 0 2 16 1 0 19 0 3 10 1 0 14 0 1 19 2 0 22 0 4 11 0 0 15 70 6:30 AM 0 4 29 3 0 36 0 3 14 2 0 19 0 1 22 9 0 32 0 7 21 6 0 34 121 6:45 AM 0 8 41 7 0 56 0 6 24 3 0 33 0 6 35 17 0 58 0 6 26 4 0 36 183 Hourly Total 0 15 105 13 0 133 0 13 58 7 0 78 0 8 91 31 0 130 0 23 71 13 0 107 448 7:00 AM 0 5 46 21 0 72 0 9 41 7 0 57 0 4 45 17 0 66 0 9 39 2 0 50 245 7:15 AM 0 9 49 34 0 92 0 13 75 5 0 93 0 4 44 13 0 61 0 21 58 4 0 83 329 7:30 AM 0 17 41 27 0 85 0 16 59 5 0 80 0 6 74 22 0 102 0 26 71 7 0 104 371 7:45 AM 0 19 52 11 0 82 0 5 47 9 0 61 0 4 64 26 0 94 0 26 75 3 0 104 341 Hourly Total 0 50 188 93 0 331 0 43 222 26 0 291 0 18 227 78 0 323 0 82 243 16 0 341 1286 McMillan Rd & Black Cat Rd Meridian Idaho Thursday, March 2, 2023 Southbound Westbound Northbound Eastbound Black Cat Rd McMillan Rd Black Cat Rd McMillan Rd VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 8:00 AM 0 14 40 10 0 64 0 9 32 9 0 50 0 4 49 18 1 71 0 6 52 6 0 64 249 8:15 AM 0 11 47 9 0 67 0 11 29 9 0 49 0 1 49 17 0 67 0 17 28 3 0 48 231 8:30 AM 0 11 46 6 0 63 0 8 26 12 0 46 0 2 50 21 0 73 0 18 34 5 0 57 239 8:45 AM 0 13 42 8 0 63 0 9 28 8 0 45 0 4 84 25 0 113 0 44 35 2 0 81 302 Hourly Total 0 49 175 33 0 257 0 37 115 38 0 190 0 11 232 81 1 324 0 85 149 16 0 250 1021 9:00 AM 0 18 54 16 0 88 0 8 27 9 0 44 0 4 37 10 0 51 0 15 33 4 0 52 235 9:15 AM 0 7 44 13 0 64 0 14 30 8 0 52 0 3 40 15 1 58 0 5 31 2 0 38 212 9:30 AM 0 9 49 7 0 65 0 13 24 9 0 46 0 5 40 9 0 54 0 3 23 11 0 37 202 9:45 AM 0 14 28 5 0 47 0 8 26 10 0 44 0 6 33 12 0 51 0 11 27 6 0 44 186 Hourly Total 0 48 175 41 0 264 0 43 107 36 0 186 0 18 150 46 1 214 0 34 114 23 0 171 835 10:00 AM 0 5 40 6 0 51 0 8 19 11 0 38 0 10 27 11 0 48 0 10 19 1 0 30 167 10:15 AM 0 5 35 6 0 46 0 10 30 5 0 45 0 6 29 10 0 45 0 9 24 2 0 35 171 10:30 AM 0 9 36 9 0 54 0 8 48 9 0 65 0 4 37 14 0 55 0 9 28 1 0 38 212 10:45 AM 0 12 28 5 0 45 0 11 41 9 0 61 0 5 22 14 0 41 0 17 54 4 0 75 222 Hourly Total 0 31 139 26 0 196 0 37 138 34 0 209 0 25 115 49 0 189 0 45 125 8 0 178 772 11:00 AM 0 11 40 17 0 68 0 10 44 18 0 72 0 3 42 12 0 57 0 12 25 4 0 41 238 11:15 AM 0 12 45 6 0 63 0 18 56 12 0 86 0 3 34 8 0 45 0 8 44 5 0 57 251 11:30 AM 0 17 56 11 0 84 0 14 41 13 0 68 0 11 39 12 0 62 0 8 29 3 0 40 254 11:45 AM 0 12 37 9 1 58 0 6 38 14 1 58 0 4 52 12 0 68 0 6 30 2 0 38 222 Hourly Total 0 52 178 43 1 273 0 48 179 57 1 284 0 21 167 44 0 232 0 34 128 14 0 176 965 12:00 PM 0 7 34 3 0 44 0 23 29 18 0 70 0 4 33 18 0 55 0 3 23 3 0 29 198 12:15 PM 0 16 40 4 0 60 0 17 34 18 0 69 0 5 30 13 0 48 0 4 28 3 0 35 212 12:30 PM 0 13 32 7 0 52 0 16 23 20 0 59 0 6 40 11 0 57 0 4 24 7 0 35 203 12:45 PM 0 11 36 6 0 53 0 22 29 20 0 71 0 2 35 10 0 47 0 2 29 2 0 33 204 Hourly Total 0 47 142 20 0 209 0 78 115 76 0 269 0 17 138 52 0 207 0 13 104 15 0 132 817 1:00 PM 0 10 36 10 0 56 0 21 31 23 0 75 0 3 33 11 0 47 0 5 26 5 0 36 214 1:15 PM 0 6 45 7 0 58 0 13 42 13 0 68 0 7 41 11 0 59 0 4 32 6 0 42 227 1:30 PM 0 11 40 8 0 59 0 16 29 13 0 58 0 6 51 13 0 70 0 6 28 3 0 37 224 1:45 PM 0 13 40 5 0 58 0 16 39 10 0 65 0 8 39 7 0 54 0 5 29 4 0 38 215 Hourly Total 0 40 161 30 0 231 0 66 141 59 0 266 0 24 164 42 0 230 0 20 115 18 0 153 880 2:00 PM 0 10 29 9 0 48 0 17 59 15 0 91 0 3 43 7 0 53 0 16 33 3 0 52 244 2:15 PM 0 6 48 5 0 59 0 19 43 15 0 77 0 9 41 17 0 67 0 14 28 2 0 44 247 2:30 PM 0 11 42 18 0 71 0 16 46 19 0 81 0 4 46 13 0 63 0 25 39 3 0 67 282 2:45 PM 0 7 46 18 0 71 0 16 41 16 0 73 0 6 54 23 0 83 0 32 69 3 0 104 331 Hourly Total 0 34 165 50 0 249 0 68 189 65 0 322 0 22 184 60 0 266 0 87 169 11 0 267 1104 3:00 PM 0 4 45 17 0 66 0 15 76 11 0 102 0 7 54 15 0 76 0 18 35 2 0 55 299 3:15 PM 0 8 67 18 0 93 0 13 51 18 0 82 0 8 55 14 0 77 0 22 28 5 0 55 307 3:30 PM 0 12 61 19 0 92 0 20 51 17 0 88 0 3 56 12 0 71 0 29 55 6 0 90 341 3:45 PM 0 12 59 12 0 83 0 16 61 21 0 98 0 2 75 18 0 95 0 35 58 8 0 101 377 Hourly Total 0 36 232 66 0 334 0 64 239 67 0 370 0 20 240 59 0 319 0 104 176 21 0 301 1324 McMillan Rd & Black Cat Rd Meridian Idaho Thursday, March 2, 2023 Southbound Westbound Northbound Eastbound Black Cat Rd McMillan Rd Black Cat Rd McMillan Rd VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 4:00 PM 0 7 80 22 0 109 0 28 59 21 0 108 0 10 61 21 0 92 0 11 60 4 0 75 384 4:15 PM 0 9 69 18 0 96 0 31 63 15 0 109 0 10 59 19 0 88 0 4 44 1 0 49 342 4:30 PM 0 15 69 22 1 106 0 25 62 23 0 110 0 11 55 21 0 87 0 18 49 5 0 72 375 4:45 PM 0 11 80 17 0 108 0 19 69 24 0 112 0 11 50 24 0 85 0 19 40 7 0 66 371 Hourly Total 0 42 298 79 1 419 0 103 253 83 0 439 0 42 225 85 0 352 0 52 193 17 0 262 1472 5:00 PM 0 9 87 18 0 114 0 22 79 15 0 116 0 9 48 22 0 79 0 22 43 2 0 67 376 5:15 PM 0 14 68 19 0 101 0 18 60 22 0 100 0 12 68 20 0 100 0 29 47 5 0 81 382 5:30 PM 0 7 71 25 0 103 0 26 58 21 0 105 0 12 49 23 0 84 0 17 55 8 0 80 372 5:45 PM 0 12 62 25 0 99 0 17 70 26 0 113 0 11 61 16 0 88 0 13 52 5 0 70 370 Hourly Total 0 42 288 87 0 417 0 83 267 84 0 434 0 44 226 81 0 351 0 81 197 20 0 298 1500 6:00 PM 0 6 65 19 0 90 0 11 61 19 0 91 0 4 43 13 0 60 0 11 35 4 0 50 291 6:15 PM 0 11 44 10 1 65 0 20 50 17 0 87 0 6 48 24 0 78 0 15 37 1 0 53 283 6:30 PM 0 6 36 11 0 53 0 24 48 19 0 91 0 3 33 19 0 55 0 8 32 8 0 48 247 6:45 PM 0 7 33 12 0 52 0 28 34 13 0 75 0 4 29 21 0 54 0 9 26 1 0 36 217 Hourly Total 0 30 178 52 1 260 0 83 193 68 0 344 0 17 153 77 0 247 0 43 130 14 0 187 1038 7:00 PM 0 3 35 15 0 53 0 22 32 9 0 63 0 10 36 10 0 56 0 5 26 4 0 35 207 7:15 PM 0 7 27 15 0 49 0 18 28 7 0 53 0 6 29 7 0 42 0 9 21 1 0 31 175 7:30 PM 0 6 24 9 0 39 0 13 25 14 0 52 0 2 19 10 0 31 0 6 19 0 0 25 147 7:45 PM 0 4 24 3 0 31 0 14 23 10 0 47 0 5 20 14 0 39 0 7 20 2 0 29 146 Hourly Total 0 20 110 42 0 172 0 67 108 40 0 215 0 23 104 41 0 168 0 27 86 7 0 120 675 8:00 PM 0 7 13 2 0 22 0 12 25 4 0 41 0 1 15 10 0 26 0 5 16 0 0 21 110 8:15 PM 0 5 14 4 0 23 0 9 20 10 0 39 0 3 27 4 0 34 0 2 20 6 0 28 124 8:30 PM 0 0 24 4 0 28 0 4 19 18 0 41 0 3 15 5 0 23 0 1 10 0 0 11 103 8:45 PM 0 6 20 5 0 31 0 7 21 6 0 34 0 5 11 7 0 23 0 5 10 0 0 15 103 Hourly Total 0 18 71 15 0 104 0 32 85 38 0 155 0 12 68 26 0 106 0 13 56 6 0 75 440 9:00 PM 0 5 21 4 0 30 0 5 19 9 0 33 0 1 12 5 0 18 0 3 10 4 0 17 98 9:15 PM 0 3 15 4 0 22 0 11 11 3 0 25 0 3 18 5 0 26 0 3 8 2 0 13 86 9:30 PM 0 1 11 1 0 13 0 10 7 0 0 17 0 3 9 7 0 19 0 2 3 1 0 6 55 9:45 PM 0 2 8 2 0 12 0 2 8 3 0 13 0 2 13 1 0 16 0 1 4 3 0 8 49 Hourly Total 0 11 55 11 0 77 0 28 45 15 0 88 0 9 52 18 0 79 0 9 25 10 0 44 288 10:00 PM 0 2 4 0 0 6 0 6 7 5 0 18 0 4 8 2 0 14 0 0 0 0 0 0 38 10:15 PM 0 4 3 0 0 7 0 6 8 6 0 20 0 1 6 1 0 8 0 1 6 1 0 8 43 10:30 PM 0 3 7 0 0 10 0 1 6 3 0 10 0 2 2 2 0 6 0 2 1 0 0 3 29 10:45 PM 0 1 4 2 0 7 0 3 6 2 0 11 0 1 7 2 0 10 0 0 4 0 0 4 32 Hourly Total 0 10 18 2 0 30 0 16 27 16 0 59 0 8 23 7 0 38 0 3 11 1 0 15 142 11:00PM 0 1 2 0 0 3 0 1 7 2 0 10 0 0 3 0 0 3 0 0 4 1 0 5 21 11:15PM 0 0 2 1 0 3 0 3 2 0 0 5 0 0 2 0 0 2 0 1 2 1 0 4 14 11:30 PM 0 0 1 0 0 1 0 1 2 0 0 3 0 0 1 0 0 1 0 1 0 1 0 2 7 11:45PM 0 1 1 0 0 2 0 0 1 2 0 3 0 0 0 1 0 1 0 0 0 0 0 0 6 Hourly Total 0 2 6 1 0 9 0 5 12 4 0 21 0 0 6 1 0 7 0 2 6 3 0 11 48 DAILY TOTAL 0 598 2734 715 3 4047 0 918 2534 822 1 4274 0 339 2639 887 2 3865 0 773 2139 241 0 3153 15339 Cars 0 585 2649 706 3 3940 0 905 2492 807 1 4204 0 329 2563 870 2 3762 0 747 2113 236 0 3096 15002 Heavy Vehicles 0 13 85 9 0 107 0 13 42 15 0 70 0 10 76 17 0 103 0 26 26 5 0 57 337 Heavy Vehicle% 0.00% 2.17% 3.11% 1.26% 0.00% 2.64% 0.00% 1.42% 1.66% 1.82% 0.00% 1.64% 0.00% 2.95% 2.88% 1.92% 0.00% 2.66% 0.00% 3.36% 1.22% 2.07% 0.00% 1.81% 2.20% McMillan Rd & Black Cat Rd Meridian Idaho Thursday, March 2, 2023 AM Peak Hour Black Cat Rd McMillan Rd Black Cat Rd McMillan Rd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach TOTAL Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 7:15 AM 0 9 49 34 0 92 0 13 75 5 0 93 0 4 44 13 0 61 0 21 58 4 0 83 329 7:30 AM 0 17 41 27 0 85 0 16 59 5 0 80 0 6 74 22 0 102 0 26 71 7 0 104 371 7:45 AM 0 19 52 11 0 82 0 5 47 9 0 61 0 4 64 26 0 94 0 26 75 3 0 104 341 8:00 AM 0 14 40 10 0 64 0 9 32 9 0 50 0 4 49 18 1 71 0 6 52 6 0 64 249 Peak Hour Total 0 59 182 82 0 323 0 43 213 28 0 284 0 18 231 79 1 328 0 79 256 20 0 355 1290 PHF 0.000 0.776 0.875 0.603 0.000 0.878 0.000 0.672 0.710 0.778 0.000 0.763 0.000 0.750 0.780 0.760 0.250 0.804 0.000 0.760 0.853 0.714 0.000 0.853 0.869 Heavy Vehicle% 0.00% 3.39% 3.30% 0.00% 0.00% 2.48% 0.00% 0.00% 2.35% 0.00% 0.00% 1.76% 0.00% 5.56% 3.46% 0.00% 0.00% 2.74% 0.00% 2.53% 0.78% 0.00% 0.00% 1.13% 2.0% Total Vehicles On Legi 661 Vehicles Entering Vehicles Exiting Intersection 323 Intersection 338 Southbound Cars 82 176 57 0 0 Heavy 0 6 2 0 0 Total 82 182 59 0 0 Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 28 0 28 Entering Total Intersection C° Intersection Total Vehicles 355 284 Vehicles on Le o 0 0 0 208 5 213 on Le 9 � a 9 668 678 77 2 79 AM Peak Hour Volumes 43 0 43 c Vehicles ul a Vehicles Exiting 254 2 256 0 0 0 Exiting Intersection Intersection 313 20 0 20 0 0 0 394 oo 41 *1 t f* Cars 1 0 17 223 79 Heavy 0 0 1 8 0 Total 1 0 18 231 79 Northbound Vehicles Entering Vehicles Exiting Intersection 328 Intersection 245 Total Vehicles On Leg 573 McMillan Rd & Black Cat Rd Meridian Idaho Thursday, March 2, 2023 PM Peak Hour Black Cat Rd McMillan Rd Black Cat Rd McMillan Rd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach TOTAL Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 4:30 PM 0 15 69 22 1 106 0 25 62 23 0 110 0 11 55 21 0 87 0 18 49 5 0 72 375 4:45 PM 0 11 80 17 0 108 0 19 69 24 0 112 0 11 50 24 0 85 0 19 40 7 0 66 371 5:00 PM 0 9 87 18 0 114 0 22 79 15 0 116 0 9 48 22 0 79 0 22 43 2 0 67 376 5:15 PM 0 14 68 19 0 101 0 18 60 22 0 100 0 12 68 20 0 100 0 29 47 5 0 81 382 Peak Hour Total 0 49 304 76 1 429 0 84 270 84 0 438 0 43 221 87 0 351 0 88 179 19 0 286 1504 PHF 0.000 0.817 0.874 0.864 0.250 0.941 0.000 0.840 0.854 0.875 0.000 0.944 0.000 0.896 0.813 0.906 0.000 0.878 0.000 0.759 0.913 0.679 0.000 0.883 0.984 Heavy Vehicle% 0.00% 0.00% 4.93% 1.32% 0.00% 3.73% 0.00% 0.00% 1.11% 2.38% 0.00% 1.14% 0.00% 2.33% 0.90% 0.00% 0.00% 0.85% 0.00% 0.00% 0.56% 0.00% 0.00% 0.35% 1.7% Total Vehicles On Legi 822 Vehicles Entering Vehicles Exiting Intersection 429 Intersection 393 Southbound Cars 75 289 49 0 1 Heavy 1 15 0 0 0 Total 76 304 49 0 1 Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 82 2 84 Entering Total Intersection C° Intersection Total Vehicles 286 438 Vehicles on Le o 0 0 0 267 3 270 on Le 9 � a 9 675 88 0 88 PM Peak Hour Volumes 84 0 84 °c 753 Vehicles ul a Vehicles Exiting 178 1 179 0 0 0 Exiting Intersection Intersection 389 19 0 19 V 0 0 0 315 oo s1 *1 t f* Cars 0 0 42 219 87 Heavy 0 0 1 2 0 Total 0 0 43 221 87 Northbound Vehicles Entering Vehicles Exiting Intersection 351 Intersection 407 Total Vehicles On Leg 758 McMillan Rd & Black Cat Rd Meridian Idaho Thursday, March 2, 2023 6-7 AM Shoulder Hour Black Cat Rd McMillan Rd Black Cat Rd McMillan Rd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach TOTAL Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 6:00 AM 0 1 19 2 0 22 0 1 10 1 0 12 0 0 15 3 0 18 0 6 13 3 0 22 74 6:15 AM 0 2 16 1 0 19 0 3 10 1 0 14 0 1 19 2 0 22 0 4 11 0 0 15 70 6:30 AM 0 4 29 3 0 36 0 3 14 2 0 19 0 1 22 9 0 32 0 7 21 6 0 34 121 6:45 AM 0 8 41 7 0 56 0 6 24 3 0 33 0 6 35 17 0 58 0 6 26 4 0 36 183 Peak Hour Total 0 15 105 13 0 133 0 13 58 7 0 78 0 8 91 31 0 130 0 23 71 13 0 107 448 PHF 0.000 0.469 0.640 0.464 0.000 0.594 0.000 0.542 0.604 0.583 0.000 0.591 0.000 0.333 0.650 0.456 0.000 0.560 0.000 0.821 0.683 0.542 0.000 0.743 0.612 Heavy Vehicle% 0.00% 0.00% 0.95% 0.00% 0.00% 0.8% 0.00% 7.69% 1.72% 0.00% 0.00% 2.6% 0.00% 0.00% 3.30% 3.23% 0.00% 3.1% 0.00% 4.35% 1.41% 0.00% 0.00% 1.9% 2.01% Total Vehicles On Legi 254 Vehicles Entering Vehicles Exiting Intersection 133 Intersection 121 Southbound Cars 13 104 15 0 0 Heavy 0 1 0 0 0 Total 13 105 15 0 0 Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 7 0 7 Entering Total Intersection o oN Intersection Total Vehicles 107 � 78 on Le o 0 0 0 57 1 58 on s N 9 is 9 186 � 22 1 23 6-7 AM Shoulder Hour Volumes 12 1 13 c 195 Vehicles W Q- Vehicles Exiting 70 1 71 0 0 0 Exiting Intersection I I Intersection 79 117 13 0 13 0 0 0 o�o� s1 �1 t r► Cars 0 0 8 88 30 Heavy 0 0 0 3 1 Total 0 0 8 91 31 Northbound Vehicles Entering Vehicles Exiting Intersection 130 Intersection 131 Total Vehicles On Leg 261 McMillan Rd & Black Cat Rd Meridian Idaho Thursday, March 2, 2023 9-10 AM Shoulder Hour Black Cat Rd McMillan Rd Black Cat Rd McMillan Rd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach TOTAL Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 9:00 AM 0 18 54 16 0 88 0 8 27 9 0 44 0 4 37 10 0 51 0 15 33 4 0 52 235 9:15 AM 0 7 44 13 0 64 0 14 30 8 0 52 0 3 40 15 1 58 0 5 31 2 0 38 212 9:30 AM 0 9 49 7 0 65 0 13 24 9 0 46 0 5 40 9 0 54 0 3 23 11 0 37 202 9:45 AM 0 14 28 5 0 47 0 8 26 10 0 44 0 6 33 12 0 51 0 11 27 6 0 44 186 Peak Hour Total 0 48 175 41 0 264 0 43 107 36 0 186 0 18 150 46 1 214 0 34 114 23 0 171 835 PHF 0.000 0.667 0.810 0.641 0.000 0.750 0.000 0.768 0.892 0.900 0.000 0.894 0.000 0.750 0.938 0.767 0.250 0.922 0.000 0.567 0.864 0.523 0.000 0.822 0.888 Heavy Vehicle% 0.00% 2.08% 2.86% 2.44% 0.00% 2.7% 0.00% 0.00% 3.74% 2.78% 0.00% 2.7% 0.00% 16.67% 10.00% 4.35% 0.00% 9.3% 0.00% 5.88% 1.75% 0.00% 0.00% 2.3% 4.31% Total Vehicles On Legi 484 Vehicles Entering Vehicles Exiting Intersection 264 Intersection 220 Southbound Cars 40 170 47 0 0 Heavy 1 5 1 0 0 Total 41 175 48 0 0 1I V--1�- 11 Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 to 35 1 36 Entering Total Intersection AN Intersection Total Vehicles 171 (D 186 on Le o 0 0 0 103 4 107 E onhLe s g is g 337 32 2 34 9-10 AM Shoulder Hour Volumes 43 0 43 c 394 Vehicles W Q- Vehicles Exiting 112 2 114 0 0 0 Exiting Intersection I I Intersection 166 208 23 0 23 0 0 0 o�o� s1 �1 t r► Cars 1 0 15 135 44 Heavy 0 0 3 15 2 Total 1 0 18 150 46 Northbound Vehicles Entering Vehicles Exiting Intersection 214 Intersection 241 Total Vehicles On Leg 455 McMillan Rd & Black Cat Rd Meridian Idaho Thursday, March 2, 2023 3-4 PM Shoulder Hour Black Cat Rd McMillan Rd Black Cat Rd McMillan Rd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach TOTAL Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 3:00 PM 0 4 45 17 0 66 0 15 76 11 0 102 0 7 54 15 0 76 0 18 35 2 0 55 299 3:15 PM 0 8 67 18 0 93 0 13 51 18 0 82 0 8 55 14 0 77 0 22 28 5 0 55 307 3:30 PM 0 12 61 19 0 92 0 20 51 17 0 88 0 3 56 12 0 71 0 29 55 6 0 90 341 3:45 PM 0 12 59 12 0 83 0 16 61 21 0 98 0 2 75 18 0 95 0 35 58 8 0 101 377 Peak Hour Total 0 36 232 66 0 334 0 64 239 67 0 370 0 20 240 59 0 319 0 104 176 21 0 301 1324 PHF 0.000 0.750 0.866 0.868 0.000 0.898 0.000 0.800 0.786 0.798 0.000 0.907 0.000 0.625 0.800 0.819 0.000 0.839 0.000 0.743 0.759 0.656 0.000 0.745 0.878 Heavy Vehicle% 0.00% 0.00% 3.02% 1.52% 0.00% 2.4% 0.00% 3.13% 1.26% 0.00% 0.00% 1.4% 0.00% 0.00% 2.08% 0.00% 0.00% 1.6% 0.00% 2.88% 1.14% 0.00% 0.00% 1.7% 1.74% Total Vehicles On Legi 745 Vehicles Entering Vehicles Exiting Intersection 334 Intersection 411 Southbound Cars 65 225 36 0 0 Heavy 1 7 0 0 0 Total 66 232 36 0 0 1I V--1�- 11 Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 to 67 0 67 Entering Total Intersection AN Intersection Total Vehicles 301 (D 370 on Le o 0 0 0 236 3 239 E onhLe s g is g 626 101 3 104 3-4 PM Shoulder Hour Volumes 62 2 64 oc 641 Vehicles W Q- Vehicles Exiting 174 2 176 0 0 0 Exiting Intersection I I Intersection 325 271 21 0 21 0 0 0 o�o� s1 �1 t r► Cars 0 0 20 235 59 Heavy 0 0 0 5 0 Total 0 0 20 240 59 Northbound Vehicles Entering Vehicles Exiting Intersection 319 Intersection 317 Total Vehicles On Leg 636 McMillan Rd & Black Cat Rd Meridian Idaho Thursday, March 2, 2023 6-7 PM Shoulder Hour Black Cat Rd McMillan Rd Black Cat Rd McMillan Rd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach TOTAL Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 6:00 PM 0 6 65 19 0 90 0 11 61 19 0 91 0 4 43 13 0 60 0 11 35 4 0 50 291 6:15 PM 0 11 44 10 1 65 0 20 50 17 0 87 0 6 48 24 0 78 0 15 37 1 0 53 283 6:30 PM 0 6 36 11 0 53 0 24 48 19 0 91 0 3 33 19 0 55 0 8 32 8 0 48 247 6:45 PM 0 7 33 12 0 52 0 28 34 13 0 75 0 4 29 21 0 54 0 9 26 1 0 36 217 Peak Hour Total 0 30 178 52 1 260 0 83 193 68 0 344 0 17 153 77 0 247 0 43 130 14 0 187 1038 PHF 0.000 0.682 0.685 0.684 0.250 0.722 0.000 0.741 0.791 0.895 0.000 0.945 0.000 0.708 0.797 0.802 0.000 0.792 0.000 0.717 0.878 0.438 0.000 0.882 0.892 Heavy Vehicle% 0.00% 0.00% 1.12% 0.00% 0.00% 0.8% 0.00% 0.00% 0.52% 0.00% 0.00% 0.3% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.00% 2.33% 0.00% 0.00% 0.00% 0.5% 0.39% Total Vehicles On Legi 524 Vehicles Entering Vehicles Exiting Intersection 260 Intersection 264 Southbound Cars 52 176 30 0 1 Heavy 0 2 0 0 0 Total 52 178 30 0 1 1I V--1�- 11 Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 to 68 0 68 Entering Total Intersection AN Intersection Total Vehicles 187 � 344 on Le o 0 0 0 192 1 193 N onLe Vehicles 9 � is 9 449 42 1 43 6-7 PM Shoulder Hour Volumes 83 0 83 °c 581 Vehicles W Q- Vehicles Exiting 130 0 130 0 0 0 Exiting Intersection I I Intersection 262 14 0 14 0 0 0 237 o�o� s1 �1 t r► Cars 0 0 17 153 77 Heavy 0 0 0 0 0 Total 0 0 17 153 77 Northbound Vehicles Entering Vehicles Exiting Intersection 247 Intersection 275 Total Vehicles On Leg 522 Ustick Rd&Black Cat Rd Meridian Idaho Wednesday, March 1,2023 Southbound Westbound Northbound Eastbound Black Cat Rd Ustick Rd Black Cat Rd Ustick Rd VEHICLE Vehicle Vehicle Vehicle Vehicle Time UTurns LeftTurns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk A roach UTurns Left Turns Straight Right Crosswalk TOTAL PP PP PP Approach Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 12:00 AM 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 12:15AM 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 12:30 AM 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 12:45 AM 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 Hourly Total 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 1:00 AM 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 1:15 AM 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 1:30 AM 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 1:45 AM 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 Hourly Total 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 2:00 AM 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 2:15AM 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 2:30 AM 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 2:45 AM 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 Hourly Total 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 3:00 AM 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 3:15AM 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 3:30 AM 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 3:45 AM 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 Hourly Total 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 4:00 AM 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 4:15AM 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 4:30 AM 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 4:45 AM 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 Hourly Total 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 5:00 AM 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 5:15AM 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 5:30 AM 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 5:45 AM 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 Hourly Total 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 6:00 AM 0 6 15 1 0 22 0 2 22 1 0 25 0 0 16 11 0 27 0 5 17 2 0 24 98 6:15 AM 0 2 21 3 0 26 0 1 25 4 0 30 0 3 15 4 1 22 0 3 25 5 0 33 ill 6:30 AM 0 3 32 7 0 42 0 1 29 2 0 32 0 2 23 6 0 31 0 1 28 0 0 29 134 6:45 AM 0 5 35 4 0 44 0 7 36 4 0 47 0 7 33 15 0 55 0 8 43 4 0 55 201 Hourly Total 0 16 103 15 0 134 0 11 112 11 0 134 0 12 87 36 1 135 0 17 113 11 0 141 544 7:00 AM 0 10 31 8 0 49 0 2 59 3 0 64 0 8 33 16 0 57 0 9 51 4 0 64 234 7:15 AM 0 6 36 2 0 44 0 3 106 1 0 110 0 11 58 21 0 90 0 8 83 3 0 94 338 7:30 AM 0 9 26 20 0 55 0 8 123 5 0 136 0 10 52 21 0 83 0 16 92 9 0 117 391 7:45 AM 0 14 51 14 0 79 0 11 79 5 0 95 0 9 54 15 0 78 0 11 92 7 0 110 362 Hourly Total 0 39 144 44 0 227 0 24 367 14 0 405 0 38 197 73 0 308 0 44 318 23 0 385 1325 Ustick Rd &Black Cat Rd Meridian Idaho Wednesday, March 1,2023 Southbound Westbound Northbound Eastbound Black Cat Rd Ustick Rd Black Cat Rd Ustick Rd VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time UTurns LeftTurns Approach UTurns Left Turns Approach UTurns Lek Turns Approach UTurns Left Turns Approach Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 8:00 AM 0 10 45 5 0 60 0 9 51 4 0 64 0 3 49 16 0 68 0 16 87 8 0 111 303 8:15 AM 0 7 28 4 0 39 0 7 27 4 0 38 0 3 44 23 0 70 0 11 88 5 0 104 251 8:30 AM 0 13 44 6 0 63 0 19 44 5 0 68 0 6 42 13 0 61 0 9 74 12 0 95 287 8:45 AM 0 11 41 4 0 56 0 7 17 7 0 31 0 2 41 22 0 65 0 12 57 9 0 78 230 Hourly Total 0 41 158 19 0 218 0 42 139 20 0 201 0 14 176 74 0 264 0 48 306 34 0 388 1071 9:00 AM 0 11 56 4 0 71 0 20 30 4 0 54 0 2 52 22 0 76 0 6 63 2 0 71 272 9:15 AM 0 8 25 7 0 40 0 26 56 5 0 87 0 7 47 20 0 74 0 7 44 6 0 57 258 9:30 AM 0 12 44 9 0 65 0 8 38 10 0 56 0 4 39 5 0 48 0 4 46 6 0 56 225 9:45 AM 0 7 32 2 0 41 0 7 39 8 0 54 0 3 37 13 0 53 0 3 30 1 0 34 182 Hourly Total 0 38 157 22 0 217 0 61 163 27 0 251 0 16 175 60 0 251 0 20 183 15 0 218 937 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 10:15AM 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 10:30 AM 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 10:45 AM 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 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 11:00AM 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 11:15 AM 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 11:30 AM 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 11:45 AM 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 Hourly Total 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 12:00 PM 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 12:15 PM 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 12:30 PM 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 12:45 PM 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 Hourly Total 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 1:00 PM 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 1:15 PM 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 1:30 PM 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 1:45 PM 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 Hourly Total 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 2:00 PM 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 2:15 PM 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 2:30 PM 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 2:45 PM 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 Hourly Total 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 3:00 PM 0 10 46 7 0 63 0 19 39 15 0 73 0 6 42 12 1 60 0 6 84 5 2 95 291 3:15 PM 0 8 47 1 0 56 0 18 58 18 0 94 0 9 49 21 0 79 0 8 63 5 0 76 305 3:30 PM 0 18 78 8 0 104 0 15 51 10 0 76 0 9 72 21 1 102 0 6 49 3 0 58 340 3:45 PM 0 9 64 8 0 81 0 19 47 15 0 81 0 6 59 27 0 92 0 8 46 5 0 59 313 Hourly Total 0 45 235 24 0 304 0 71 195 58 0 324 0 30 222 81 2 333 0 28 242 18 2 288 1249 Ustick Rd&Black Cat Rd Meridian Idaho Wednesday, March 1,2023 Souhbound Westbound Northbound Eastbound Black Cat Rd Ustick Rd Black Cat Rd Ustick Rd VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time UTurns Lek Turns Approach UTurns Left Turns Approach UTurns Lek Turns Approach UTurns Left Turns Approach Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 4:00 PM 0 9 76 17 0 102 0 44 67 16 0 127 0 8 55 15 0 78 0 20 35 1 0 56 363 4:15 PM 0 5 70 8 0 83 0 19 72 13 0 104 0 5 49 10 0 64 0 8 49 6 0 63 314 4:30 PM 0 12 75 9 0 96 0 20 81 12 0 113 0 11 51 14 0 76 0 5 44 8 0 57 342 4:45 PM 0 6 90 8 0 104 0 24 74 9 0 107 0 8 62 16 0 86 0 5 53 7 0 65 362 Hourly Total 0 32 311 42 0 385 0 107 294 50 0 451 0 32 217 55 0 304 0 38 181 22 0 241 1381 5:00 PM 0 17 56 14 0 87 0 24 79 7 0 110 0 6 58 8 0 72 0 7 66 7 0 80 349 5:15 PM 0 9 66 12 0 87 0 17 96 17 0 130 0 16 53 11 0 80 0 9 71 4 0 84 381 5:30 PM 0 7 62 14 0 83 0 27 93 19 0 139 0 17 61 21 0 99 0 10 52 6 0 68 389 5:45 PM 0 6 72 15 0 93 0 18 84 10 0 112 0 11 50 8 0 69 0 8 42 7 0 57 331 Hourly Total 0 39 256 55 0 350 0 86 352 53 0 491 0 50 222 48 0 320 0 34 231 24 0 289 1450 6:00 PM 0 7 58 11 0 76 0 23 76 18 0 117 0 10 40 20 0 70 0 5 38 4 0 47 310 6:15 PM 0 4 68 5 0 77 0 24 56 21 0 101 0 5 45 13 0 63 0 9 38 7 0 54 295 6:30 PM 0 9 58 3 1 70 0 10 56 14 0 80 0 4 52 12 0 68 0 6 37 11 0 54 272 6:45 PM 0 11 60 9 0 80 0 19 33 11 0 63 0 5 35 10 0 50 0 3 30 3 0 36 229 Hourly Total 0 31 244 28 1 303 0 76 221 64 0 361 0 24 172 55 0 251 0 23 143 25 0 191 1106 7:00 PM 0 0 0 0 0 0 0 3 5 1 0 9 0 0 3 0 0 3 0 0 4 0 0 4 16 7:15 PM 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 7:30 PM 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 7:45 PM 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 Hourly Total 0 0 0 0 0 0 0 3 5 1 0 9 0 0 3 0 0 3 0 0 4 0 0 4 16 8:00 PM 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 8:15 PM 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 8:30 PM 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 8:45 PM 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 Hourly Total 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 9:00 PM 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 9:15 PM 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 9:30 PM 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 9:45 PM 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 Hourly Total 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 10:00 PM 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 10:15 PM 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 10:30 PM 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 10:45 PM 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 Hourly Total 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 11:00 PM 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 11:15 PM 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 11:30 PM 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 11:45 PM 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 Hourly Total 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 DAILY TOTAL 0 281 1608 249 1 2138 0 481 1848 298 0 2627 0 216 1471 482 3 2169 0 252 1722 172 2 2146 9080 Cars 0 275 1570 243 0 2068 0 467 1823 294 0 2584 0 207 1436 471 3 2114 0 247 1687 162 2 2096 8882 Heavy Vehicles 0 6 38 6 1 50 0 14 25 4 0 43 0 9 35 11 0 55 0 5 35 10 0 50 198 Heavy Vehicle% 0.00% 2.14% 2.36% 2.41% 100.00% 2.34% 0.00% 2.91% 1.35% 1.34% 0.00% 1.64% 0.00% 4.17% 2.38% 2.28% 0.00% 2.54% 0.00% 1.98% 2.03% 5.81% 0.00% 2.33% 2.18% Ustick Rd &Black Cat Rd Meridian Idaho Wednesday, March 1,2023 AM Peak Hour Black Cat Rd Ustick Rd Black Cat Rd Ustick Rd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time UTurns Left Turns Straight Right Crosswalk Approach Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk pach UTurns Left Turns Approach UTurns Left Turns Approach UTurns Left Turns Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 7:15 AM 0 6 36 2 0 44 0 3 106 1 0 110 0 11 58 21 0 90 0 8 83 3 0 94 338 7:30 AM 0 9 26 20 0 55 0 8 123 5 0 136 0 10 52 21 0 83 0 16 92 9 0 117 391 7:45 AM 0 14 51 14 0 79 0 11 79 5 0 95 0 9 54 15 0 78 0 11 92 7 0 110 362 8:00 AM 0 10 45 5 0 60 0 9 51 4 0 64 0 3 49 16 0 68 0 16 87 8 0 111 303 Peak Hour Total 0 39 158 41 0 238 0 31 359 15 0 405 0 33 213 73 0 319 0 51 354 27 0 432 1394 PHF 0.000 0.696 0.775 0.513 0.000 0.753 0.000 0.705 0.730 0.750 0.000 0.744 0.000 0.750 0.918 0.869 0.000 0.886 0.000 0.797 0.962 0.750 0.000 0.923 0.891 Heald Vehicle% 0.00% 2.56% 3.16% 0.00% 0.00% 2.52% 0.00% 6.45% 2.51% 6.67% 0.00% 2.96% 0.00% 9.09% 3.76% 4.11% 0.00% 4.39% 0.00% 0.00% 2.26% 3.70% 0.00% 2.08% 2.9% Total Vehicles On Leg 517 Vehicles Entering Vehicles Exiting Intersection 238 Intersection 279 Southbound Cars 41 153 38 0 0 Heavy 0 5 1 0 0 Total 41 158 39 0 0 Cars Heavy Total Cars Heavy Total Vehicle S�` s Vehicles Entering 0 0 0 Enteri g Total Intersection 14 1 15 Intersection Total onhLe icles 432 0 0 0 0 350 9 359 m 405 VeidonhLees 9 c 9 865 w 51 0 51 AM Peak Hour Volumes 29 2 31 c 871 Vehicles Vehicles Exiting 346 8 354 0 0 0 Exiting Intersection Intersection 433 26 1 27 1.55 0 0 0 466 x ♦1 t Cars 0 0 30 205 70 Heavy 0 0 3 8 3 Total 1 0 0 33 213 73 Northbound Vehicles Entering Vehicles Exiting Intersection 319 Intersection 216 Total Vehicles On Leg 535 Ustick Rd &Black Cat Rd Meridian Idaho Wednesday, March 1,2023 PM Peak Hour Black Cat Rd Ustick Rd Black Cat Rd Ustick Rd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left7urns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 4:45 PM 0 6 90 8 0 104 0 24 74 9 0 107 0 8 62 16 0 86 0 5 53 7 0 65 362 5:00 PM 0 17 56 14 0 87 0 24 79 7 0 110 0 6 58 8 0 72 0 7 66 7 0 80 349 5:15 PM 0 9 66 12 0 87 0 17 96 17 0 130 0 16 53 11 0 80 0 9 71 4 0 84 381 5:30 PM 0 7 62 14 0 83 0 27 93 19 0 139 0 17 61 21 0 99 0 10 52 6 0 68 389 Peak Hour Total 0 39 274 48 0 361 0 92 342 52 0 486 0 47 234 56 0 337 0 31 242 24 0 297 1481 PHF 0.000 0.574 0.761 0.857 0.000 0.868 0.000 0.852 0.891 0.684 0.000 0.874 0.000 0.691 0.944 0.667 0.000 0.851 0.000 0.775 0.852 0.857 0.000 0.884 0.952 Heavy Vehicle% 0.00% 0.00% 1.09% 0.00% 0.00% 0.83% 0.00% 0.00% 0.29% 0.00% 0.00% 0.21% 0.00% 2.13% 0.43% 0.00% 0.00% 0.59% 0.00% 0.00% 0.83% 8.33% 0.00% 1.35% 0.7% Total Vehicles On Leg 678 Vehicles Entering Vehicles Exiting Intersection 361 Intersection 317 Southbound Cars 48 271 39 0 0 Heavy 0 3 0 0 0 Total Z. 274 39 0 0 Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 52 52 0 Enteri g Total Intersection S�` Intersection Total Vehicles 297 0 Le 0 0 0 341 1 342 m 486 Vehicles on 9 c g 734 w 31 0 31 PM Peak Hour Volumes fill 92 0 92 c 823 Vehicles Vehicles Exiting 240 2 242 0 0 0 Exiting Intersection Intersection 437 22 2 24 1.55 0 0 0 337 Cars 0 0 46 233 56 Heavy 0 0 1 1 0 Total 1 0 0 47 234 56 Northbound Vehicles Entering Vehicles Exiting Intersection 337 Intersection 390 Total Vehicles On Leg 727 Ustick Rd &Black Cat Rd Meridian Idaho Wednesday, March 1,2023 6-7 AM Shoulder Hour Black Cat Rd Ustick Rd Black Cat Rd Ustick Rd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time U7urns Left Turns Straight Right Crosswalk Approach U7urns Left Turns Approach U7urns Left Turns Approach U7urns Left Turns Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 6:00 AM 0 6 15 1 0 22 0 2 22 1 0 25 0 0 16 11 0 27 0 5 17 2 0 24 98 6:15 AM 0 2 21 3 0 26 0 1 25 4 0 30 0 3 15 4 1 22 0 3 25 5 0 33 'I'll 6:30 AM 0 3 32 7 0 42 0 1 29 2 0 32 0 2 23 6 0 31 0 1 28 0 0 29 134 6:45 AM 0 5 35 4 0 44 0 7 36 4 0 47 0 7 33 15 0 55 0 8 43 4 0 55 201 Peak Hour Total 0 16 103 15 0 134 0 11 112 11 0 134 0 12 87 36 1 135 0 17 113 11 0 141 544 PHF 0.000 0.667 0.736 0.536 0.000 0.761 0.000 0.393 0.778 0.688 0.000 0.713 0.000 0.429 0.659 0.600 0.250 0.614 0.000 0.531 0.657 0.550 0.000 0.641 0.677 Heavy Vehicle% 0.00% 6.25% 1.94% 6.67% 0.00% 3.0% 0.00% 0.00% 1.79% 0.00% 0.00% 1.5% 0.00% 0.00% 2.30% 0.00% 0.00% 1.5% 0.00% 5.88% 2.65% 0.00% 0.00% 2.8% 2.21% Total Vehicles On Leg 249 Vehicles Entering Vehicles Exiting Intersection 134 Intersection 115 Southbound Cars 14 101 15 0 0 Heavy 1 2 1 1 0 0 Total 15 103 16 0 0 a Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 11 0 11 Enteri g Total Intersection Intersection Total h s 141 0 0 0 0 b 110 2 112 on Le 134 on Leg9 c g 280 w 16 1 17 6-7 AM Shoulder Hour Volumes fill 11 0 11 Vehicles Vehicles Exiting 110 3 113 0 0 0 Exiting Intersection Intersection 139 11 0 11 155. 0 0 0 165 Ax A «1 t to Cars 1 0 12 85 36 Heavy 0 0 0 2 0 Total 1 0 12 87 36 Northbound Vehicles Entering Vehicles Exiting Intersection 135 Intersection 125 Total Vehicles On Leg 260 Ustick Rd &Black Cat Rd Meridian Idaho Wednesday, March 1,2023 9-10 AM Shoulder Hour Black Cat Rd Ustick Rd Black Cat Rd Ustick Rd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time UTurns Left Turns Straight Right Crosswalk Approach Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk pproach UTurns Left Turns Approach UTurns Left Turns Approach UTurns Left Turns Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 9:00 AM 0 11 56 4 0 71 0 20 30 4 0 54 0 2 52 22 0 76 0 6 63 2 0 71 272 9:15 AM 0 8 25 7 0 40 0 26 56 5 0 87 0 7 47 20 0 74 0 7 44 6 0 57 258 9:30 AM 0 12 44 9 0 65 0 8 38 10 0 56 0 4 39 5 0 48 0 4 46 6 0 56 225 9:45 AM 0 7 32 2 0 41 0 7 39 8 0 54 0 3 37 13 0 53 0 3 30 1 0 34 182 Peak Hour Total 0 38 157 22 0 217 0 61 163 27 0 251 0 16 175 60 0 251 0 20 183 15 0 2111 937 PHF 0.000 0.792 0.701 0.611 0.000 0.764 0.000 0.587 0.728 0.675 0.000 0.721 0.000 0.571 0.841 0.682 0.000 0.826 0.000 0.714 0.726 0.625 0.000 0.768 0.861 Heavy Vehicle% 0.00% 5.26% 1.91% 0.00% 0.00% 2.3% 0.00% 6.56% 1.23% 3.70% 0.00% 2.8% 0.00% 6.25% 4.00% 0.00% 0.00% 3.2% 0.00% 10.00% 4.37% 13.33% 0.00% 5.5% 3.42% Total Vehicles On Leg 439 Vehicles Entering Vehicles Exiting Intersection 217 Intersection 222 Southbound Cars 22 154 36 0 0 Heavy 0 31 2 0 0 Total 22 157 38 0 0 a Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 26 1 27 Enteri g Total Intersection Intersection Total onhicleLe s 218 0 0 0 0 161 2 163 251 on Leg9 c g 419 w 18 2 20 .1 9-10 AM Shoulder Hour Volumes fill57 4 61 Vehicles Vehicles Exiting 175 8 183 0 0 0 Exiting Intersection Intersection 201 13 2 15 155. 0 0 0 281 A* A «1 t go Cars 0 0 15 168 60 Heavy 0 0 1 7 0 Total 0 1 0 16 1 175 60 Northbound Vehicles Entering Vehicles Exiting Intersection 251 Intersection 233 Total Vehicles On Leg 484 Ustick Rd &Black Cat Rd Meridian Idaho Wednesday, March 1,2023 3-4 PM Shoulder Hour Black Cat Rd Ustick Rd Black Cat Rd Ustick Rd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time UTurns Left Turns Straight Right Crosswalk A UTurns Left Turns Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Approach Approach UTurns Left Turns Approach UTurns Left Turns TOTAL Approach Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 3:00 PM 0 10 46 7 0 63 0 19 39 15 0 73 0 6 42 12 1 60 0 6 84 5 2 95 291 3:15 PM 0 8 47 1 0 56 0 18 58 18 0 94 0 9 49 21 0 79 0 8 63 5 0 76 305 3:30 PM 0 18 78 8 0 104 0 15 51 10 0 76 0 9 72 21 1 102 0 6 49 3 0 58 340 3:45 PM 0 9 64 8 0 81 0 19 47 15 0 81 0 6 59 27 0 92 0 8 46 5 0 59 313 Peak Hour Total 0 45 235 24 0 304 0 71 195 58 0 324 0 30 222 81 2 333 0 28 242 18 2 288 1249 PHF 0.000 0.625 0.753 0.750 0.000 0.731 0.000 0.934 0.841 0.806 0.000 0.862 0.000 0.833 0.771 0.750 0.500 0.816 0.000 0.875 0.720 0.900 0.250 0.758 0.918 Heavy Vehicle% 0.00% 4.44% 3.40% 4.17% 0.00% 3.6% 0.00% 0.00% 1.54% 1.72% 0.00% 1.2% 0.00% 6.67% 3.15% 6.17% 0.00% 4.2% 0.00% 0.00% 2.48% 0.00% 0.00% 2.1% 2.80% Total Vehicles On Leg 612 Vehicles Entering Vehicles Exiting Intersection 304 Intersection 308 Southbound Cars 23 227 43 0 0 Heavy 1 81 2 0 0 Total 24 235 45 0 0 it A* Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 2 0 2 57 1 58 Enteri g Total Intersection "S� intersection Total onhicleLe s 288 0 0 0 0 192 3 195 324 on Leg9 c g 537 w 28 0 28 3-4 PM Shoulder Hour Volumes fill11 0 71 c 692 Vehicles Vehicles Exiting 236 6 242 0 0 0 Exiting Intersection Intersection 249 18 0 18 155. 0 0 0 368 Ax A «1 t go Cars 2 0 28 215 76 Heavy 0 0 2 7 5 Total 2 0 30 222 81 Northbound Vehicles Entering Vehicles Exiting Intersection 333 Intersection 324 Total Vehicles On Leg 657 Ustick Rd &Black Cat Rd Meridian Idaho Wednesday, March 1,2023 6-7 PM Shoulder Hour Black Cat Rd Ustick Rd Black Cat Rd Ustick Rd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time UTurns Left Turns Straight Right Crosswalk Approach Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk UTurns Left Turns Approach UTurns Left Turns Approach UTurns Left Turns Approach TOTAL Tot Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 6:00 PM 0 7 58 11 0 76 0 23 76 18 0 117 0 10 40 20 0 70 0 5 38 4 0 47 310 6:15 PM 0 4 68 5 0 77 0 24 56 21 0 101 0 5 45 13 0 63 0 9 38 7 0 54 295 6:30 PM 0 9 58 3 1 70 0 10 56 14 0 80 0 4 52 12 0 68 0 6 37 11 0 54 272 6:45 PM 0 11 60 9 0 80 0 19 33 11 0 63 0 5 35 10 0 50 0 3 30 3 0 36 229 Peak Hour Total 0 31 244 28 1 303 0 76 221 64 0 361 0 24 172 55 0 251 0 23 143 25 0 191 1106 PHF 0.000 0.705 0.897 0.636 0.250 0.947 0.000 0.792 0.727 0.762 0.000 0.771 0.000 0.600 0.827 0.688 0.000 0.896 0.000 0.639 0.941 0.568 0.000 0.884 0.892 Heavy Vehicle% 0.00% 0.00% 0.82% 0.00% 100.00% 0.7% 0.00% 0.00% 0.45% 0.00% 0.00% 0.3% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.27% Total Vehicles On Leg 562 Vehicles Entering Vehicles Exiting Intersection 303 Intersection 259 Southbound Cars 28 242 31 0 0 Heavy 0 2 0 0 1 Total 28 244 31 0 1 it A* Cars Heavy Total Cars Heavy Total Vehicle 64 64 s Vehicles Entering 0 0 0 0 Enteri g Total Intersection S�` intersection Total onhicleLe s 191 0 0 0 0 220 1 221 361 on Leg9 c g 464 w 23 0 23 6-7 PM Shoulder Hour Volumes fill 76 0 76 c 590 Vehicles Vehicles Exiting 143 0 143 0 0 0 Exiting Intersection Intersection 273 25 0 25 155. 0 0 0 229 x ♦1 1 r► Cars 0 0 24 172 55 Heavy 0 0 0 0 0 Total 0 0 24 172 55 Northbound Vehicles Entering Vehicles Exiting Intersection 251 Intersection 345 Total Vehicles On Leg 596 Cherry Ln & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 Southbound Westbound Northbound Eastbound Black Cat Rd Cherry Ln Black Cat Rd Cherry Ln VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 12:00 AM 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 12:15 AM 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 12:30 AM 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 12:45 AM 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 Hourly Total 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 1:00 AM 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 1:15 AM 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 1:30 AM 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 1:45 AM 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 Hourly Total 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 2:00 AM 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 2:15 AM 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 2:30 AM 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 2:45 AM 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 Hourly Total 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 3:00 AM 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 3:15 AM 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 3:30 AM 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 3:45 AM 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 Hourly Total 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 4:00 AM 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 4:15 AM 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 4:30 AM 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 4:45 AM 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 Hourly Total 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 5:00 AM 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 5:15 AM 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 5:30 AM 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 5:45 AM 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 Hourly Total 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 6:00 AM 0 10 15 3 0 28 0 3 13 0 0 16 0 8 16 8 0 32 0 1 25 9 0 35 i l l 6:15 AM 0 15 34 1 0 50 0 4 22 0 0 26 0 3 15 8 0 26 0 5 35 7 0 47 149 6:30 AM 0 12 29 7 0 48 0 3 25 6 0 34 0 14 24 3 0 41 0 4 54 10 0 66 191 6:45 AM 0 18 46 8 0 72 0 9 33 6 0 48 0 9 38 12 0 59 0 1 40 5 0 46 225 Hourly Total 0 55 124 19 0 198 0 19 93 12 0 124 0 34 93 31 0 158 0 11 154 31 0 196 676 7:00 AM 0 36 32 7 0 75 0 3 42 7 0 52 0 8 46 29 0 83 0 2 67 7 0 76 286 7:15 AM 0 33 52 9 0 94 0 2 32 13 0 47 0 17 55 29 0 101 0 4 68 6 0 76 320 7:30 AM 0 40 34 11 0 85 0 6 44 15 0 65 0 9 58 20 0 87 0 11 73 7 0 91 328 7:45 AM 1 0 34 43 9 0 86 1 0 10 44 3 0 57 1 0 13 50 20 0 83 1 0 5 88 14 0 107 333 Hourly Total 0 143 161 36 0 340 0 21 162 38 0 221 0 47 209 98 0 354 0 22 296 34 0 352 1267 Cherry Ln & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 Southbound Westbound Northbound Eastbound Black Cat Rd Cherry Ln Black Cat Rd Cherry Ln VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 8:00 AM 0 33 44 6 0 83 0 8 40 14 0 62 0 13 49 26 0 88 0 2 80 11 0 93 326 8:15 AM 0 20 43 5 0 68 0 13 33 8 0 54 0 6 56 21 0 83 0 8 69 9 0 86 291 8:30 AM 0 11 52 5 0 68 0 11 29 12 0 52 0 7 36 25 0 68 0 4 83 10 0 97 285 8:45 AM 0 29 40 3 0 72 0 16 31 9 0 56 0 5 46 21 0 72 0 9 76 11 0 96 296 Hourly Total 0 93 179 19 0 291 0 48 133 43 0 224 0 31 187 93 0 311 0 23 308 41 0 372 1198 9:00 AM 0 21 49 5 0 75 0 10 34 14 0 58 0 7 47 22 0 76 0 4 73 8 0 85 294 9:15 AM 0 16 54 5 0 75 1 20 33 15 0 69 0 4 44 13 0 61 0 7 73 8 0 86 293 9:30 AM 0 16 44 5 0 65 0 14 45 14 0 73 0 8 32 10 0 50 0 3 64 8 0 75 263 9:45 AM 0 14 45 3 0 62 0 5 32 6 0 43 0 5 36 12 0 53 0 2 46 6 0 54 212 Hourly Total 0 67 192 18 0 277 1 49 144 49 0 243 0 24 159 57 0 240 0 16 256 30 0 302 1062 10:00 AM 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 10:15 AM 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 10:30 AM 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 10:45 AM 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 Hourly Total 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 11:00 AM 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 11:15 AM 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 11:30 AM 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 11:45 AM 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 Hourly Total 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 12:00 PM 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 12:15 PM 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 12:30 PM 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 12:45 PM 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 Hourly Total 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 1:00 PM 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 1:15 PM 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 1:30 PM 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 1:45 PM 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 Hourly Total 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 2:00 PM 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 2:15 PM 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 2:30 PM 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 2:45 PM 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 Hourly Total 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 3:00 PM 0 27 46 3 0 76 0 17 59 20 0 96 0 4 36 20 0 60 0 7 52 12 0 71 303 3:15 PM 0 20 49 3 0 72 0 24 51 35 0 110 0 9 49 23 0 81 0 8 69 13 0 90 353 3:30 PM 0 27 61 6 0 94 0 15 66 33 0 114 0 12 55 25 0 92 0 5 67 14 0 86 386 3:45 PM 0 19 60 10 1 89 0 26 55 37 0 118 0 6 50 21 0 77 0 10 55 11 0 76 360 Hourly Total 0 93 216 22 1 331 0 82 231 125 0 438 0 31 190 89 0 310 0 30 243 50 0 323 1 1402 Cherry Ln&Black Cat Rd Meridian Idaho Wednesday, March 1,2023 Southbound Westbound Northbound Eastbound Black Cat Rd Cherry Ln Black Cat Rd Cherry Ln VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time UTurns Left Turns Approach UTurns Left Turns Approach UTurns Left Turns Approach UTurns Left Turns Approach Through Turns Crossings Through Turns Crossings Through Turns Crossings Through Turns Crossings Total Total Total Total 4:00 PM 0 22 82 9 0 113 0 41 83 54 0 178 0 8 35 14 0 57 0 8 69 13 0 90 438 4:15 PM 0 26 74 11 0 111 0 23 89 28 0 140 0 8 67 19 0 94 0 4 50 12 0 66 411 4:30 PM 0 15 73 10 0 98 0 25 69 34 0 128 0 15 53 19 0 87 0 9 75 17 0 101 414 4:45 PM 0 23 78 7 0 108 0 33 82 30 0 145 0 12 58 19 0 89 0 10 69 11 0 90 432 Hourly Total 0 86 307 37 0 430 0 122 323 146 0 591 0 43 213 71 0 327 0 31 263 53 0 347 1695 5:00 PM 0 15 69 9 0 93 0 39 99 29 0 167 0 14 49 11 0 74 0 11 58 16 0 85 419 5:15 PM 0 16 61 8 0 85 0 29 87 34 0 150 0 11 54 17 0 82 0 15 88 14 0 117 434 5:30 PM 0 35 65 5 0 105 0 25 88 37 0 150 0 14 71 16 0 101 0 7 77 17 0 101 457 5:45 PM 0 17 54 3 0 74 0 31 61 41 0 133 0 12 58 27 0 97 0 7 69 17 0 93 397 Hourly Total 0 83 249 25 0 357 0 124 335 141 0 600 0 51 232 71 0 354 0 40 292 64 0 396 1707 6:00 PM 0 26 67 14 0 107 0 34 68 35 0 137 0 17 53 16 0 86 0 6 46 13 0 65 395 6:15 PM 0 13 90 6 0 109 0 28 92 34 0 154 0 8 60 14 0 82 0 8 50 7 0 65 410 6:30 PM 0 15 60 9 0 84 1 21 78 32 0 132 0 8 49 15 0 72 0 5 50 11 0 66 354 6:45 PM 0 6 48 4 0 58 0 21 47 26 0 94 0 8 43 13 0 64 0 9 50 10 0 69 285 Hourly Total 0 60 265 33 0 358 1 104 285 127 0 517 0 41 205 58 0 304 0 28 196 41 0 265 1444 7:00 PM 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 7:15 PM 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 7:30 PM 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 7:45 PM 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 Hourly Total 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 8:00 PM 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 8:15 PM 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 8:30 PM 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 8:45 PM 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 Hourly Total 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 9:00 PM 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 9:15 PM 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 9:30 PM 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 9:45 PM 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 Hourly Total 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 10:00 PM 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 10:15 PM 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 10:30 PM 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 10:45 PM 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 Hourly Total 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 11:00 PM 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 11:15 PM 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 11:30 PM 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 11:45 PM 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 Hourly Total 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 DAILYTOTAL 0 680 1693 209 1 2582 2 569 1706 681 0 2958 0 302 1488 568 0 2358 0 201 2008 344 0 2553 10451 Cars 0 674 1639 206 1 2519 2 554 1677 673 0 2906 0 294 1452 553 0 2299 0 195 1977 335 0 2507 10231 Heavy Vehicles 0 6 54 3 0 63 0 15 29 8 0 52 0 8 36 15 0 59 0 6 31 9 0 46 220 Heavy Vehicle% 0.00% 0.88% 3.19% 1.44% 0.00% 2.44% 0.00% 2.64% 1.70% 1.17% 0.00% 1.76% 0.00% 2.65% 2.42% 2.64% 0.00% 2.50% 0.00% 2.99% 1.54% 2.62% 0.00% 1.80% 2.11% Cherry Ln & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 AM Peak Hour Black Cat Rd Cherry Ln Black Cat Rd Cherry Ln Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Lek Turns Approach U Turns Left Turns Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 7:15 AM 0 33 52 9 0 94 0 2 32 13 0 47 0 17 55 29 0 101 0 4 68 6 0 78 320 7:30 AM 0 40 34 11 0 85 0 6 44 15 0 65 0 9 58 20 0 87 0 11 73 7 0 91 328 7:45 AM 0 34 43 9 0 86 0 10 44 3 0 57 0 13 50 20 0 83 0 5 88 14 0 107 333 8:00 AM 1 0 33 44 6 0 83 1 0 8 40 14 0 62 0 13 49 26 0 88 1 0 2 80 11 0 93 326 Peak Hour Total 1 0 140 173 35 0 348 0 26 160 45 0 231 0 52 212 95 0 359 0 22 309 38 0 369 7307 PHF 0.000 0.875 0.832 0.795 0.000 0.926 0.000 0.650 0.909 0.750 0.000 0.888 0.000 0.765 0.914 0.819 0.000 0.889 0.000 0.500 0.878 0.679 0.000 0.862 0.981 Heavy Vehicle% 0.00% 0.71% 1.73% 0.00% 0.00% 1.15% 0.00% 0.00% 4.38% 8.89% 0.00% 4.76% 0.00% 3.85% 4.25% 2.11% 0.00% 3.62% 0.00% 4.55% 2.59% 2.63% 0.00% 2.71% 2.9% Total Vehicles On Leg 627 Vehicles Entering Vehicles Exiting Intersection 348 Intersection 279 Southbound Cars 35 170 139 0 0 Heavy 0 3 1 0 0 Total 35 173 140 0 0 A Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 0t0 41 4 45 Entering Total Intersection Intersection Total Vehicles 369 231 Vehicles on Le '0 0 0 0 � 153 7 160 a on Le 616g 21 1 22 AM Peak Hour Volumes 26 0 26 775g Vehicles W �' Vehicles Exiting 301 8 309 0 0 0 Exiting Intersection Intersection 247 37 1 38 - 0 0 0 544 pox s1 ♦1 t f♦ Cars 0 0 50 203 93 Heavy 0 0 2 9 2 Total 1 0 0 1 52 212 95 Northbound Vehicles Entering Vehicles Exiting Intersection 359 Intersection 237 Total Vehicles On Leg 596 Cherry Ln & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 PM Peak Hour Black Cat Rd Cherry Ln Black Cat Rd Cherry Ln Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 4:45 PM 0 23 78 7 0 108 0 33 82 30 0 145 0 12 58 19 0 89 0 10 69 11 0 90 432 5:00 PM 0 15 69 9 0 93 0 39 99 29 0 167 0 14 49 11 0 74 0 11 58 16 0 85 419 5:15 PM 0 16 61 8 0 85 0 29 87 34 0 150 0 11 54 17 0 82 0 15 88 14 0 117 434 5:30 PM 1 0 35 65 5 0 105 1 0 25 88 37 0 150 0 14 71 16 0 101 1 0 7 77 17 0 101 457 Peak Hour Total 0 89 273 29 0 391 0 126 356 130 0 612 0 51 232 63 0 346 0 43 292 58 0 393 1742 PHF 0.000 0.636 0.875 0.806 0.000 0.905 0.000 0.808 0.899 0.878 0.000 0.916 0.000 0.911 0.817 0.829 0.000 0.856 0.000 0.717 0.830 0.853 0.000 0.840 0.953 Heavy Vehicle% 0.00% 0.00% 2.20% 0.00% 0.00% 1.53% 0.00% 1.59% 0.56% 0.00% 0.00% 0.65% 0.00% 0.00% 0.43% 0.00% 0.00% 0.29% 0.00% 0.00% 0.68% 0.00% 0.00% 0.51% 0.7% Total Vehicles On Leg 796 Vehicles Entering Vehicles Exiting Intersection 391 Intersection 405 Southbound Cars 29 267 89 0 0 Heavy 0 6 0 0 0 Total 29 273 89 0 0 A Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 aZo' 130 0 130 Entering Total Intersection Intersection Total Vehicles 393 lb - 612 Vehicles on Le e 0 0 0 � 354 2 356 a on Le 829g 43 0 43 PM Peak Hour Volumes 124 2 126 1056 Vehicles Vehicles Exiting 290 2 292 0 0 0 Exiting Intersection Intersection 436 58 0 58 - 0 0 0 444 o�ox s1 ♦1 t r► Cars 0 0 51 231 63 Heavy 0 0 0 1 0 Total 1 0 0 51 232 1 63 Northbound Vehicles Entering Vehicles Exiting Intersection 346 Intersection 457 Total Vehicles On Leg 803 Cherry Ln & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 6.7 AM Shoulder Hour Black Cat Rd Cherry Ln Black Cat Rd Cherry Ln Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 6:00 AM 0 10 15 3 0 28 0 3 13 0 0 16 0 8 16 8 0 32 0 1 25 9 0 35 i l l 6:15 AM 0 15 34 1 0 50 0 4 22 0 0 26 0 3 15 8 0 26 0 5 35 7 0 47 149 6:30 AM 0 12 29 7 0 48 0 3 25 6 0 34 0 14 24 3 0 41 0 4 54 10 0 68 191 6:45 AM 1 0 18 46 8 0 72 1 0 9 33 6 0 48 0 9 38 12 0 59 1 0 1 40 5 0 46 225 Peak Hour Total 0 55 124 19 0 198 0 19 93 12 0 124 0 34 93 31 0 158 0 11 154 31 0 196 676 PHF 0.000 0.764 0.674 0.594 0.000 0.688 0.000 0.528 0.705 0.500 0.000 0.646 0.000 0.607 0.612 0.646 0.000 0.669 0.000 0.550 0.713 0.775 0.000 0.721 0.751 Heavy Vehicle% 0.00% 0.00% 0.81% 0.00% 0.00% 0.5% 0.00% 5.26% 2.15% 0.00% 0.00% 2.4% 0.00% 2.94% 0.00% 0.00% 0.00% 0.6% 0.00% 0.00% 1.95% 12.90% 0.00% 3.6% 1.78% Total Vehicles On Leg 314 Vehicles Entering Vehicles Exiting Intersection 198 Intersection 116 Southbound Cars 19 123 55 0 0 Heavy 0 1 0 0 0 Total 19 124 55 0 0 A Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 0e0 12 0 12 Entering Total Intersection Intersection Total on hLe icles 196 e 0 0 0 91 2 93 m m 124 on Leg 342g or 364g 11 0 11 6-7 AM Shoulder Hour Volumes 18 1 19 Vehicles w a Vehicles Exiting 151 3 154 0 0 0 Exiting Intersection Intersection 146 27 4 31 0 0 0 240 0�011 Cars 0 0 33 93 31 Heavy 0 0 1 0 0 Total 0 0 34 93 31 Northbound Vehicles Entering Vehicles Exiting Intersection 158 Intersection 174 Total Vehicles On Leg 332 Cherry Ln & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 9-10 AM Shoulder Hour Black Cat Rd Cherry Ln Black Cat Rd Cherry Ln Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 9:00 AM 0 21 49 5 0 75 0 10 34 14 0 58 0 7 47 22 0 76 0 4 73 8 0 85 294 9:15 AM 0 16 54 5 0 75 1 20 33 15 0 69 0 4 44 13 0 61 0 7 73 8 0 88 293 9:30 AM 0 16 44 5 0 65 0 14 45 14 0 73 0 8 32 10 0 50 0 3 64 8 0 75 263 9:45 AM 1 0 14 45 3 0 62 1 0 5 32 6 0 43 0 5 36 12 0 53 1 0 2 46 6 0 54 1 212 Peak Hour Total 0 67 192 18 0 277 1 49 144 49 0 243 0 24 159 57 0 240 0 16 256 30 0 302 11162 PHF 0.000 0.798 0.889 0.900 0.000 0.923 0.250 0.613 0.800 0.817 0.000 0.832 0.000 0.750 0.846 0.648 0.000 0.789 0.000 0.571 0.877 0.938 0.000 0.858 0.903 Heavy Vehicle% 0.00% 2.99% 5.21% 5.56% 0.00% 4.7% 0.00% 4.08% 2.78% 0.00% 0.00% 2.5% 0.00% 4.17% 3.77% 3.51% 0.00% 3.8% 0.00% 12.50% 1.56% 10.00% 0.00% 3.0% 3.48% Total Vehicles On Leg 501 Vehicles Entering Vehicles Exiting Intersection 277 Intersection 224 Southbound Cars 17 182 65 0 0 Has 1 1 10 2 0 0 Total 18 192 67 0 0 A Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 0Z- 49 0 49 Entering Total Intersection Intersection Total Vehicles 302 c 0 0 0 140 4 144 on 243 on Leg 488g 14 2 16 9-10 AM Shoulder Hour Volumes 47 2 49 624g Vehicles ul ° Vehicles Exiting 252 4 256 1 0 1 Exiting Intersection Intersection 186 27 3 30 0 0 0 381 Cars 0 0 23 153 55 Heavy 0 0 1 6 2 Total 0 0 1 24 159 57 Northbound Vehicles Entering Vehicles Exiting Intersection 240 Intersection 271 Total Vehicles On Leg 511 Cherry Ln & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 3-4 PM Shoulder Hour Black Cat Rd Cherry Ln Black Cat Rd Cherry Ln Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 3:00 PM 0 27 46 3 0 76 0 17 59 20 0 96 0 4 36 20 0 60 0 7 52 12 0 71 303 3:15 PM 0 20 49 3 0 72 0 24 51 35 0 110 0 9 49 23 0 81 0 8 69 13 0 90 353 3:30 PM 0 27 61 6 0 94 0 15 66 33 0 114 0 12 55 25 0 92 0 5 67 14 0 86 386 3:45 PM 1 0 19 60 10 1 89 1 0 26 55 37 0 118 0 6 50 21 0 77 1 0 10 55 11 0 76 1 360 Peak Hour Total 0 93 216 22 1 331 0 82 231 125 0 438 0 31 190 89 0 310 0 30 243 50 0 323 1402 PHF 0.000 0.861 0.885 0.550 0.250 0.880 0.000 0.788 0.875 0.845 0.000 0.928 0.000 0.646 0.864 0.890 0.000 0.842 0.000 0.750 0.880 0.893 0.000 0.897 0.908 Heavy Vehicle% 0.00% 2.15% 4.17% 0.00% 0.00% 3.3% 0.00% 2.44% 0.87% 1.60% 0.00% 1.4% 0.00% 0.00% 4.74% 1.12% 0.00% 3.2% 0.00% 0.00% 1.23% 0.00% 0.00% 0.9% 2.14% Total Vehicles On Leg 676 Vehicles Entering Vehicles Exiting Intersection 331 Intersection 345 Southbound Cars 22 207 91 0 1 Heavy 0 9 2 0 0 Total 22 216 93 0 1 A Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 oe. 123 2 125 Entering Total Intersection Intersection Total Vehicles 323 m 438 Vehicles on Le 00 0 0 0 � 229 2 231 w on Le 607g 30 0 30 3.4 PM Shoulder Hour Volumes 80 2 82 3 863g Vehicles ul a. Vehicles Exiting 240 3 243 0 0 0 Exiting Intersection Intersection 284 425 50 0 50 0 0 0 0�011 Cars 0 0 31 181 88 Heavy 0 0 0 9 1 Total 1 0 0 31 190 1 89 Northbound Vehicles Entering Vehicles Exiting Intersection 310 Intersection 348 Total Vehicles On Leg 658 Cherry Ln & Black Cat Rd Meridian Idaho Wednesday, March 1, 2023 6-7 PM Shoulder Hour Black Cat Rd Cherry Ln Black Cat Rd Cherry Ln Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 6:00 PM 0 26 67 14 0 107 0 34 68 35 0 137 0 17 53 16 0 86 0 6 46 13 0 65 395 6:15 PM 0 13 90 6 0 109 0 28 92 34 0 154 0 8 60 14 0 82 0 8 50 7 0 65 410 6:30 PM 0 15 60 9 0 84 1 21 78 32 0 132 0 8 49 15 0 72 0 5 50 11 0 66 354 6:45 PM 0 6 48 4 0 58 1 0 21 47 26 0 94 0 8 43 13 0 64 1 0 9 50 10 0 69 1 285 Peak Hour Total 0 60 265 33 0 358 1 104 285 127 0 517 0 41 205 58 0 304 0 28 196 41 0 265 1444 PHF 0.000 0.577 0.736 0.589 0.000 0.821 0.250 0.765 0.774 0.907 0.000 0.839 0.000 0.603 0.854 0.906 0.000 0.884 0.000 0.778 0.980 0.788 0.000 0.960 0.880 Heavy Vehicle% 0.00% 0.00% 0.75% 6.06% 0.00% 1.1% 0.00% 0.00% 1.05% 0.00% 0.00% 0.6% 0.00% 2.44% 0.49% 1.72% 0.00% 1.0% 0.00% 3.57% 1.53% 0.00% 0.00% 1.5% 0.97% Total Vehicles On Leg 718 Vehicles Entering Vehicles Exiting Intersection 358 Intersection 360 Southbound Cars 31 263 60 0 0 Has 2 2 0 0 0 Total 33 265 60 0 0 A Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0ri 127 0 127 Entering Total Intersection /1 Intersection Total Vehicles 265 517 Vehicles on Le '0 0 0 0 282 3 285 m on Le 624g 27 1 28 6.7 PM Shoulder Hour Volumes fm 104 0 104 832g Vehicles w ° Vehicles Exiting 193 3 196 1 0 1 Exiting Intersection Intersection 359 41 0 41 - 0 0 0 315 0�011 Cars 0 0 40 204 57 Heavy 0 0 1 1 1 Total 0 0 1 41 205 58 Northbound Vehicles Entering Vehicles Exiting Intersection 304 Intersection 410 Total Vehicles On Leg 714 %:1VGINF�ERw ,LVC Location Black Cat Rd Betwen Chinden Blvd and Ramblin Ct Meridian, Idaho First Period: 0:00 Wednesday, March 1, 2023 Last Period: 23:45 Thursday, March 2, 2023 Day Time Direction Total NB SB 0:00 4 1 5 0:15 3 2 5 0:30 4 3 7 0:45 2 3 5 1:00 2 0 2 1:15 1 1 2 1:30 2 1 3 1:45 2 1 3 2:00 0 5 5 2:15 0 0 0 2:30 2 2 4 2:45 1 2 3 3:00 0 1 1 3:15 0 1 1 3:30 6 0 6 3:45 1 0 1 4:00 1 2 3 4:15 0 2 2 CO 4:30 8 2 10 0 4:45 19 1 20 N 5:00 2 5 7 5:15 15 3 18 2 5:30 27 10 37 cu 5:45 31 21 52 >� 6:00 33 14 47 co 6:15 47 35 82 a 6:30 35 21 56 _0 6:45 87 35 122 7:00 79 48 127 7:15 83 46 129 7:30 106 68 174 7:45 110 79 189 8:00 117 50 167 8:15 108 57 165 8:30 90 79 169 8:45 102 64 166 9:00 75 56 131 9:15 93 58 151 9:30 77 40 117 9:45 51 26 77 10:00 50 50 100 10:15 54 37 91 10:30 32 42 74 10:45 47 36 83 11:00 52 48 100 11:15 51 48 99 11:30 40 51 91 11:45 57 53 110 AM Period 1809 1210 3019 Total %:1VGINF�ERw ,LVC Location Black Cat Rd Betwen Chinden Blvd and Ramblin Ct Meridian, Idaho Day Time Direction Total NB SB 12:00 65 50 115 12:15 58 57 115 12:30 62 44 106 12:45 50 51 101 13:00 62 53 115 13:15 69 55 124 13:30 46 61 107 13:45 61 51 112 14:00 53 45 98 14:15 48 58 106 14:30 86 56 142 14:45 108 54 162 15:00 91 60 151 15:15 65 81 146 15:30 68 115 183 15:45 71 97 168 16:00 95 84 179 16:15 76 90 166 CO 16:30 68 79 147 0 16:45 76 87 163 N 17:00 70 82 152 17:15 89 84 173 2 17:30 65 101 166 cu 17:45 66 105 171 >� 18:00 53 76 129 co 18:15 87 81 168 a 18:30 71 67 138 _0 18:45 46 61 107 19:00 41 51 92 19:15 46 51 97 19:30 33 44 77 19:45 42 38 80 20:00 35 61 96 20:15 33 78 111 20:30 23 47 70 20:45 30 41 71 21:00 23 37 60 21:15 18 34 52 21:30 11 21 32 21:45 9 13 22 22:00 10 10 20 22:15 8 6 14 22:30 6 4 10 22:45 4 16 20 23:00 5 5 10 23:15 2 6 8 23:30 5 4 9 23:45 4 8 12 PM Period 2313 2560 4873 Total Daily Total 4122 3770 7892 %:1VGINF�ERw ,LVC Location Black Cat Rd Betwen Chinden Blvd and Ramblin Ct Meridian, Idaho Day Time Direction Total NB SB 0:00 1 3 4 0:15 1 3 4 0:30 0 2 2 0:45 5 1 6 1:00 0 2 2 1:15 1 0 1 1:30 4 2 6 1:45 1 2 3 2:00 0 0 0 2:15 0 2 2 2:30 1 1 2 2:45 0 0 0 3:00 3 0 3 3:15 0 3 3 3:30 3 0 3 3:45 7 0 7 4:00 2 3 5 4:15 10 2 12 M 4:30 2 3 5 cv 4:45 14 5 19 oN 5:00 8 5 13 Ci 5:15 7 0 7 5:30 14 12 26 Cu 5:45 32 20 52 2 6:00 26 21 47 6:15 29 15 44 Cu -0 6:30 46 38 84 Cn 6:45 50 34 84 7:00 87 63 150 7:15 93 77 170 7:30 127 76 203 7:45 151 96 247 8:00 94 63 157 8:15 88 89 177 8:30 82 54 136 8:45 103 49 152 9:00 80 55 135 9:15 76 57 133 9:30 51 43 94 9:45 61 40 101 10:00 43 46 89 10:15 44 49 93 10:30 52 49 101 10:45 51 31 82 11:00 61 51 112 11:15 61 50 111 11:30 56 53 109 11:45 68 53 121 AM Period 1796 1323 3119 Total %:1VGINF�ERw ,LVC Location Black Cat Rd Betwen Chinden Blvd and Ramblin Ct Meridian, Idaho Day Time Direction Total NB SB 12:00 60 50 110 12:15 54 50 104 12:30 64 50 114 12:45 49 48 97 13:00 55 45 100 13:15 68 62 130 13:30 65 48 113 13:45 55 59 114 14:00 61 42 103 14:15 46 63 109 14:30 82 55 137 14:45 98 71 169 15:00 92 79 171 15:15 88 112 200 15:30 98 114 212 15:45 97 103 200 16:00 108 86 194 16:15 89 100 189 16:30 107 130 237 N 16:45 85 104 189 N 17:00 90 122 212 N 17:15 104 119 223 17:30 84 122 206 cc 17:45 92 95 187 2 18:00 70 86 156 18:15 74 68 142 cc 18:30 31 32 63 18:45 17 25 42 19:00 60 62 122 19:15 38 61 99 19:30 34 53 87 19:45 34 54 88 20:00 25 45 70 20:15 33 48 81 20:30 23 49 72 20:45 18 44 62 21:00 23 52 75 21:15 33 20 53 21:30 19 22 41 21:45 15 22 37 22:00 7 18 25 22:15 13 7 20 22:30 7 10 17 22:45 11 11 22 23:00 2 5 7 23:15 0 3 3 23:30 6 3 9 23:45 1 1 2 PM Period 2485 2730 5215 Total Daily Total 4281 4053 8334 Total Vehicles: 16,226 Average Weekday Volume (vpd) 8,113 %:1VGINF�ERIIVG,LVC Location Black Cat Rd Between Ramblin Ct and McMillan Rd Meridian, Idaho First Period: 0:00 Wednesday, March 1, 2023 Last Period: 23:45 Thursday, March 2, 2023 Day Time Direction Total SB NB 0:00 1 4 5 0:15 1 5 6 0:30 0 2 2 0:45 2 1 3 1:00 1 2 3 1:15 2 2 4 1:30 0 5 5 1:45 1 4 5 2:00 2 0 2 2:15 0 0 0 2:30 5 1 6 2:45 0 1 1 3:00 2 0 2 3:15 0 1 1 3:30 2 6 8 3:45 5 2 7 4:00 1 1 2 4:15 6 0 6 CO 4:30 12 6 18 0 4:45 7 8 15 N 5:00 11 4 15 5:15 7 6 13 2 5:30 18 16 34 cu 5:45 19 17 36 >� 6:00 20 21 41 co 6:15 37 25 62 a 6:30 36 26 62 _0 6:45 52 46 98 7:00 56 55 111 7:15 75 64 139 7:30 87 75 162 7:45 87 83 170 8:00 64 89 153 8:15 58 74 132 8:30 54 63 117 8:45 62 72 134 9:00 97 108 205 9:15 81 71 152 9:30 54 77 131 9:45 35 42 77 10:00 54 51 105 10:15 50 52 102 10:30 51 40 91 10:45 41 43 84 11:00 49 59 108 11:15 50 47 97 11:30 69 46 115 11:45 51 51 102 AM Period 1475 1474 2949 Total %:1VGINF�ERIIVG,LVC Location Black Cat Rd Between Ramblin Ct and McMillan Rd Meridian, Idaho Day Time Direction Total SB NB 12:00 47 61 108 12:15 49 67 116 12:30 65 56 121 12:45 57 56 113 13:00 48 62 110 13:15 53 71 124 13:30 58 47 105 13:45 55 64 119 14:00 53 59 112 14:15 69 55 124 14:30 63 87 150 14:45 79 98 177 15:00 78 96 174 15:15 109 77 186 15:30 144 108 252 15:45 122 98 220 16:00 55 78 133 16:15 109 82 191 CO 16:30 98 84 182 0 16:45 106 78 184 N 17:00 83 70 153 17:15 94 96 190 2 17:30 94 82 176 cu 17:45 121 71 192 >� 18:00 83 66 149 co 18:15 102 78 180 a 18:30 65 86 151 _0 18:45 78 53 131 19:00 41 50 91 19:15 42 48 90 19:30 33 44 77 19:45 29 50 79 20:00 35 41 76 20:15 64 35 99 20:30 37 39 76 20:45 20 37 57 21:00 29 30 59 21:15 26 26 52 21:30 18 11 29 21:45 14 16 30 22:00 5 11 16 22:15 4 8 12 22:30 3 8 11 22:45 7 5 12 23:00 4 9 13 23:15 3 4 7 23:30 4 5 9 23:45 4 3 7 PM Period 2659 2566 5225 Total Daily Total 4134 4040 8174 %:1VGINF�ERIIVG,LVC Location Black Cat Rd Between Ramblin Ct and McMillan Rd Meridian, Idaho Day Time Direction Total SB NB 0:00 7 1 8 0:15 3 1 4 0:30 2 3 5 0:45 2 5 7 1:00 1 1 2 1:15 1 3 4 1:30 1 5 6 1:45 1 0 1 2:00 0 0 0 2:15 2 2 4 2:30 1 0 1 2:45 0 0 0 3:00 0 3 3 3:15 1 0 1 3:30 2 4 6 3:45 0 6 6 4:00 1 2 3 4:15 1 6 7 M 4:30 5 2 7 cv 4:45 8 11 19 oN 5:00 9 6 15 cli 5:15 5 7 12 5:30 15 14 29 Cu 5:45 16 26 42 2 6:00 23 22 45 6:15 24 25 49 -0 6:30 43 33 76 Cn 6:45 54 44 98 7:00 61 58 119 7:15 98 73 171 7:30 89 106 195 7:45 80 103 183 8:00 67 64 131 8:15 71 73 144 8:30 61 83 144 8:45 71 140 211 9:00 88 62 150 9:15 67 57 124 9:30 64 53 117 9:45 45 54 99 10:00 50 50 100 10:15 53 43 96 10:30 57 56 113 10:45 50 50 100 11:00 71 72 143 11:15 70 57 127 11:30 80 62 142 11:45 55 72 127 AM Period 1576 1620 3196 Total %:1VGINF�ERIIVG,LVC Location Black Cat Rd Between Ramblin Ct and McMillan Rd Meridian, Idaho Day Time Direction Total SB NB 12:00 51 53 104 12:15 57 54 111 12:30 53 64 117 12:45 54 57 111 13:00 58 64 122 13:15 60 59 119 13:30 61 71 132 13:45 58 55 113 14:00 48 74 122 14:15 71 70 141 14:30 72 94 166 14:45 73 105 178 15:00 75 84 159 15:15 102 101 203 15:30 104 107 211 15:45 92 124 216 16:00 101 92 193 16:15 76 82 158 16:30 46 102 148 N 16:45 32 97 129 N 17:00 107 91 198 N 17:15 102 125 227 17:30 82 87 169 17:45 101 99 200 18:00 89 74 163 18:15 88 85 173 18:30 65 60 125 18:45 22 29 51 19:00 68 53 121 19:15 52 46 98 19:30 46 42 88 19:45 36 38 74 20:00 24 25 49 20:15 24 43 67 20:30 30 37 67 20:45 33 24 57 21:00 37 25 62 21:15 22 28 50 21:30 14 14 28 21:45 12 17 29 22:00 7 12 19 22:15 7 12 19 22:30 11 7 18 22:45 8 9 17 23:00 4 5 9 23:15 3 3 6 23:30 1 3 4 23:45 2 1 3 PM Period 2441 2703 5144 Total Daily Total 4017 4323 8340 Total Vehicles: 16,514 Average Weekday Volume (vpd) 8,257 %:1VGINF�ERIIVG,LVC Location Black Cat Rd Between McMillan Rd and Ustick Rd Meridian, Idaho First Period: 0:00 Wednesday, March 1, 2023 Last Period: 23:45 Thursday, March 2, 2023 Day Time Direction Total SB NB 0:00 1 5 6 0:15 2 6 8 0:30 0 4 4 0:45 1 2 3 1:00 0 3 3 1:15 5 5 10 1:30 0 5 5 1:45 0 1 1 2:00 2 1 3 2:15 1 0 1 2:30 6 1 7 2:45 1 1 2 3:00 0 0 0 3:15 1 2 3 3:30 1 1 2 3:45 2 1 3 4:00 1 3 4 4:15 8 0 8 CO 4:30 6 10 16 0 4:45 7 5 12 N 5:00 9 4 13 5:15 15 9 24 2 5:30 10 27 37 cu 5:45 31 17 48 >� 6:00 30 36 66 co 6:15 32 36 68 a 6:30 55 42 97 _0 6:45 52 60 112 7:00 57 50 107 7:15 48 64 112 7:30 55 72 127 7:45 79 77 156 8:00 62 70 132 8:15 41 61 102 8:30 59 58 117 8:45 56 58 114 9:00 73 62 135 9:15 46 56 102 9:30 61 52 113 9:45 39 42 81 10:00 54 41 95 10:15 41 49 90 10:30 49 37 86 10:45 40 31 71 11:00 57 51 108 11:15 46 46 92 11:30 62 40 102 11:45 50 48 98 AM Period 1354 1352 2706 Total %:1VGINF�ERIIVG,LVC Location Black Cat Rd Between McMillan Rd and Ustick Rd Meridian, Idaho Day Time Direction Total SB NB 12:00 46 51 97 12:15 50 57 107 12:30 65 54 119 12:45 65 60 125 13:00 58 44 102 13:15 56 57 113 13:30 63 50 113 13:45 47 60 107 14:00 66 50 116 14:15 55 54 109 14:30 60 78 138 14:45 68 68 136 15:00 58 60 118 15:15 71 75 146 15:30 106 90 196 15:45 89 82 171 16:00 98 74 172 16:15 91 71 162 CO 16:30 100 68 168 0 16:45 125 75 200 N 17:00 93 69 162 17:15 104 80 184 2 17:30 109 87 196 cu 17:45 114 69 183 >� 18:00 80 66 146 co 18:15 85 78 163 a 18:30 70 71 141 _0 18:45 52 41 93 19:00 50 61 111 19:15 37 58 95 19:30 35 52 87 19:45 30 44 74 20:00 28 42 70 20:15 56 39 95 20:30 34 53 87 20:45 22 65 87 21:00 28 34 62 21:15 17 31 48 21:30 18 23 41 21:45 11 16 27 22:00 9 4 13 22:15 6 16 22 22:30 7 13 20 22:45 5 3 8 23:00 9 11 20 23:15 5 5 10 23:30 1 10 11 23:45 5 6 11 PM Period 2557 2425 4982 Total Daily Total 3911 3777 7688 %:1VGINF�ERIIVG,LVC Location Black Cat Rd Between McMillan Rd and Ustick Rd Meridian, Idaho Day Time Direction Total SB NB 0:00 4 4 8 0:15 5 2 7 0:30 2 2 4 0:45 2 6 8 1:00 0 1 1 1:15 1 5 6 1:30 0 4 4 1:45 3 3 6 2:00 0 0 0 2:15 1 2 3 2:30 0 0 0 2:45 2 2 4 3:00 0 3 3 3:15 1 1 2 3:30 2 4 6 3:45 2 7 9 4:00 2 3 5 4:15 4 6 10 M 4:30 4 8 12 cv 4:45 10 10 20 oN 5:00 9 10 19 Ci 5:15 7 5 12 5:30 17 18 35 Cu 5:45 14 27 41 2 6:00 26 35 61 6:15 33 32 65 Cu -0 6:30 50 49 99 Cn 6:45 48 79 127 7:00 31 20 51 7:15 77 64 141 7:30 76 110 186 7:45 66 86 152 8:00 59 73 132 8:15 68 70 138 8:30 57 71 128 8:45 60 101 161 9:00 56 57 113 9:15 68 57 125 9:30 73 56 129 9:45 52 52 104 10:00 57 42 99 10:15 47 49 96 10:30 61 51 112 10:45 50 36 86 11:00 61 64 125 11:15 66 48 114 11:30 74 56 130 11:45 47 66 113 AM Period 1455 1557 3012 Total %:1VGINF�ERIIVG,LVC Location Black Cat Rd Between McMillan Rd and Ustick Rd Meridian, Idaho Day Time Direction Total SB NB 12:00 54 51 105 12:15 63 53 116 12:30 64 49 113 12:45 58 47 105 13:00 53 66 119 13:15 62 62 124 13:30 71 62 133 13:45 60 57 117 14:00 52 49 101 14:15 66 72 138 14:30 62 63 125 14:45 73 88 161 15:00 53 79 132 15:15 85 78 163 15:30 98 67 165 15:45 98 85 183 16:00 101 98 199 16:15 102 97 199 16:30 110 76 186 N 16:45 114 98 212 N 17:00 122 98 220 N 17:15 92 107 199 17:30 121 83 204 17:45 108 75 183 18:00 85 73 158 18:15 63 79 142 18:30 75 61 136 18:45 35 37 72 19:00 57 84 141 19:15 48 65 113 19:30 45 51 96 19:45 46 60 106 20:00 30 45 75 20:15 28 66 94 20:30 32 46 78 20:45 29 42 71 21:00 33 43 76 21:15 26 44 70 21:30 20 26 46 21:45 17 19 36 22:00 9 22 31 22:15 8 12 20 22:30 7 11 18 22:45 8 16 24 23:00 5 4 9 23:15 6 4 10 23:30 3 2 5 23:45 5 4 9 PM Period 2662 2676 5338 Total Daily Total 4117 4233 8350 Total Vehicles: 16,038 Average Weekday Volume (vpd) 8,019 ENGINEERING,INC. Location From Ustick Rd To Cherry Ln On the Black Cat Rd Meridian, Idaho First Period: 00:00 March 1, 2023 Last Period: 23:45 March 2, 2023 Day Time Direction Total SB NB 00:00 3 6 9 00:15 3 4 7 00:30 1 2 3 00:45 2 0 2 01:00 0 3 3 01:15 3 4 7 01:30 30 2 32 01:45 13 3 16 02:00 4 2 6 02:15 0 0 0 02:30 7 2 9 02:45 1 0 1 03:00 0 4 4 03:15 3 1 4 03:30 3 0 3 03:45 8 2 10 04:00 3 5 8 04:15 15 4 19 04:30 3 5 8 04:45 12 5 17 05:00 15 5 20 N 05:15 21 14 35 0 05:30 20 19 39 05:45 41 18 59 06:00 34 20 54 M 06:15 55 24 79 06:30 51 44 95 06:45 80 50 130 07:00 58 45 103 07:15 96 72 168 07:30 73 80 153 07:45 89 56 145 08:00 92 67 159 08:15 65 73 138 08:30 73 55 128 08:45 77 61 138 09:00 74 66 140 09:15 79 66 145 09:30 68 51 119 09:45 55 44 99 10:00 58 44 102 10:15 51 44 95 10:30 57 45 102 10:45 70 40 110 11:00 67 60 127 11:15 55 55 110 11:30 64 50 114 11:45 69 58 127 AM Period 1821 1380 3201 Total ENGINEERING,INC. Location From Ustick Rd To Cherry Ln On the Black Cat Rd Meridian, Idaho Day Time Direction Total SB NB 12:00 50 70 120 12:15 72 74 146 12:30 74 75 149 12:45 77 78 155 13:00 71 60 131 13:15 78 71 149 13:30 68 63 131 13:45 69 73 142 14:00 73 63 136 14:15 75 82 157 14:30 70 82 152 14:45 73 84 157 15:00 79 67 146 15:15 88 98 186 15:30 101 92 193 15:45 111 104 215 16:00 138 104 242 16:15 124 96 220 16:30 101 102 203 16:45 121 99 220 17:00 89 95 184 N 17:15 92 102 194 0 17:30 139 118 257 17:45 123 111 234 18:00 110 93 203 18:15 114 100 214 18:30 89 91 180 18:45 43 78 121 19:00 52 73 125 19:15 42 62 104 19:30 47 46 93 19:45 28 57 85 20:00 42 45 87 20:15 43 55 98 20:30 37 53 90 20:45 39 44 83 21:00 47 46 93 21:15 24 29 53 21:30 22 22 44 21:45 13 23 36 22:00 11 9 20 22:15 4 15 19 22:30 10 13 23 22:45 5 9 14 23:00 8 9 17 23:15 8 7 15 23:30 6 5 11 23:45 3 6 9 PM Period 3003 3053 6056 Total Daily Total 4824 4433 9257 ENGINEERING,INC. Location From Ustick Rd To Cherry Ln On the Black Cat Rd Meridian, Idaho Day Time Direction Total SB NB 00:00 5 5 10 00:15 4 1 5 00:30 1 2 3 00:45 8 6 14 01:00 0 1 1 01:15 2 5 7 01:30 0 5 5 01:45 1 0 1 02:00 0 1 1 02:15 0 3 3 02:30 0 3 3 02:45 0 1 1 03:00 2 2 4 03:15 2 0 2 03:30 2 1 3 03:45 4 4 8 04:00 1 2 3 04:15 6 4 10 04:30 8 4 12 04:45 8 3 11 05:00 15 6 21 N 05:15 15 7 22 oN 05:30 19 12 31 N 05:45 30 24 54 06:00 39 23 62 06:15 45 23 68 06:30 79 44 123 06:45 87 74 161 07:00 49 44 93 07:15 124 96 220 07:30 103 110 213 07:45 97 73 170 08:00 78 72 150 08:15 103 76 179 08:30 104 100 204 08:45 80 97 177 09:00 87 61 148 09:15 81 61 142 09:30 89 63 152 09:45 73 56 129 10:00 61 52 113 10:15 81 59 140 10:30 69 72 141 10:45 77 56 133 11:00 80 76 156 11:15 76 69 145 11:30 94 67 161 11:45 58 75 133 AM Period 2047 1701 3748 Total ENGINEERING,INC. Location From Ustick Rd To Cherry Ln On the Black Cat Rd Meridian, Idaho Day Time Direction Total SB NB 12:00 71 74 145 12:15 66 76 142 12:30 76 49 125 12:45 68 72 140 13:00 56 83 139 13:15 70 75 145 13:30 88 60 148 13:45 79 77 156 14:00 91 70 161 14:15 82 72 154 14:30 75 102 177 14:45 89 108 197 15:00 95 113 208 15:15 94 100 194 15:30 92 104 196 15:45 106 139 245 16:00 122 124 246 16:15 130 141 271 16:30 135 122 257 16:45 126 127 253 17:00 142 124 266 N 17:15 104 128 232 0 17:30 129 131 260 N 17:45 125 122 247 18:00 100 107 207 18:15 77 99 176 18:30 67 92 159 18:45 36 58 94 19:00 60 83 143 19:15 53 83 136 19:30 50 51 101 19:45 67 70 137 20:00 37 41 78 20:15 34 53 87 20:30 33 41 74 20:45 35 40 75 21:00 25 45 70 21:15 30 34 64 21:30 24 27 51 21:45 22 27 49 22:00 28 25 53 22:15 17 9 26 22:30 10 14 24 22:45 8 13 21 23:00 7 10 17 23:15 2 2 4 23:30 3 1 4 23:45 3 2 5 PM Period 3139 3420 6559 Total Daily Total 5186 5121 10307 Total Vehicles: 19,564 Average Weekday Volume (vpd) 9,782 Traffic Impact Study elayden Subdivision July 2023 Meridian, Idaho APPENDIX C: CRASH DATA §jENGTVFXlWG,INC. C Chinden Blvd and Black Cat Rd Intersection-2017-2021 Crash Data dist_from_ direction serial_number severity units date time street1 street2 intersection speedlimit —of—travel driver action first_harmful_event contrib_circ_1 17C455941 B Injury Accident 3 5/3/2017 7:43 CHINDEN Blvd 50.000 ft E 55 E Going Straight Rear-End Inattention 17C473037 Property Dmg Report 2 11/22/2017 9:50 Chinden Blvd Black Cat Rd 55 E Passing Angle Turning None 18C486671 B Injury Accident 2 5/8/2018 18:53 CHINDEN Blvd BLACK CAT Rd 55 W Turning Left Head-On Turning None 18C493572 Property Dmg Report 2 7/31/2018 15:40 CHINDEN Blvd BLACK CAT Rd 55 N Turning Left Non-Contact Unit Failed to Yield 18C495089 B Injury Accident 3 8/17/2018 17:09 Black Cat Rd 60.000 ft S 50 S Turning Left Angle Turning Improper Turn 18C503215 Property Dmg Report 1 11/23/2018 5:46 CHINDEN Blvd BLACK CAT Rd 55 W Turning Left Other None 19C510671 A Injury Accident 2 2/25/2019 9:49 CHINDEN Blvd BLACK CAT Rd 55 N Turning Left Angle Turning None 19C512625 C Injury Accident 2 3/12/2019 17:42 US 20 50.000 ft W 55 W Going Straight Rear-End Inattention 19C514651 Property Dmg Report 2 4/18/2019 18:09 Chinden Blvd Black Cat Rd 55 N Turning Left Angle Turning None 19C514731 B Injury Accident 2 4/17/2019 21:30 CHINDEN Blvd BLACK CAT Rd 55 N Turning Left Head-On Turning Failed to Yield 19C518233 Property Dmg Report 3 5/16/2019 18:16 Chinden Blvd 50.000 ft E 55 W Changing Lanes Side Swipe Same None 19C521632 Property Dmg Report 2 7/9/2019 14:08 Blackcat Rd 20.000 ft S S Backing Backed Into Improper Backing 19C524300 A Injury Accident 2 8/12/2019 22:03 BLACK CAT Rd CHINDEN Blvd 50 N Turning Left Angle Turning Failed to Yield 19C525217 Property Dmg Report 2 8/23/2019 16:23 CHINDEN Blvd BLACK CAT Rd 55 N Turning Left Angle Turning Failed to Yield 19C525572 Property Dmg Report 2 8/26/2019 7:27 Chinden Blvd 2550.000 ft W 55 E Going Straight Side Swipe Same None 19C527882 Fatal Accident 2 8/12/2019 22:03 US 20 91.000 ft E 55 W Going Straight Pedestrian None 19C530894 C Injury Accident 2 10/28/2019 17:26 Chinden Blvd Black Cat Rd 50 N Turning Left Angle Turning Failed to Yield 19C534162 Property Dmg Report 2 12/3/2019 13:25 BLACK CAT Rd CHINDEN Blvd 55 N Turning Left Angle Turning Improper Turn 19C538697 A Injury Accident 2 10/11/2019 21:55 Chinden Blvd Black Cat Rd 55 N Going Straight Angle Failed to Obey Stop Sign 200538397 C Injury Accident 2 1/23/2020 8:08 CHINDEN Blvd BLACK CAT Rd 55 S Going Straight Angle Failed to Obey Stop Sign 200544640 Property Dmg Report 2 4/21/2020 15:21 CHINDEN Blvd BLACK CAT Rd 55 S Going Straight Angle Failed to Obey Stop Sign 200545563 Property Dmg Report 2 5/19/2020 16:39 CHINDEN Blvd BLACK CAT Rd 55 N Turning Left Angle Turning None 200550964 Property Dmg Report 1 8/4/2020 11:11 CHINDEN Blvd 90.000 ft W 45 W Going Straight Other Post,Pole or Support Inattention 200552421 B Injury Accident 2 8/25/2020 8:44 CHINDEN Blvd BLACK CAT Rd 45 N Turning Left Angle Turning Failed to Yield 200552807 Property Dmg Report 2 8/26/2020 16:25 CHINDEN Blvd BLACK CAT Rd 45 N Turning Left Angle Turning Failed to Yield 210564152 Property Dmg Report 2 1/12/2021 9:02 CHINDEN Blvd 50.000 ft W 55 E Going Straight Side Swipe Same Speed Too Fast For Conditions 210564477 Property Dmg Report 2 1/11/2021 19:33 Chinden Blvd BLACK CAT Rd 55 W Turning Left Head-On Turning Failed to Yield 210566673 B Injury Accident 2 2/16/2021 15:30 CHINDEN Blvd BLACK CAT Rd 55 N Right Turn on Red Angle Turning Failed to Obey Signal 210569597 C Injury Accident 2 3/19/2021 21:27 CHINDEN Blvd 40.000 ft E 50 W Going Straight Rear-End Speed Too Fast For Conditions 21 C571420 C Injury Accident 2 4/24/2021 16:19 BLACK CAT Rd 50.000 It S 45 N Going Straight Rear-End Following Too Close 210582828 Property Dmg Report 2 9/16/2021 8:02 CHINDEN Blvd 187.000 ft E 55 W Going Straight Rear-End Following Too Close 210589601 Property Dmg Report 2 12/1/2021 12:14 CHINDEN Blvd 43.000 ft W 55 E Changing Lanes Same Direction Turning Improper Lane Change 17C446469 Property Dmg Report 2 1/3/2017 14:07 Black Cat Rd 30.000 ft S 50 S Backing Backed Into Improper Backing 17C448966 Property Dmg Report 2 1/19/2017 3:45 Chinden Blvd Black Cat Rd 50 N Slowing in Traffic Angle Speed Too Fast For Conditions _.... -------------------------------------------------------------- ---------------------------------------------- ........ ... ........ ... ...- -.............-.- --....-.-.--.-....... l-L;_JJ ; • I i Ramblin Ct and Black Cat Rd-2017-2021 Crash Data dist_from_ direction serial number severity units date time street'l street2 intersection speedlimit —of—travel driver—action first—harmful—event contrib_circ_1 19C524078 Property Dmg Report 1 8/9/2019 13:10 Ramblin Crt Black Cat Rd 50 W Going Straight Fence Other Vehicle Defect II I I/i0 dG](, dWK -1w1 n5',L a5ia d.l]tl :,.SL a lx J39p I WlSr S'�"!!RWlr Sireet 6 — �l .�uso 5iP 5)i 'rtt _5Gfl i a,0 rose d`I Nmst Everes[5[reec� — s GS)do]3 � _set t�19.,I]�as/• �'.si m I co,L Wes[Ra bbn C.- 6175 j r,f51 .14 d i d695 II 5�15 — j � Sg4n 6fld5 sous - —_ _ GGii � F 6ufJ 3 Q 603a [,p3J 603e 43F Ws.L&TOLTIw I .dea'u � G1100 cai l I+pP1 9.5 o scan 5'19�� McMillan Rd and Black Cat Rd Intersection-2017-2021 Crash Data dist_from_ direction serial—number severity units date time street1 street2 intersection speedlimit —of—travel driver—action first—harmful—event contrib_circ_1 17C456040 Property Dmg Report 2 5/4/2017 11:25 Black Cat Rd McMillan Rd 40 W Going Straight Angle Inattention 17C468038 Property Dmg Report 2 9/26/2017 6:29 McMillan Rd Black Cat Rd 50 E Going Straight Angle Failed to Yield 18C486206 C Injury Accident 2 5/3/2018 8:10 BLACK CAT Rd 175.000 ft S 40 S Going Straight Rear-End Inattention 18C504994 Property Dmg Report 2 12/20/2018 21:16 BLACK CAT Rd MCMILLAN Rd 50 W Going Straight Angle Failed to Obey Stop Sign 200537890 Property Dmg Report 2 1/13/2020 21:23 MCMILLAN Rd 35.000 ft E 45 W Going Straight Rear-End Following Too Close 21 C564225 Property Dmg Report 2 1/10/2021 19:58 BLACK CAT Rd MCMILLAN Rd 50 E Going Straight Angle Failed to Yield 21 C565853 C Injury Accident 2 2/6/2021 18:43 MCMILLAN Rd BLACK CAT Ave 50 E Going Straight Angle None 21 C578267 Property Dmg Report 2 7/16/2021 15:41 BLACK CAT Rd MCMILLAN Rd 50 W Going Straight Angle Failed to Yield 21 C586196 C Injury Accident 2 10/21/2021 19:42 MCMILLAN Rd BLACK CAT Rd 45 N Going Straight Angle Inattention 21 C590355 C Injury Accident 2 12/6/2021 18:38 BLACK CAT Rd MCMILLAN Rd 45 W Turning Left Angle Turning Alcohol Impaired VJF 44, w - - 4D S . n z . .,... - .. Ustick Rd and Black Cat Rd Intersection(2017-2021) dist_from_ direction serial—number severity units date time streetl street2 intersection speedlimit of travel driver action first_harmful_event contrib_circ_1 Avoiding Vehicle, 17C453600 C Injury Accident 2 3/15/2017 1:36 Ustick Rd 200.000 ft W 45 E Pedestrian,Pedalcycle Tree Drove Left of Center 17C473358 Property Dmg Report 2 12/5/2017 17:32 Black Cat Rd 20.000 ft S 40 S Backing Backed Into Improper Backing 18C477488 Property Dmg Report 2 1/19/2018 19:52 Black Cat Rd Ustick Rd 40 E Going Straight Angle None 18C481144 A Injury Accident 2 2/20/2018 10:10 Black Cat Rd Ustick Rd 40 N Going Straight Angle Failed to Obey Signal 18C496588 B Injury Accident 2 8/29/2018 21:48 Black Cat Rd Ustick Rd 40 E Turning Right Angle Failed to Yield 18C497105 Property Dmg Report 2 9/10/2018 8:27 BLACK CAT Rd USTICK Rd 50 E Going Straight Angle None 18C498698 Property Dmg Report 2 9/25/2018 17:11 USTICK Rd BLACK CAT Rd 50 E Going Straight Angle Failed to Obey Stop Sign 19C531773 Property Dmg Report 2 11/6/2019 11:04 Ustick Rd 70.000 ft W 45 W Backing Backed Into Improper Backing 19C533995 Property Dmg Report 2 12/3/2019 17:28 USTICK Rd BLACK CAT Rd 45 E Going Straight Head-On Turning None 200538312 Property Dmg Report 2 1/15/2020 9:51 Black Cat Rd Ustick Rd 45 W Going Straight Angle Failed to Yield 200542137 Property Dmg Report 2 3/9/2020 12:40 BLACK CAT Rd USTICK Rd 40 E Going Straight Angle Failed to Obey Stop Sign 200558640 Property Dmg Report 2 11/4/2020 15:40 BLACK CAT Rd 40.000 ft N 50 N Backing Backed Into Improper Backing 200560857 Property Dmg Report 2 11/23/2020 18:10 BLACK CAT Rd USTICK Rd 45 W Going Straight Angle None 200561337 C Injury Accident 2 12/8/2020 8:54 USTICK Rd BLACK CAT Rd 45 S Going Straight Angle Failed to Obey Stop Sign 200563260 C Injury Accident 2 12/23/2020 16:00 BLACK CAT Rd USTICK Rd 50 W Going Straight Angle Failed to Yield 200563443 C Injury Accident 2 12/19/2020 19:50 Ustick Rd Black Cat Rd 40 E Turning Right Head-On Turning Failed to Yield 21 C568667 Property Dmg Report 2 3/15/2021 17:36 BLACK CAT Rd USTICK Rd 50 S Going Straight Angle Failed to Obey Stop Sign 21 C581950 B Injury Accident 2 8/27/2021 10:57 USTICK Rd BLACK CAT Rd 45 S Turning Left Angle Turning Failed to Obey Signal 21 C584716 Property Dmg Report 2 10/12/2021 7:28 USTICK Rd BLACK CAT Rd 45 E Turning Left Head-On Turning Failed to Obey Signal 21 C586896 C Injury Accident 3 10/27/2021 8:07 USTICK Rd 212.000 ft E 45 W Going Straight Rear-End Following Too Close 4 o _ .._ .all am as F _3L �•_ Lq PIG q� - el i Cherry Ln and Black Cat Rd Intersection- 2017-2021 Crash Data dist_from_ direction serial—number severity units date time street1 street2 intersection speedlimit —of—travel driver_action first_harmful_event contrib_circ_1 17C472255 C Injury Accident 2 11/17/2017 17:03 Black Cat Rd 54.000 ft N 45 S Going Straight Rear-End Following Too Close 18C491019 A Injury Accident 3 7/2/2018 14:16 Black Cat Rd Cherry Ln 40 S Going Straight Angle Failed to Obey Signal 19C528298 C Injury Accident 2 9/30/2019 19:00 BLACK CAT Rd 90.000 ft S 50 N Going Straight Rear-End Inattention 19C528926 Property Dmg Report 2 10/1/2019 7:30 CHERRY Ln 210.000 ft W 40 E Slowing in Traffic Rear-End None 19C534898 C Injury Accident 3 12/8/2019 12:22 CHERRY Ln BLACK CAT Rd 40 S Going Straight Angle Inattention 200537837 B Injury Accident 2 1/15/2020 20:12 BLACK CAT Rd CHERRY Ln 40 S Going Straight Angle Failed to Obey Signal 200545928 B Injury Accident 2 5/23/2020 10:05 CHERRY Ln BLACK CAT Rd 40 E Turning Left Head-On Turning Inattention 200549565 Property Dmg Report 2 7/4/2020 7:55 CHERRY Ln BLACK CAT Rd 40 N Going Straight Angle Asleep,Drowsy,Fatigued 21 C571068 B Injury Accident 2 4/9/2021 13:00 Black Cat Rd 150.000 ft N 40 N Going Straight Pedestrian Failed to Obey Stop Sign 210574928 C Injury Accident 2 6/3/2021 18:20 CHERRY Ln BLACK CAT Rd 40 N Going Straight Angle Inattention 21 C576646 B Injury Accident 2 6/27/2021 15:56 CHERRY Ln 80.000 ft E 40 W Starting in Traffic Rear-End Other 17C450917 Property Dmg Report 2 2/14/2017 15:35 Black Cat Rd Cherry Ln 40 W Turning Left Angle Turning Failed to Obey Signal ID gw............,,i.... `.. � sex �R .. ...• — Black Cat Rd-Ramblin to McMillan(2017-2021) dist_from_ direction serial—number severity units date time street1 street2 intersection speedlimit —of—travel driver—action first—harmful—event contrib_circ_1 17C463465 A Injury Accident 1 8/7/2017 9:12 Black Cat Rd 850.000 ft N 50 S Going Straight Other Fixed Object Failed to Maintain Lane 18C489570 B Injury Accident 2 5/31/2018 18:18 BLACK CAT Rd 290.000 ft S 40 S Turning Right Same Direction Turning None 19C528032 Property Dmg Report 2 9/25/2019 10:17 BLACK CAT Rd 0.500 Mile N 40 N Going Straight Rear-End Following Too Close i4 TCarapana lane._—. :• •. .-{�JOc. -� - .. .. 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"fifes[Los Flores n— _Wes[LneF�sSnea[ Q ri ns Flr mf}[rey n'n rr_ Z 4l'eat 0.^Irli-ri SlrCC[ l:. n�-__.n - O - :--••• �{i',�i �•:nn[e nrr:r ,wr:t+'rnnre St•ee[� a N'+s[Vi�S[ree[ Black Cat Rd-McMillan to Ustick(2017-2021) dist_from_ direction serial number severity units date time streetl street2 intersection speedlimit —of—travel driver_action first_harmful_event contrib_circ_1 18C481115 B Injury Accident 1 2/22/2018 7:36 Black Cat Rd 70.000 ft N 50 S Going Straight Overturn Speed Too Fast For Conditions 18C498572 C Injury Accident 1 9/30/2018 23:07 Black Cat Rd 2450.000 ft S 50 N Going Straight Utility/Light Support Inattention 18C502347 Property Dmg Report 2 11/2/2018 5:31 Blackcat Rd 500.000 ft S 50 N Going Straight Non-Contact Unit None 19C510241 Property Dmg Report 2 2/20/2019 7:08 BLACK CAT Rd 200.000 ft N 50 S Going Straight Rear-End None 19C510252 Property Dmg Report 2 2/20/2019 7:08 BLACK CAT Rd 200.000 ft N 50 N Going Straight Rear-End None 19C510300 Property Dmg Report 1 2/21/2019 8:43 BLACK CAT Rd 265.000 ft N 50 S Going Straight Other Fixed Object None 19C510857 Property Dmg Report 1 2/20/2019 7:09 Black Cat Rd 900.000 ft N 50 S Going Straight Ditch None 19C517411 Property Dmg Report 1 5/17/2019 21:26 BLACK CAT Rd 0.290 Mile S 50 N Going Straight Embankment None 19C520782 Property Dmg Report 1 6/23/2019 3:00 BLACK CAT Rd 0.430 Mile N 50 N Going Straight Utility/Light Support None 19C520837 Property Dmg Report 1 6/22/2019 13:45 BLACK CAT Rd 1795.000 ft N 50 N Going Straight Ditch None 200538161 Property Dmg Report 1 1/13/2020 22:51 Black Cat Rd 0.250 Mile N 50 S Going Straight Ditch Speed Too Fast For Conditions 200539352 Property Dmg Report 2 2/4/2020 13:42 BLACK CAT Rd 65.000 ft S 50 N Going Straight Rear-End Distracted IN or ON Vehicle 200540323 Property Dmg Report 2 2/11/2020 8:09 BLACK CAT Rd ASPERTONE St 40 E Turning Left Angle Turning None 200545277 C Injury Accident 2 5/11/2020 13:21 BLACK CAT Rd QUINTALE St 50 E Turning Left Angle Turning Failed to Yield 200545290 Property Dmg Report 3 5/12/2020 8:58 BLACK CAT Rd 1100.000 ft S 50 N Going Straight Side Swipe Opposite Asleep,Drowsy,Fatigued 210573675 Property Dmg Report 1 5/22/2021 14:27 BLACK CAT Rd 2850.000 ft N 50 S Going Straight Ditch Asleep,Drowsy,Fatigued 21 C591935 Property Dmg Report 1 12/27/2021 9:27 Black Cat Rd 91.000 ft N 50 S Going Straight Utility/Light Support Speed Too Fast For Conditions 17C447238 Property Dmg Report 4 1/5/2017 18:15 Black Cat Rd 1740.000 ft N 50 N Parked Vehicle Rear-End None �t q � a o a a 1 - Woste Wote( alont e r Me,iJiu Black Cat Rd-Ustick to Cherry(2017-2021) dist_from_ direction serial—number severity units date time street1 street2 intersection speedlimit _of_travel driver—action first_harmful_event contrib_circ-1 19C525168 C Injury Accident 3 8/20/2019 17:23 BLACK CAT Rd TALAMORE Dr 40 S Turning Right Same Direction Turning Improper Turn 19C526953 Property Dmg Report 2 9/15/2019 15:06 BLACK CAT Rd 55.000 ft N 50 S Going Straight Rear-End Turning Following Too Close 200537190 Property Dmg Report 2 1/9/2020 16:04 BLACK CAT Rd CHARLES St 40 E Turning Left Angle Turning Failed to Obey Stop Sign 21 C590434 C Injury Accident 2 12/9/2021 7:43 BLACK CAT Rd g 559.000 ft S 40 N Going Straight Rear-End Inattention Al- 0 '_-! - ---- - v� .mod—Zj ---- --- - -_ --+fir 1'f7R df 6m 3c ?crtdcosc _� I�45 yn .Vessitter 4irerr � . , e�Tak --�. s wes.fi..� O E ..... x O W 2 or� ------- -'" ...r.. C7O wescn�b�O we„sue„ I — �•�._.—... wesr eJi[re knr• iVe5V4a` Traffic Impact Study Blayden Subdivision July 2023 Meridian, Idaho APPENDIX D: 2023 CAPACITY ANALYSIS REPORTS §jENGJ7VMWG,INC. D HCM 6th Signalized Intersection Summary 2023 Existing 1: Black Cat Rd & Chinden Blvd AIM Peak Hour --I. -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t Traffic Volume(veh/h) 25 708 109 120 442 16 146 19 242 45 15 14 Future Volume(veh/h) 25 708 109 120 442 16 146 19 242 45 15 14 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 1632 1772 1758 1772 1758 1647 1730 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 27 753 116 136 502 18 157 20 260 54 18 17 Peak Hour Factor 0.94 0.94 0.94 0.88 0.88 0.88 0.93 0.93 0.93 0.84 0.84 0.84 Percent Heavy Veh, % 12 2 3 2 3 6 5 2 2 2 2 2 Cap,veh/h 236 872 386 640 1898 68 251 21 279 97 121 115 Arrive On Green 0.02 0.26 0.26 0.68 1.00 1.00 0.08 0.20 0.20 0.03 0.14 0.14 Sat Flow,vehlh 1554 3367 1490 1688 3289 118 1647 108 1410 1688 838 791 Grp Volume(v),veh/h 27 753 116 136 255 265 157 0 280 54 0 35 Grp Sat Flow(s),vehlh/In 1554 1683 1490 1688 1670 1737 1647 0 1518 1688 0 1629 Q Serve(g_s),s 2.2 34.2 10.0 0.0 0.0 0.0 13.0 0.0 29.0 0.3 0.0 3.0 Cycle Q Clear(g_c),s 2.2 34.2 10.0 0.0 0.0 0.0 13.0 0.0 29.0 0.3 0.0 3.0 Prop In Lane 1.00 1.00 1.00 0.07 1.00 0.93 1.00 0.49 Lane Grp Cap(c),veh/h 236 872 386 640 964 1002 251 0 300 97 0 236 V/C Ratio(X) 0.11 0.86 0.30 0.21 0.26 0.26 0.63 0.00 0.93 0.56 0.00 0.15 Avail Cap(c_a),veh/h 280 1431 633 640 964 1002 251 0 361 133 0 336 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.73 0.73 0.73 0.89 0.89 0.89 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 48.6 56.6 47.6 16.5 0.0 0.0 61.9 0.0 63.2 75.5 0.0 59.8 Incr Delay(d2),s/veh 0.1 8.4 1.5 0.1 0.6 0.6 3.6 0.0 26.3 1.9 0.0 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 1.5 20.5 6.6 3.0 0.3 0.3 10.1 0.0 19.2 3.9 0.0 2.2 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 48.6 65.0 49.1 16.5 0.6 0.6 65.5 0.0 89.5 77.4 0.0 59.9 LnGrp LOS D E D B A A E A F E A E Approach Vol,veh/h 896 656 437 89 Approach Delay,s/veh 62.4 3.9 80.9 70.5 Approach LOS E A F E Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 10.5 99.3 20.0 30.2 61.4 48.4 11.5 38.6 Change Period (Y+Rc),s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 8.0 78.0 13.0 33.0 18.0 68.0 8.0 38.0 Max Q Clear Time(g_c+l1),s 4.2 2.0 15.0 5.0 2.0 36.2 2.3 31.0 Green Ext Time(p-c),s 0.0 2.8 0.0 0.1 0.1 5.3 0.0 0.6 Intersection Summary HCM 6th Ctrl Delay 48.2 HCM 6th LOS D Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2023 Existing 1: Black Cat Rd & Chinden Blvd AIM Peak Hour -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) 25 708 109 120 442 16 146 19 242 45 15 14 Future Volume(vph) 25 708 109 120 442 16 146 19 242 45 15 14 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 12 8 12 12 12 12 12 12 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.86 1.00 0.93 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1527 3353 1485 1676 3300 1629 1519 1676 1636 Flt Permitted 0.41 1.00 1.00 0.35 1.00 0.00 1.00 0.00 1.00 Satd. Flow(perm) 657 3353 1485 613 3300 0 1519 0 1636 Peak-hour factor, PHF 0.94 0.94 0.94 0.88 0.88 0.88 0.93 0.93 0.93 0.84 0.84 0.84 Adj. Flow(vph) 27 753 116 136 502 18 157 20 260 54 18 17 RTOR Reduction(vph) 0 0 47 0 1 0 0 235 0 0 16 0 Lane Group Flow(vph) 27 753 69 136 519 0 157 45 0 54 19 0 Heavy Vehicles(%) 12% 2% 3% 2% 3% 6% 5% 2% 2% 2% 2% 2% Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 8 4 Actuated Green,G(s) 91.0 91.0 91.0 102.6 102.6 19.8 11.2 14.3 5.7 Effective Green,g(s) 95.0 95.0 95.0 106.6 106.6 23.8 15.2 18.3 9.7 Actuated g/C Ratio 0.59 0.59 0.59 0.67 0.67 0.15 0.09 0.11 0.06 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 3.0 3.0 2.0 3.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 433 1990 881 537 2198 242 144 191 99 v/s Ratio Prot 0.00 c0.22 0.03 c0.16 c0.10 0.03 c0.03 0.01 vls Ratio Perm 0.03 0.05 0.14 v/c Ratio 0.06 0.38 0.08 0.25 0.24 0.65 0.31 0.28 0.19 Uniform Delay,dl 13.7 17.0 13.8 13.2 10.6 64.2 67.5 64.8 71.4 Progression Factor 1.13 1.28 5.70 0.87 0.96 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.0 0.5 0.1 0.1 0.2 4.4 0.4 0.3 0.3 Delay(s) 15.6 22.2 79.0 11.5 10.4 68.6 68.0 65.1 71.8 Level of Service B C E B B E E E E Approach Delay(s) 29.3 10.6 68.2 67.7 Approach LOS C B E E Intersection Summary HCM 2000 Control Delay 33.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.41 Actuated Cycle Length(s) 160.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 62.0% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th TWSC 2023 Existing 2: Black Cat Rd & Ramblin Ct AM Peak Hour Intersection Int Delay,s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vii + Traffic Vol,veh/h 10 16 439 10 3 294 Future Vol,veh/h 10 16 439 10 3 294 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 59 59 74 74 85 85 Heavy Vehicles, % 2 6 3 10 2 2 Mvmt Flow 17 27 593 14 4 346 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 954 600 0 0 607 0 Stage 1 600 - - - - - Stage 2 354 - - - Critical Hdwy 6.42 6.26 - 4.12 Critical Hdwy Stg 1 5.42 - - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.354 - 2.218 Pot Cap-1 Maneuver 277 494 - 971 Stage 1 548 - - - Stage 2 772 - - - Platoon blocked,% 1 - Mov Cap-1 Maneuver 275 494 - 971 Mov Cap-2 Maneuver 412 - - - Stage 1 548 - - Stage 2 769 - - Approach WB NB SIB HCM Control Delay,s 13.7 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 459 971 HCM Lane V/C Ratio - 0.096 0.004 HCM Control Delay(s) - 13.7 8.7 HCM Lane LOS - B A HCM 95th%tile Q(veh) - 0.3 0 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th AWSC 2023 Existing 3: Black Cat Rd & McMillan Rd AM Peak Hour Intersection Intersection Delay,slveh 90.1 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 79 256 20 43 213 28 18 231 79 59 182 82 Future Vol,veh/h 79 256 20 43 213 28 18 231 79 59 182 82 Peak Hour Factor 0.85 0.85 0.85 0.76 0.76 0.76 0.80 0.80 0.80 0.88 0.88 0.88 Heavy Vehicles, % 3 2 2 2 2 2 6 3 2 3 3 2 Mvmt Flow 93 301 24 57 280 37 23 289 99 67 207 93 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SIB Opposing Approach WB EB SIB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SIB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SIB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 108.9 76.7 99.1 72.1 HCM LOS F F F F Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 5% 22% 15% 18% Vol Thru,% 70% 72% 75% 56% Vol Right,% 24% 6% 10% 25% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 328 355 284 323 LT Vol 18 79 43 59 Through Vol 231 256 213 182 RT Vol 79 20 28 82 Lane Flow Rate 410 418 374 367 Geometry Grp 1 1 1 1 Degree of Util (X) 1.069 1.1 0.984 0.965 Departure Headway(Hd) 9.884 9.903 10.157 10.138 Convergence,Y/N Yes Yes Yes Yes Cap 369 372 359 360 Service Time 7.884 7.903 8.157 8.138 HCM Lane V/C Ratio 1.111 1.124 1.042 1.019 HCM Control Delay 99.1 108.9 76.7 72.1 HCM Lane LOS F F F F HCM 95th-tile Q 13.8 14.7 11.1 10.6 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2023 Existing 4: Black Cat Rd & Ustick Rd II AM Peak Hour --,, -+-- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T* Traffic Volume(veh/h) 51 354 27 31 359 15 33 213 73 39 158 41 Future Volume(veh/h) 51 354 27 31 359 15 33 213 73 39 158 41 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 1744 1716 1758 1702 1674 1744 1744 1758 1758 1772 Adj Flow Rate,veh/h 55 385 29 42 485 20 37 239 82 52 211 55 Peak Hour Factor 0.92 0.92 0.92 0.74 0.74 0.74 0.89 0.89 0.89 0.75 0.75 0.75 Percent Heavy Veh, % 2 2 4 6 3 7 9 4 4 3 3 2 Cap,veh/h 240 560 42 298 565 23 267 292 100 232 328 85 Arrive On Green 0.05 0.34 0.34 0.04 0.34 0.34 0.04 0.24 0.24 0.05 0.24 0.24 Sat Flow,vehlh 1688 1627 123 1634 1676 69 1594 1241 426 1674 1344 350 Grp Volume(v),veh/h 55 0 414 42 0 505 37 0 321 52 0 266 Grp Sat Flow(s),vehlh/lnl688 0 1750 1634 0 1745 1594 0 1667 1674 0 1695 Q Serve(g_s),s 1.5 0.0 14.5 1.2 0.0 19.3 1.2 0.0 13.0 1.6 0.0 10.1 Cycle Q Clear(g_c),s 1.5 0.0 14.5 1.2 0.0 19.3 1.2 0.0 13.0 1.6 0.0 10.1 Prop In Lane 1.00 0.07 1.00 0.04 1.00 0.26 1.00 0.21 Lane Grp Cap(c),veh/h 240 0 602 298 0 588 267 0 392 232 0 413 V/C Ratio(X) 0.23 0.00 0.69 0.14 0.00 0.86 0.14 0.00 0.82 0.22 0.00 0.64 Avail Cap(c_a),veh/h 610 0 1079 668 0 1076 633 0 1051 602 0 1045 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 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 16.8 0.0 20.1 15.7 0.0 22.1 20.0 0.0 25.9 20.3 0.0 24.2 Incr Delay(d2),s/veh 0.2 0.0 1.4 0.1 0.0 3.8 0.1 0.0 4.3 0.2 0.0 1.7 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/Ir0.9 0.0 9.0 0.7 0.0 11.7 0.7 0.0 8.7 1.0 0.0 6.7 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 17.0 0.0 21.5 15.8 0.0 25.8 20.1 0.0 30.1 20.5 0.0 25.9 LnGrp LOS B A C B A C C A C C A C Approach Vol,veh/h 469 547 358 318 Approach Delay,s/veh 21.0 25.1 29.1 25.0 Approach LOS C C C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s9.3 30.1 8.6 23.4 8.8 30.6 9.2 22.8 Change Period (Y+Rc),s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 *6 Max Green Setting(Gmakj,.9 44.0 19.0 44.0 19.0 44.0 19.0 *45 Max Q Clear Time(g_c+lq,fs 21.3 3.2 12.1 3.2 16.5 3.6 15.0 Green Ext Time(p-c),s 0.0 2.8 0.0 1.4 0.0 2.3 0.0 1.8 Intersection Summary HCM 6th Ctrl Delay 24.8 HCM 6th LOS C Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2023 Existing 4: Black Cat Rd & Ustick Rd AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(vph) 51 354 27 31 359 15 33 213 73 39 158 41 Future Volume(vph) 51 354 27 31 359 15 33 213 73 39 158 41 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.99 1.00 0.96 1.00 0.97 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1676 1744 1613 1735 1569 1664 1660 1697 Flt Permitted 0.25 1.00 0.34 1.00 0.46 1.00 0.31 1.00 Satd. Flow(perm) 438 1744 581 1735 762 1664 538 1697 Peak-hour factor, PHF 0.92 0.92 0.92 0.74 0.74 0.74 0.89 0.89 0.89 0.75 0.75 0.75 Adj. Flow(vph) 55 385 29 42 485 20 37 239 82 52 211 55 RTOR Reduction(vph) 0 2 0 0 1 0 0 9 0 0 6 0 Lane Group Flow(vph) 55 412 0 42 504 0 37 312 0 52 260 0 Heavy Vehicles(%) 2% 2% 4% 6% 3% 7% 9% 4% 4% 3% 3% 2% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green,G(s) 41.2 36.4 40.8 36.2 29.1 25.7 31.9 26.6 Effective Green,g(s) 47.2 39.4 46.8 39.2 35.1 27.7 37.9 29.6 Actuated g/C Ratio 0.50 0.41 0.49 0.41 0.37 0.29 0.40 0.31 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 Vehicle Extension(s) 2.0 3.0 2.0 3.0 2.0 3.0 2.0 3.0 Lane Grp Cap(vph) 319 723 368 715 335 485 312 528 v/s Ratio Prot c0.01 0.24 0.01 c0.29 0.01 c0.19 c0.01 0.15 v/s Ratio Perm 0.07 0.05 0.03 0.05 v/c Ratio 0.17 0.57 0.11 0.71 0.11 0.64 0.17 0.49 Uniform Delay,d1 14.5 21.3 13.5 23.1 19.6 29.4 18.7 26.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 1.1 0.1 3.2 0.1 2.9 0.1 0.7 Delay(s) 14.6 22.4 13.6 26.3 19.6 32.3 18.8 27.3 Level of Service B C B C B C B C Approach Delay(s) 21.5 25.3 31.0 25.9 Approach LOS C C C C Intersection Summary HCM 2000 Control Delay 25.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length(s) 95.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 59.6% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2023 Existing 5: Black Cat Rd & Cherry Ln II AM Peak Hour --,, -+-- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) t t r Traffic Volume(veh/h) 22 309 38 26 160 45 52 212 95 140 173 35 Future Volume(veh/h) 22 309 38 26 160 45 52 212 95 140 173 35 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 1730 1758 1758 1772 1744 1674 1744 1744 1772 1772 1772 1772 Adj Flow Rate,veh/h 26 359 44 29 180 51 58 238 107 151 186 38 Peak Hour Factor 0.86 0.86 0.86 0.89 0.89 0.89 0.89 0.89 0.89 0.93 0.93 0.93 Percent Heavy Veh, % 5 3 3 2 4 9 4 4 2 2 2 2 Cap,veh/h 280 542 66 252 320 260 453 297 134 353 375 77 Arrive On Green 0.03 0.18 0.18 0.03 0.18 0.18 0.09 0.26 0.26 0.09 0.26 0.26 Sat Flow,vehlh 1647 2997 365 1688 1744 1418 1661 1138 512 1688 1427 292 Grp Volume(v),veh/h 26 199 204 29 180 51 58 0 345 151 0 224 Grp Sat Flow(s),vehlh/lnl647 1670 1692 1688 1744 1418 1661 0 1650 1688 0 1719 Q Serve(g_s),s 0.7 6.1 6.2 0.8 5.2 1.7 1.3 0.0 10.8 3.5 0.0 6.1 Cycle Q Clear(g_c),s 0.7 6.1 6.2 0.8 5.2 1.7 1.3 0.0 10.8 3.5 0.0 6.1 Prop In Lane 1.00 0.22 1.00 1.00 1.00 0.31 1.00 0.17 Lane Grp Cap(c),veh/h 280 302 306 252 320 260 453 0 431 353 0 451 V/C Ratio(X) 0.09 0.66 0.67 0.12 0.56 0.20 0.13 0.00 0.80 0.43 0.00 0.50 Avail Cap(c_a),veh/h 647 1041 1055 624 1087 884 723 0 1014 625 0 1041 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 17.8 21.1 21.1 17.8 20.6 19.1 12.4 0.0 19.1 14.0 0.0 17.3 Incr Delay(d2),s/veh 0.1 0.9 0.9 0.1 0.6 0.1 0.0 0.0 1.3 0.3 0.0 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/Ir0.4 3.7 3.8 0.5 3.3 0.8 0.7 0.0 6.2 1.9 0.0 3.6 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 17.8 22.0 22.1 17.9 21.1 19.3 12.4 0.0 20.4 14.3 0.0 17.6 LnGrp LOS B C C B C B B A C B A B Approach Vol,veh/h 429 260 403 375 Approach Delay,s/veh 21.8 20.4 19.3 16.3 Approach LOS C C B B Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s7.6 15.7 11.0 21.0 7.8 15.5 11.1 21.0 Change Period (Y+Rc),s 6.0 5.5 6.0 6.5 6.0 5.5 6.0 *6.5 Max Green Setting(Gmak4,.9 34.5 14.0 33.5 14.0 34.5 14.0 *34 Max Q Clear Time(g-c+l qj, 7.2 3.3 8.1 2.8 8.2 5.5 12.8 Green Ext Time(p-c),s 0.0 0.6 0.0 0.7 0.0 1.2 0.1 1.1 Intersection Summary HCM 6th Ctrl Delay 19.4 HCM 6th LOS B Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2023 Existing 5: Black Cat Rd & Cherry Ln AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t r Traffic Volume(vph) 22 309 38 26 160 45 52 212 95 140 173 35 Future Volume(vph) 22 309 38 26 160 45 52 212 95 140 173 35 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.95 1.00 0.97 Fit Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1629 3266 1676 1731 1404 1644 1653 1676 1720 Fit Permitted 0.53 1.00 0.38 1.00 1.00 0.62 1.00 0.33 1.00 Satd. Flow(perm) 912 3266 675 1731 1404 1070 1653 582 1720 Peak-hour factor, PHF 0.86 0.86 0.86 0.89 0.89 0.89 0.89 0.89 0.89 0.93 0.93 0.93 Adj. Flow(vph) 26 359 44 29 180 51 58 238 107 151 186 38 RTOR Reduction(vph) 0 8 0 0 0 39 0 12 0 0 5 0 Lane Group Flow(vph) 26 395 0 29 180 12 58 333 0 151 219 0 Confl. Peds. (#/hr) 2 2 Heavy Vehicles(%) 5% 3% 3% 2% 4% 9% 4% 4% 2% 2% 2% 2% Turn Type pm+pt NA pm+pt NA Perm pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 2 8 4 Actuated Green,G(s) 15.9 14.0 16.1 14.1 14.1 24.9 21.7 37.1 27.9 Effective Green,g(s) 21.9 16.5 22.1 16.6 16.6 30.9 24.7 40.1 31.4 Actuated g/C Ratio 0.31 0.23 0.31 0.23 0.23 0.43 0.35 0.56 0.44 Clearance Time(s) 6.0 5.5 6.0 5.5 5.5 6.0 6.0 6.0 6.5 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 330 757 280 404 327 515 574 526 759 v/s Ratio Prot 0.01 c0.12 c0.01 0.10 0.01 c0.20 c0.05 0.13 vls Ratio Perm 0.02 0.02 0.01 0.04 0.11 v/c Ratio 0.08 0.52 0.10 0.45 0.04 0.11 0.58 0.29 0.29 Uniform Delay,dl 17.4 23.8 17.3 23.3 21.1 11.8 19.0 8.4 12.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.0 0.3 0.1 0.3 0.0 0.0 0.9 0.1 0.1 Delay(s) 17.4 24.1 17.4 23.6 21.1 11.8 19.8 8.5 12.8 Level of Service B C B C C B B A B Approach Delay(s) 23.7 22.4 18.7 11.1 Approach LOS C C B B Intersection Summary HCM 2000 Control Delay 18.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.46 Actuated Cycle Length(s) 71.1 Sum of lost time(s) 12.0 Intersection Capacity Utilization 54.5% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2023 Existing 1: Black Cat Rd & Chinden Blvd PM Peak Hour --I. -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t Traffic Volume(veh/h) 21 725 103 218 834 43 117 22 154 26 18 18 Future Volume(veh/h) 21 725 103 218 834 43 117 22 154 26 18 18 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 0.97 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 1744 1772 1772 1701 1772 1772 1772 1772 1716 1716 Adj Flow Rate,veh/h 23 788 112 242 927 48 146 28 192 27 19 19 Peak Hour Factor 0.92 0.92 0.92 0.90 0.90 0.90 0.80 0.80 0.80 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 4 2 2 2 2 2 2 2 6 6 Cap,veh/h 597 892 392 704 1036 54 206 31 211 86 66 66 Arrive On Green 0.33 0.26 0.26 0.38 0.32 0.32 0.10 0.16 0.16 0.02 0.08 0.08 Sat Flow,vehlh 1688 3367 1478 1688 3256 169 1688 195 1334 1688 786 786 Grp Volume(v),veh/h 23 788 112 242 479 496 146 0 220 27 0 38 Grp Sat Flow(s),vehlh/In 1688 1683 1478 1688 1683 1742 1688 0 1529 1688 0 1571 Q Serve(g_s),s 0.0 35.9 9.6 9.7 43.4 43.4 13.2 0.0 22.6 0.0 0.0 3.6 Cycle Q Clear(g_c),s 0.0 35.9 9.6 9.7 43.4 43.4 13.2 0.0 22.6 0.0 0.0 3.6 Prop In Lane 1.00 1.00 1.00 0.10 1.00 0.87 1.00 0.50 Lane Grp Cap(c),veh/h 597 892 392 704 536 554 206 0 242 86 0 132 V/C Ratio(X) 0.04 0.88 0.29 0.34 0.89 0.89 0.71 0.00 0.91 0.31 0.00 0.29 Avail Cap(c_a),veh/h 597 1115 490 704 715 740 288 0 315 292 0 324 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) 0.73 0.73 0.73 0.89 0.89 0.89 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 36.2 56.4 46.8 32.3 52.0 52.0 66.9 0.0 66.3 76.5 0.0 68.8 Incr Delay(d2),s/veh 0.0 9.5 1.3 0.1 18.3 17.9 2.0 0.0 21.9 0.8 0.0 0.4 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 1.1 21.5 6.3 10.1 27.3 28.0 9.6 0.0 15.3 2.0 0.0 2.6 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 36.2 65.9 48.1 32.4 70.3 69.9 68.8 0.0 88.1 77.3 0.0 69.2 LnGrp LOS D E D C E E E A F E A E Approach Vol,veh/h 923 1217 366 65 Approach Delay,s/veh 63.0 62.6 80.4 72.6 Approach LOS E E F E Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 59.3 57.9 22.3 20.5 67.8 49.4 10.5 32.3 Change Period (Y+Rc),s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 8.0 68.0 23.0 33.0 23.0 53.0 23.0 33.0 Max Q Clear Time(g_c+l1),s 2.0 45.4 15.2 5.6 11.7 37.9 2.0 24.6 Green Ext Time(p-c),s 0.0 5.5 0.1 0.1 0.2 4.5 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 65.5 HCM 6th LOS E Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2023 Existing 1: Black Cat Rd & Chinden Blvd PM Peak Hour -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) 21 725 103 218 834 43 117 22 154 26 18 18 Future Volume(vph) 21 725 103 218 834 43 117 22 154 26 18 18 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 12 8 12 12 12 12 12 12 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Frpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.87 1.00 0.93 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1676 3353 1471 1676 3328 1676 1534 1676 1560 Flt Permitted 0.22 1.00 1.00 0.28 1.00 0.00 1.00 0.00 1.00 Satd. Flow(perm) 396 3353 1471 494 3328 0 1534 0 1560 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.90 0.90 0.80 0.80 0.80 0.97 0.97 0.97 Adj. Flow(vph) 23 788 112 242 927 48 146 28 192 27 19 19 RTOR Reduction(vph) 0 0 51 0 1 0 0 170 0 0 18 0 Lane Group Flow(vph) 23 788 61 242 974 0 146 51 0 27 20 0 Confl. Peds. (#/hr) 1 1 Heavy Vehicles(%) 2% 2% 4% 2% 2% 2% 2% 2% 2% 2% 6% 6% Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 8 4 Actuated Green,G(s) 93.6 83.3 83.3 114.2 96.9 17.5 15.0 9.8 7.3 Effective Green,g(s) 101.6 87.3 87.3 118.2 100.9 21.5 19.0 13.8 11.3 Actuated g/C Ratio 0.63 0.55 0.55 0.74 0.63 0.13 0.12 0.09 0.07 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 3.0 3.0 2.0 3.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 365 1829 802 571 2098 225 182 144 110 v/s Ratio Prot 0.01 0.24 c0.07 c0.29 c0.09 0.03 c0.02 0.01 v/s Ratio Perm 0.03 0.04 0.24 v/c Ratio 0.06 0.43 0.08 0.42 0.46 0.65 0.28 0.19 0.18 Uniform Delay,d1 20.4 21.6 17.2 18.7 15.4 65.7 64.3 67.9 70.0 Progression Factor 1.12 1.21 1.00 1.45 2.11 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.0 0.6 0.2 0.2 0.7 4.8 0.3 0.2 0.3 Delay(s) 22.8 26.7 17.4 27.2 33.2 70.4 64.6 68.1 70.3 Level of Service C C B C C E E E E Approach Delay(s) 25.5 32.0 66.9 69.4 Approach LOS C C E E Intersection Summary HCM 2000 Control Delay 35.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.47 Actuated Cycle Length(s) 160.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 62.7% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th TWSC 2023 Existing 2: Black Cat Rd & Ramblin Ct PM Peak Hour Intersection Int Delay,s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vii + Traffic Vol,veh/h 10 6 305 16 8 339 Future Vol,veh/h 10 6 305 16 8 339 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 67 67 85 85 95 95 Heavy Vehicles, % 2 2 2 2 2 3 Mvmt Flow 15 9 359 19 8 357 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 742 369 0 0 378 0 Stage 1 369 - - - - - Stage 2 373 - - - 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 *404 677 - 1180 Stage 1 *699 - - - Stage 2 *764 - - - Platoon blocked,% 1 - Mov Cap-1 Maneuver *401 677 - 1180 Mov Cap-2 Maneuver *514 - - - Stage 1 *699 - - Stage 2 *759 - - Approach WB NB SIB HCM Control Delay,s 11.7 0 0.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 565 1180 HCM Lane V/C Ratio - 0.042 0.007 HCM Control Delay(s) - 11.7 8.1 HCM Lane LOS - B A HCM 95th%tile Q(veh) - 0.1 0 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th AWSC 2023 Existing 3: Black Cat Rd & McMillan Rd PM Peak Hour Intersection Intersection Delay,slveh 107.3 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 88 179 19 84 270 84 43 221 87 49 304 76 Future Vol,veh/h 88 179 19 84 270 84 43 221 87 49 304 76 Peak Hour Factor 0.88 0.88 0.88 0.94 0.94 0.94 0.88 0.88 0.88 0.94 0.94 0.94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 5 2 Mvmt Flow 100 203 22 89 287 89 49 251 99 52 323 81 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SIB Opposing Approach WB EB SIB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SIB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SIB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 56.3 139.5 84.5 130.5 HCM LOS F F F F Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 12% 31% 19% 11% Vol Thru,% 63% 63% 62% 71% Vol Right,% 25% 7% 19% 18% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 351 286 438 429 LT Vol 43 88 84 49 Through Vol 221 179 270 304 RT Vol 87 19 84 76 Lane Flow Rate 399 325 466 456 Geometry Grp 1 1 1 1 Degree of Util (X) 1.012 0.871 1.189 1.163 Departure Headway(Hd) 10.293 10.865 9.838 9.925 Convergence,Y/N Yes Yes Yes Yes Cap 355 335 373 370 Service Time 8.293 8.865 7.838 7.925 HCM Lane V/C Ratio 1.124 0.97 1.249 1.232 HCM Control Delay 84.5 56.3 139.5 130.5 HCM Lane LOS F F F F HCM 95th-tile Q 11.8 8.1 17.8 16.8 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2023 Existing 4: Black Cat Rd & Ustick Rd II PM Peak Hour --,, -+-- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T* Traffic Volume(veh/h) 31 242 24 92 342 52 47 234 56 39 274 48 Future Volume(veh/h) 31 242 24 92 342 52 47 234 56 39 274 48 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 1688 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 35 275 27 106 393 60 55 275 66 45 315 55 Peak Hour Factor 0.88 0.88 0.88 0.87 0.87 0.87 0.85 0.85 0.85 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 8 2 2 2 2 2 2 2 2 2 Cap,veh/h 225 446 44 353 466 71 243 367 88 261 382 67 Arrive On Green 0.04 0.28 0.28 0.06 0.31 0.31 0.05 0.27 0.27 0.04 0.26 0.26 Sat Flow,vehlh 1688 1588 156 1688 1501 229 1688 1381 331 1688 1469 257 Grp Volume(v),veh/h 35 0 302 106 0 453 55 0 341 45 0 370 Grp Sat Flow(s),vehlh/lnl688 0 1744 1688 0 1731 1688 0 1712 1688 0 1726 Q Serve(g_s),s 1.0 0.0 10.4 3.0 0.0 16.9 1.6 0.0 12.6 1.3 0.0 14.0 Cycle Q Clear(g_c),s 1.0 0.0 10.4 3.0 0.0 16.9 1.6 0.0 12.6 1.3 0.0 14.0 Prop In Lane 1.00 0.09 1.00 0.13 1.00 0.19 1.00 0.15 Lane Grp Cap(c),veh/h 225 0 490 353 0 537 243 0 454 261 0 449 V/C Ratio(X) 0.16 0.00 0.62 0.30 0.00 0.84 0.23 0.00 0.75 0.17 0.00 0.82 Avail Cap(c_a),veh/h 629 0 1110 709 0 1102 627 0 1115 654 0 1098 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 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 18.2 0.0 21.6 16.7 0.0 22.3 18.6 0.0 23.3 18.4 0.0 24.1 Incr Delay(d2),s/veh 0.1 0.0 1.3 0.2 0.0 3.7 0.2 0.0 2.5 0.1 0.0 3.9 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/Ir0.6 0.0 6.9 1.8 0.0 10.5 1.0 0.0 8.3 0.8 0.0 9.2 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 18.3 0.0 22.9 16.8 0.0 26.0 18.8 0.0 25.8 18.6 0.0 28.0 LnGrp LOS B A C B A C B A C B A C Approach Vol,veh/h 337 559 396 415 Approach Delay,s/veh 22.4 24.3 24.8 26.9 Approach LOS C C C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s8.4 27.4 9.3 24.0 10.5 25.4 8.9 24.3 Change Period (Y+Rc),s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 *6 Max Green Setting(Gmakj,.9 44.0 19.0 44.0 19.0 44.0 19.0 *45 Max Q Clear Time(g_c+lq,0; 18.9 3.6 16.0 5.0 12.4 3.3 14.6 Green Ext Time(p-c),s 0.0 2.5 0.0 2.0 0.1 1.6 0.0 1.9 Intersection Summary HCM 6th Ctrl Delay 24.7 HCM 6th LOS C Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2023 Existing 4: Black Cat Rd & Ustick Rd PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(vph) 31 242 24 92 342 52 47 234 56 39 274 48 Future Volume(vph) 31 242 24 92 342 52 47 234 56 39 274 48 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 2.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.98 1.00 0.97 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1676 1732 1676 1730 1676 1713 1676 1725 Flt Permitted 0.31 1.00 0.38 1.00 0.32 1.00 0.33 1.00 Satd. Flow(perm) 551 1732 666 1730 556 1713 583 1725 Peak-hour factor, PHF 0.88 0.88 0.88 0.87 0.87 0.87 0.85 0.85 0.85 0.87 0.87 0.87 Adj. Flow(vph) 35 275 27 106 393 60 55 275 66 45 315 55 RTOR Reduction(vph) 0 2 0 0 3 0 0 5 0 0 4 0 Lane Group Flow(vph) 35 300 0 106 450 0 55 336 0 45 366 0 Heavy Vehicles(%) 2% 2% 8% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green,G(s) 32.4 29.2 40.0 33.0 33.2 28.3 32.2 27.3 Effective Green,g(s) 38.4 32.2 45.2 36.0 39.2 31.3 38.2 30.3 Actuated g/C Ratio 0.42 0.35 0.49 0.39 0.42 0.34 0.41 0.33 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 Vehicle Extension(s) 2.0 3.0 2.0 3.0 2.0 3.0 2.0 3.0 Lane Grp Cap(vph) 304 603 435 674 331 580 334 565 v/s Ratio Prot 0.01 0.17 c0.03 c0.26 c0.01 0.20 0.01 c0.21 v/s Ratio Perm 0.04 0.09 0.06 0.04 v/c Ratio 0.12 0.50 0.24 0.67 0.17 0.58 0.13 0.65 Uniform Delay,d1 16.9 23.7 13.8 23.3 16.8 25.1 17.2 26.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 0.6 0.1 2.5 0.1 1.4 0.1 2.6 Delay(s) 17.0 24.4 13.9 25.8 16.9 26.5 17.3 29.1 Level of Service B C B C B C B C Approach Delay(s) 23.6 23.5 25.2 27.8 Approach LOS C C C C Intersection Summary HCM 2000 Control Delay 25.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length(s) 92.4 Sum of lost time(s) 12.0 Intersection Capacity Utilization 62.3% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2023 Existing 5: Black Cat Rd & Cherry Ln II PM Peak Hour --,, -+-- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) t t r Traffic Volume(veh/h) 43 292 58 126 356 130 51 232 63 89 273 29 Future Volume(veh/h) 43 292 58 126 356 130 51 232 63 89 273 29 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 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 51 348 69 137 387 141 59 270 73 98 300 32 Peak Hour Factor 0.84 0.84 0.84 0.92 0.92 0.92 0.86 0.86 0.86 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 239 620 122 364 461 390 306 337 91 287 373 40 Arrive On Green 0.05 0.22 0.22 0.09 0.26 0.26 0.08 0.25 0.25 0.06 0.24 0.24 Sat Flow,vehlh 1688 2806 550 1688 1772 1502 1688 1343 363 1688 1573 168 Grp Volume(v),veh/h 51 207 210 137 387 141 59 0 343 98 0 332 Grp Sat Flow(s),vehlh/lnl688 1683 1673 1688 1772 1502 1688 0 1706 1688 0 1741 Q Serve(g_s),s 1.5 7.0 7.1 3.9 13.1 4.9 1.6 0.0 12.0 2.7 0.0 11.4 Cycle Q Clear(g_c),s 1.5 7.0 7.1 3.9 13.1 4.9 1.6 0.0 12.0 2.7 0.0 11.4 Prop In Lane 1.00 0.33 1.00 1.00 1.00 0.21 1.00 0.10 Lane Grp Cap(c),veh/h 239 372 369 364 461 390 306 0 428 287 0 413 V/C Ratio(X) 0.21 0.56 0.57 0.38 0.84 0.36 0.19 0.00 0.80 0.34 0.00 0.80 Avail Cap(c_a),veh/h 532 914 908 591 962 815 545 0 913 550 0 918 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 18.5 22.0 22.1 17.1 22.3 19.2 16.5 0.0 22.3 17.5 0.0 22.9 Incr Delay(d2),s/veh 0.2 0.5 0.5 0.2 1.6 0.2 0.1 0.0 1.3 0.3 0.0 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(95%),veh/Ir0.9 4.3 4.4 2.3 8.4 2.6 0.9 0.0 7.6 1.6 0.0 7.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 18.7 22.5 22.6 17.3 23.9 19.4 16.6 0.0 23.7 17.8 0.0 24.3 LnGrp LOS B C C B C B B A C B A C Approach Vol,veh/h 468 665 402 430 Approach Delay,s/veh 22.1 21.6 22.6 22.8 Approach LOS C C C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s9.0 22.0 11.0 21.6 11.5 19.5 10.1 22.4 Change Period (Y+Rc),s 6.0 5.5 6.0 6.5 6.0 5.5 6.0 *6.5 Max Green Setting(Gmak4,.9 34.5 14.0 33.5 14.0 34.5 14.0 *34 Max Q Clear Time(g_c+lq,fs 15.1 3.6 13.4 5.9 9.1 4.7 14.0 Green Ext Time(p-c),s 0.0 1.4 0.0 1.0 0.1 1.3 0.1 1.0 Intersection Summary HCM 6th Ctrl Delay 22.2 HCM 6th LOS C Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2023 Existing 5: Black Cat Rd & Cherry Ln PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t r Traffic Volume(vph) 43 292 58 126 356 130 51 232 63 89 273 29 Future Volume(vph) 43 292 58 126 356 130 51 232 63 89 273 29 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.97 1.00 0.99 Fit Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1676 3270 1676 1765 1500 1676 1703 1676 1739 Fit Permitted 0.43 1.00 0.36 1.00 1.00 0.37 1.00 0.29 1.00 Satd. Flow(perm) 754 3270 635 1765 1500 653 1703 504 1739 Peak-hour factor, PHF 0.84 0.84 0.84 0.92 0.92 0.92 0.86 0.86 0.86 0.91 0.91 0.91 Adj. Flow(vph) 51 348 69 137 387 141 59 270 73 98 300 32 RTOR Reduction(vph) 0 14 0 0 0 89 0 8 0 0 3 0 Lane Group Flow(vph) 51 403 0 137 387 52 59 335 0 98 329 0 Confl. Peds. (#/hr) 2 2 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 2 8 4 Actuated Green,G(s) 25.6 22.1 38.0 28.5 28.5 26.4 21.6 29.1 22.7 Effective Green,g(s) 31.6 24.6 41.0 31.0 31.0 32.4 24.6 35.1 26.2 Actuated g/C Ratio 0.38 0.29 0.49 0.37 0.37 0.39 0.29 0.42 0.31 Clearance Time(s) 6.0 5.5 6.0 5.5 5.5 6.0 6.0 6.0 6.5 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 357 963 472 655 556 348 501 343 545 v/s Ratio Prot 0.01 0.12 c0.04 c0.22 0.02 c0.20 c0.03 0.19 v/s Ratio Perm 0.04 0.10 0.03 0.05 0.09 v/c Ratio 0.14 0.42 0.29 0.59 0.09 0.17 0.67 0.29 0.60 Uniform Delay,d1 16.8 23.7 12.3 21.1 17.1 16.7 25.9 15.9 24.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 0.1 0.1 1.0 0.0 0.1 2.6 0.2 1.3 Delay(s) 16.9 23.8 12.4 22.1 17.1 16.7 28.5 16.1 25.5 Level of Service B C B C B B C B C Approach Delay(s) 23.0 19.0 26.8 23.4 Approach LOS C B C C Intersection Summary HCM 2000 Control Delay 22.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length(s) 83.5 Sum of lost time(s) 12.0 Intersection Capacity Utilization 60.1% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 1: Black Cat Rd & Chinden Blvd 2023 Existing AIM Peak Hour --I. -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t t r Traffic Volume(veh/h) 25 708 109 120 442 16 146 19 242 45 15 14 Future Volume(veh/h) 25 708 109 120 442 16 146 19 242 45 15 14 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 1632 1772 1758 1772 1758 1647 1730 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 28 787 121 133 491 18 162 21 269 50 17 16 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 2 3 2 3 6 5 2 2 2 2 2 Cap,veh/h 247 908 402 763 2170 79 225 55 667 233 28 26 Arrive On Green 0.02 0.27 0.27 0.83 1.00 1.00 0.11 0.03 0.03 0.11 0.03 0.03 Sat Flow,vehlh 1554 3367 1490 1688 3286 120 1647 1772 1502 1688 840 790 Grp Volume(v),veh/h 28 787 121 133 249 260 162 21 269 50 0 33 Grp Sat Flow(s),vehlh/In 1554 1683 1490 1688 1670 1736 1647 1772 1502 1688 0 1630 Q Serve(g_s),s 2.2 35.6 7.5 0.0 0.0 0.0 15.5 1.9 0.0 0.0 0.0 3.2 Cycle Q Clear(g_c),s 2.2 35.6 7.5 0.0 0.0 0.0 15.5 1.9 0.0 0.0 0.0 3.2 Prop In Lane 1.00 1.00 1.00 0.07 1.00 1.00 1.00 0.48 Lane Grp Cap(c),veh/h 247 908 402 763 1103 1146 225 55 667 233 0 54 V/C Ratio(X) 0.11 0.87 0.30 0.17 0.23 0.23 0.72 0.38 0.40 0.21 0.00 0.62 Avail Cap(c_a),veh/h 290 1431 633 763 1103 1146 230 476 1023 233 0 336 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.73 0.73 0.73 0.89 0.89 0.89 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 47.2 55.7 24.7 7.8 0.0 0.0 70.3 76.0 30.1 63.2 0.0 76.4 Incr Delay(d2),s/veh 0.1 8.2 1.4 0.0 0.4 0.4 8.7 1.6 0.1 0.2 0.0 4.2 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 1.5 21.2 0.3 1.6 0.2 0.2 11.3 1.6 11.3 3.3 0.0 2.5 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 47.3 63.9 26.1 7.8 0.4 0.4 78.9 77.6 30.3 63.4 0.0 80.6 LnGrp LOS D E C A A A E E C E A F Approach Vol,veh/h 936 642 452 83 Approach Delay,s/veh 58.5 1.9 49.9 70.2 Approach LOS E A D E Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 10.6 112.7 24.5 12.3 73.0 50.2 24.8 12.0 Change Period (Y+Rc),s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 8.0 73.0 18.0 33.0 13.0 68.0 8.0 43.0 Max Q Clear Time(g_c+l1),s 4.2 2.0 17.5 5.2 2.0 37.6 2.0 3.9 Green Ext Time(p-c),s 0.0 2.7 0.0 0.1 0.1 5.5 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 40.0 HCM 6th LOS D Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C Mitigation 1: Black Cat Rd & Chinden Blvd 2023 Existing AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t t r Traffic Volume(vph) 25 708 109 120 442 16 146 19 242 45 15 14 Future Volume(vph) 25 708 109 120 442 16 146 19 242 45 15 14 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 12 8 12 12 12 12 12 12 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.93 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1527 3353 1485 1676 3299 1629 1765 1500 1676 1636 Flt Permitted 0.41 1.00 1.00 0.33 1.00 0.00 1.00 1.00 0.00 1.00 Satd. Flow(perm) 659 3353 1485 575 3299 0 1765 1500 0 1636 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) 28 787 121 133 491 18 162 21 269 50 17 16 RTOR Reduction(vph) 0 0 52 0 1 0 0 0 118 0 15 0 Lane Group Flow(vph) 28 787 69 133 508 0 162 21 151 50 18 0 Heavy Vehicles(%) 12% 2% 3% 2% 3% 6% 5% 2% 2% 2% 2% 2% Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 1 6 5 2 3 8 5 7 4 Permitted Phases 6 6 2 8 8 4 Actuated Green,G(s) 87.1 87.1 87.1 100.4 100.4 20.5 6.9 24.2 20.7 7.1 Effective Green,g(s) 91.1 91.1 91.1 104.4 104.4 24.5 10.9 32.2 24.7 11.1 Actuated g/C Ratio 0.57 0.57 0.57 0.65 0.65 0.15 0.07 0.20 0.15 0.07 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 3.0 3.0 2.0 3.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 418 1909 845 521 2152 249 120 330 258 113 v/s Ratio Prot 0.00 c0.23 0.03 0.15 c0.10 0.01 c0.06 c0.03 0.01 v/s Ratio Perm 0.03 0.05 0.13 0.04 v/c Ratio 0.07 0.41 0.08 0.26 0.24 0.65 0.17 0.46 0.19 0.16 Uniform Delay,d1 15.4 19.4 15.6 15.4 11.4 63.7 70.3 56.2 59.0 70.1 Progression Factor 1.08 1.19 4.01 0.67 0.77 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.0 0.6 0.2 0.1 0.2 4.6 0.3 0.4 0.1 0.2 Delay(s) 16.7 23.6 62.6 10.4 9.0 68.3 70.6 56.6 59.1 70.3 Level of Service B C E B A E E E E E Approach Delay(s) 28.4 9.3 61.4 63.6 Approach LOS C A E E Intersection Summary HCM 2000 Control Delay 31.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.45 Actuated Cycle Length(s) 160.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 1: Black Cat Rd & Chinden Blvd 2023 Existing PIM Peak Hour --I. -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t t r Traffic Volume(veh/h) 21 725 103 218 834 43 117 22 154 26 18 18 Future Volume(veh/h) 21 725 103 218 834 43 117 22 154 26 18 18 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 0.99 1.00 0.99 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 1744 1772 1772 1701 1772 1772 1772 1772 1716 1716 Adj Flow Rate,veh/h 23 806 114 242 927 48 130 24 171 29 20 20 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 4 2 2 2 2 2 2 2 6 6 Cap,veh/h 682 909 399 773 1026 53 194 67 689 207 35 35 Arrive On Green 0.38 0.27 0.27 0.56 0.42 0.42 0.09 0.04 0.04 0.10 0.05 0.05 Sat Flow,vehlh 1688 3367 1478 1688 3256 169 1688 1772 1490 1688 784 784 Grp Volume(v),veh/h 23 806 114 242 479 496 130 24 171 29 0 40 Grp Sat Flow(s),vehlh/In 1688 1683 1478 1688 1683 1742 1688 1772 1490 1688 0 1568 Q Serve(g_s),s 0.0 36.8 7.4 5.2 42.6 42.6 12.2 2.1 0.0 0.0 0.0 4.0 Cycle Q Clear(g_c),s 0.0 36.8 7.4 5.2 42.6 42.6 12.2 2.1 0.0 0.0 0.0 4.0 Prop In Lane 1.00 1.00 1.00 0.10 1.00 1.00 1.00 0.50 Lane Grp Cap(c),veh/h 682 909 399 773 530 549 194 67 689 207 0 71 V/C Ratio(X) 0.03 0.89 0.29 0.31 0.90 0.90 0.67 0.36 0.25 0.14 0.00 0.56 Avail Cap(c_a),veh/h 682 1115 490 773 768 795 235 365 940 235 0 323 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.73 0.73 0.73 0.89 0.89 0.89 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 31.1 56.0 26.6 20.7 44.2 44.2 71.9 75.1 26.4 65.4 0.0 74.8 Incr Delay(d2),s/veh 0.0 9.5 1.3 0.1 19.6 19.1 3.3 1.2 0.1 0.1 0.0 2.6 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 1.0 21.9 6.3 7.3 25.4 26.1 9.1 1.7 7.1 1.9 0.0 2.9 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 31.1 65.6 27.9 20.8 63.8 63.3 75.2 76.3 26.5 65.5 0.0 77.5 LnGrp LOS C E C C E E E E C E A E Approach Vol,veh/h 943 1217 325 69 Approach Delay,s/veh 60.2 55.0 49.6 72.4 Approach LOS E E D E Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 67.2 57.4 21.2 14.2 74.4 50.2 22.3 13.1 Change Period (Y+Rc),s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 8.0 73.0 18.0 33.0 28.0 53.0 18.0 33.0 Max Q Clear Time(g_c+l1),s 2.0 44.6 14.2 6.0 7.2 38.8 2.0 4.1 Green Ext Time(p-c),s 0.0 5.8 0.0 0.1 0.3 4.4 0.0 0.3 Intersection Summary HCM 6th Ctrl Delay 56.7 HCM 6th LOS E Notes User approved pedestrian interval to be less than phase max green. Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C Mitigation 1: Black Cat Rd & Chinden Blvd 2023 Existing PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t t r Traffic Volume(vph) 21 725 103 218 834 43 117 22 154 26 18 18 Future Volume(vph) 21 725 103 218 834 43 117 22 154 26 18 18 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 12 8 12 12 12 12 12 12 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.93 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1676 3353 1471 1676 3328 1676 1765 1500 1676 1560 Flt Permitted 0.23 1.00 1.00 0.27 1.00 0.00 1.00 1.00 0.00 1.00 Satd. Flow(perm) 400 3353 1471 484 3328 0 1765 1500 0 1560 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) 23 806 114 242 927 48 130 24 171 29 20 20 RTOR Reduction(vph) 0 0 51 0 1 0 0 0 124 0 19 0 Lane Group Flow(vph) 23 806 63 242 974 0 130 24 47 29 21 0 Confl. Peds. (#/hr) 1 1 Heavy Vehicles(%) 2% 2% 4% 2% 2% 2% 2% 2% 2% 2% 6% 6% Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 1 6 5 2 3 8 5 7 4 Permitted Phases 6 6 2 8 8 4 Actuated Green,G(s) 94.4 84.0 84.0 115.3 97.9 16.3 11.6 35.9 12.1 7.4 Effective Green,g(s) 102.4 88.0 88.0 119.3 101.9 20.3 15.6 43.9 16.1 11.4 Actuated g/C Ratio 0.64 0.55 0.55 0.75 0.64 0.13 0.10 0.27 0.10 0.07 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 3.0 3.0 2.0 3.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 370 1844 809 571 2119 212 172 439 168 111 v/s Ratio Prot 0.01 0.24 c0.07 c0.29 c0.08 0.01 0.02 c0.02 0.01 v/s Ratio Perm 0.03 0.04 0.24 0.01 v/c Ratio 0.06 0.44 0.08 0.42 0.46 0.61 0.14 0.11 0.17 0.19 Uniform Delay,d1 19.8 21.3 16.9 18.5 14.9 66.1 66.1 43.4 65.9 70.0 Progression Factor 1.10 1.22 1.00 1.39 2.11 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.0 0.6 0.2 0.2 0.7 3.7 0.1 0.0 0.2 0.3 Delay(s) 21.9 26.7 17.1 25.8 32.1 69.8 66.2 43.4 66.0 70.3 Level of Service C C B C C E E D E E Approach Delay(s) 25.4 30.9 55.7 68.5 Approach LOS C C E E Intersection Summary HCM 2000 Control Delay 33.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.46 Actuated Cycle Length(s) 160.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 57.4% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th AWSC 2023 Existing 3: Black Cat Rd & McMillan Rd 6-7 AM Shoulder Hour Intersection Intersection Delay,slveh 10 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 23 71 13 13 58 7 8 91 31 15 105 13 Future Vol,veh/h 23 71 13 13 58 7 8 91 31 15 105 13 Peak Hour Factor 0.74 0.74 0.74 0.59 0.59 0.59 0.56 0.56 0.56 0.59 0.59 0.59 Heavy Vehicles, % 4 2 2 8 2 2 2 3 3 2 2 2 Mvmt Flow 31 96 18 22 98 12 14 163 55 25 178 22 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SIB Opposing Approach WB EB SIB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SIB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SIB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 9.7 9.7 10.1 10.2 HCM LOS A A B B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 6% 21% 17% 11% Vol Thru,% 70% 66% 74% 79% Vol Right,% 24% 12% 9% 10% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 130 107 78 133 LT Vol 8 23 13 15 Through Vol 91 71 58 105 RT Vol 31 13 7 13 Lane Flow Rate 232 145 132 225 Geometry Grp 1 1 1 1 Degree of Util (X) 0.31 0.21 0.195 0.307 Departure Headway(Hd) 4.808 5.217 5.311 4.905 Convergence,Y/N Yes Yes Yes Yes Cap 741 680 668 726 Service Time 2.89 3.315 3.411 2.988 HCM Lane V/C Ratio 0.313 0.213 0.198 0.31 HCM Control Delay 10.1 9.7 9.7 10.2 HCM Lane LOS B A A B HCM 95th-tile Q 1.3 0.8 0.7 1.3 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th AWSC 2023 Existing 3: Black Cat Rd & McMillan Rd 9-10 AM Shoulder Hour Intersection Intersection Delay,slveh 13.4 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 34 114 23 43 107 36 18 150 46 48 175 41 Future Vol,veh/h 34 114 23 43 107 36 18 150 46 48 175 41 Peak Hour Factor 0.82 0.82 0.82 0.89 0.89 0.89 0.92 0.92 0.92 0.75 0.75 0.75 Heavy Vehicles, % 6 2 2 2 4 3 17 10 4 2 3 2 Mvmt Flow 41 139 28 48 120 40 20 163 50 64 233 55 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SIB Opposing Approach WB EB SIB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SIB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SIB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 12.4 12.2 12.8 15.2 HCM LOS B B B C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 8% 20% 23% 18% Vol Thru,% 70% 67% 58% 66% Vol Right,% 21% 13% 19% 16% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 214 171 186 264 LT Vol 18 34 43 48 Through Vol 150 114 107 175 RT Vol 46 23 36 41 Lane Flow Rate 233 209 209 352 Geometry Grp 1 1 1 1 Degree of Util (X) 0.385 0.35 0.346 0.544 Departure Headway(Hd) 5.96 6.048 5.957 5.567 Convergence,Y/N Yes Yes Yes Yes Cap 600 590 600 644 Service Time 4.042 4.136 4.043 3.64 HCM Lane V/C Ratio 0.388 0.354 0.348 0.547 HCM Control Delay 12.8 12.4 12.2 15.2 HCM Lane LOS B B B C HCM 95th-tile Q 1.8 1.6 1.5 3.3 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th AWSC 2023 Existing 3: Black Cat Rd & McMillan Rd 3-4 PM Shoulder Hour Intersection Intersection Delay,slveh 88.4 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 104 176 21 64 239 67 20 240 59 36 232 66 Future Vol,veh/h 104 176 21 64 239 67 20 240 59 36 232 66 Peak Hour Factor 0.75 0.75 0.75 0.91 0.91 0.91 0.84 0.84 0.84 0.90 0.90 0.90 Heavy Vehicles, % 3 2 2 3 2 2 2 2 2 2 3 2 Mvmt Flow 139 235 28 70 263 74 24 286 70 40 258 73 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SIB Opposing Approach WB EB SIB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SIB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SIB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 100.1 100.2 77.9 73.7 HCM LOS F F F F Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 6% 35% 17% 11% Vol Thru,% 75% 58% 65% 69% Vol Right,% 18% 7% 18% 20% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 319 301 370 334 LT Vol 20 104 64 36 Through Vol 240 176 239 232 RT Vol 59 21 67 66 Lane Flow Rate 380 401 407 371 Geometry Grp 1 1 1 1 Degree of Util (X) 0.991 1.071 1.073 0.973 Departure Headway(Hd) 10.031 9.968 9.857 10.084 Convergence,Y/N Yes Yes Yes Yes Cap 365 365 370 364 Service Time 8.031 7.968 7.857 8.084 HCM Lane V/C Ratio 1.041 1.099 1.1 1.019 HCM Control Delay 77.9 100.1 100.2 73.7 HCM Lane LOS F F F F HCM 95th-tile Q 11.3 13.8 13.9 10.8 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th AWSC 2023 Existing 3: Black Cat Rd & McMillan Rd 6-7 PM Shoulder Hour Intersection Intersection Delay,slveh 20.7 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 43 130 14 83 193 68 17 153 77 30 178 52 Future Vol,veh/h 43 130 14 83 193 68 17 153 77 30 178 52 Peak Hour Factor 0.88 0.88 0.88 0.95 0.95 0.95 0.79 0.79 0.79 0.72 0.72 0.72 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 49 148 16 87 203 72 22 194 97 42 247 72 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SIB Opposing Approach WB EB SIB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SIB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SIB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 15.7 23.1 19 22.7 HCM LOS C C C C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 7% 23% 24% 12% Vol Thru,% 62% 70% 56% 68% Vol Right,% 31% 7% 20% 20% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 247 187 344 260 LT Vol 17 43 83 30 Through Vol 153 130 193 178 RT Vol 77 14 68 52 Lane Flow Rate 313 212 362 361 Geometry Grp 1 1 1 1 Degree of Util (X) 0.586 0.429 0.68 0.676 Departure Headway(Hd) 6.742 7.26 6.756 6.743 Convergence,Y/N Yes Yes Yes Yes Cap 535 493 532 538 Service Time 4.808 5.335 4.819 4.743 HCM Lane V/C Ratio 0.585 0.43 0.68 0.671 HCM Control Delay 19 15.7 23.1 22.7 HCM Lane LOS C C C C HCM 95th-tile Q 3.7 2.1 5.1 5.1 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 3: Black Cat Rd & McMillan Rd 2023 Existing AIM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(veh/h) 79 256 20 43 213 28 18 231 79 59 182 82 Future Volume(veh/h) 79 256 20 43 213 28 18 231 79 59 182 82 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 1758 1772 1772 1772 1772 1772 1716 1758 1772 1758 1758 1772 Adj Flow Rate,veh/h 88 284 22 48 237 31 20 257 88 66 202 91 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, % 3 2 2 2 2 2 6 3 2 3 3 2 Cap,veh/h 318 375 29 284 324 42 324 329 113 302 340 153 Arrive On Green 0.07 0.23 0.23 0.05 0.21 0.21 0.02 0.26 0.26 0.06 0.30 0.30 Sat Flow,vehlh 1674 1623 126 1688 1535 201 1634 1252 429 1674 1148 517 Grp Volume(v),veh/h 88 0 306 48 0 268 20 0 345 66 0 293 Grp Sat Flow(s),vehlh/In 1674 0 1749 1688 0 1735 1634 0 1681 1674 0 1665 Q Serve(g_s),s 2.2 0.0 8.9 1.2 0.0 7.9 0.5 0.0 10.4 1.5 0.0 8.2 Cycle Q Clear(g_c),s 2.2 0.0 8.9 1.2 0.0 7.9 0.5 0.0 10.4 1.5 0.0 8.2 Prop In Lane 1.00 0.07 1.00 0.12 1.00 0.26 1.00 0.31 Lane Grp Cap(c),veh/h 318 0 404 284 0 366 324 0 441 302 0 494 V/C Ratio(X) 0.28 0.00 0.76 0.17 0.00 0.73 0.06 0.00 0.78 0.22 0.00 0.59 Avail Cap(c_a),veh/h 663 0 1562 666 0 1550 732 0 1501 663 0 1487 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 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 15.7 0.0 19.6 16.1 0.0 20.2 14.5 0.0 18.8 14.2 0.0 16.5 Incr Delay(d2),s/veh 0.5 0.0 2.9 0.3 0.0 2.8 0.1 0.0 3.1 0.4 0.0 1.1 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 1.3 0.0 5.9 0.7 0.0 5.2 0.3 0.0 6.5 0.9 0.0 4.7 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 16.2 0.0 22.6 16.4 0.0 23.0 14.6 0.0 21.8 14.6 0.0 17.6 LnGrp LOS B A C B A C B A C B A B Approach Vol,veh/h 394 316 365 359 Approach Delay,s/veh 21.1 22.0 21.4 17.1 Approach LOS C C C B Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 8.7 17.6 6.3 22.3 7.6 18.7 8.2 20.4 Change Period (Y+Rc),s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting(Gmax),s 15.0 49.0 15.0 49.0 15.0 49.0 15.0 49.0 Max Q Clear Time(g_c+l1),s 4.2 9.9 2.5 10.2 3.2 10.9 3.5 12.4 Green Ext Time(p-c),s 0.1 1.4 0.0 1.6 0.1 1.7 0.1 2.0 Intersection Summary HCM 6th Ctrl Delay 20.4 HCM 6th LOS C Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C Mitigation 3: Black Cat Rd & McMillan Rd 2023 Existing AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(vph) 79 256 20 43 213 28 18 231 79 59 182 82 Future Volume(vph) 79 256 20 43 213 28 18 231 79 59 182 82 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.98 1.00 0.96 1.00 0.95 At Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1676 1743 1676 1726 1583 1673 1676 1672 Flt Permitted 0.37 1.00 0.43 1.00 0.53 1.00 0.32 1.00 Satd. Flow(perm) 661 1743 756 1726 891 1673 573 1672 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) 88 284 22 48 237 31 20 257 88 66 202 91 RTOR Reduction(vph) 0 2 0 0 4 0 0 8 0 0 10 0 Lane Group Flow(vph) 88 304 0 48 264 0 20 337 0 66 283 0 Confl. Peds. (#/hr) 1 1 Heavy Vehicles(%) 2% 2% 2% 2% 2% 6% 8% 4% 2% 2% 2% 4% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green,G(s) 30.0 23.5 25.2 21.1 27.5 25.4 36.1 29.7 Effective Green,g(s) 34.0 26.5 29.2 24.1 31.5 28.4 38.8 32.7 Actuated g/C Ratio 0.42 0.33 0.36 0.30 0.39 0.35 0.48 0.40 Clearance Time(s) 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 382 567 340 511 379 583 386 671 v/s Ratio Prot c0.02 c0.17 0.01 0.15 0.00 c0.20 c0.02 c0.17 vls Ratio Perm 0.07 0.04 0.02 0.06 v/c Ratio 0.23 0.54 0.14 0.52 0.05 0.58 0.17 0.42 Uniform Delay,dl 15.2 22.4 17.5 23.8 15.5 21.6 12.6 17.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.3 1.0 0.2 0.9 0.1 1.4 0.2 0.4 Delay(s) 15.5 23.4 17.6 24.7 15.6 23.0 12.9 18.0 Level of Service B C B C B C B B Approach Delay(s) 21.6 23.6 22.6 17.0 Approach LOS C C C B Intersection Summary HCM 2000 Control Delay 21.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.49 Actuated Cycle Length(s) 81.4 Sum of lost time(s) 12.0 Intersection Capacity Utilization 55.1% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 3: Black Cat Rd & McMillan Rd 2023 Existing PIM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(veh/h) 88 179 19 84 270 84 43 221 87 49 304 76 Future Volume(veh/h) 88 179 19 84 270 84 43 221 87 49 304 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 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 1772 1772 1772 1772 1730 1772 Adj Flow Rate,veh/h 98 199 21 93 300 93 48 246 97 54 338 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, % 2 2 2 2 2 2 2 2 2 2 5 2 Cap,veh/h 267 440 46 408 361 112 239 359 142 304 402 100 Arrive On Green 0.06 0.28 0.28 0.06 0.28 0.28 0.04 0.30 0.30 0.05 0.30 0.30 Sat Flow,vehlh 1688 1575 166 1688 1297 402 1688 1209 477 1688 1338 332 Grp Volume(v),veh/h 98 0 220 93 0 393 48 0 343 54 0 422 Grp Sat Flow(s),vehlh/In 1688 0 1742 1688 0 1699 1688 0 1686 1688 0 1670 Q Serve(g_s),s 2.8 0.0 7.2 2.7 0.0 15.1 1.3 0.0 12.5 1.5 0.0 16.4 Cycle Q Clear(g_c),s 2.8 0.0 7.2 2.7 0.0 15.1 1.3 0.0 12.5 1.5 0.0 16.4 Prop In Lane 1.00 0.10 1.00 0.24 1.00 0.28 1.00 0.20 Lane Grp Cap(c),veh/h 267 0 487 408 0 473 239 0 501 304 0 502 V/C Ratio(X) 0.37 0.00 0.45 0.23 0.00 0.83 0.20 0.00 0.68 0.18 0.00 0.84 Avail Cap(c_a),veh/h 529 0 1228 671 0 1198 530 0 1189 590 0 1178 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 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 17.9 0.0 20.6 16.5 0.0 23.5 17.5 0.0 21.5 16.6 0.0 22.8 Incr Delay(d2),s/veh 0.8 0.0 0.7 0.3 0.0 3.9 0.4 0.0 1.7 0.3 0.0 3.9 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 1.8 0.0 4.7 1.6 0.0 9.6 0.8 0.0 7.9 0.9 0.0 10.1 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 18.7 0.0 21.3 16.8 0.0 27.4 17.9 0.0 23.2 16.9 0.0 26.6 LnGrp LOS B A C B A C B A C B A C Approach Vol,veh/h 318 486 391 476 Approach Delay,s/veh 20.5 25.4 22.6 25.5 Approach LOS C C C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 9.2 25.3 8.0 26.9 9.2 25.4 8.2 26.7 Change Period (Y+Rc),s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting(Gmax),s 15.0 49.0 15.0 49.0 15.0 49.0 15.0 49.0 Max Q Clear Time(g_c+l1),s 4.8 17.1 3.3 18.4 4.7 9.2 3.5 14.5 Green Ext Time(p-c),s 0.1 2.2 0.1 2.4 0.1 1.1 0.1 1.9 Intersection Summary HCM 6th Ctrl Delay 23.8 HCM 6th LOS C Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C Mitigation 3: Black Cat Rd & McMillan Rd 2023 Existing PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(vph) 88 179 19 84 270 84 43 221 87 49 304 76 Future Volume(vph) 88 179 19 84 270 84 43 221 87 49 304 76 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 4.0 3.0 4.0 3.0 4.0 3.0 4.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.96 1.00 0.96 1.00 0.97 At Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1676 1736 1676 1693 1676 1690 1676 1673 Flt Permitted 0.27 1.00 0.55 1.00 0.24 1.00 0.33 1.00 Satd. Flow(perm) 471 1736 969 1693 427 1690 581 1673 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) 98 199 21 93 300 93 48 246 97 54 338 84 RTOR Reduction(vph) 0 3 0 0 7 0 0 9 0 0 6 0 Lane Group Flow(vph) 98 217 0 93 386 0 48 334 0 54 416 0 Confl. Peds. (#/hr) 1 1 Heavy Vehicles(%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 5% 2% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green,G(s) 44.7 34.9 40.3 32.7 37.2 31.5 38.0 31.9 Effective Green,g(s) 48.7 37.9 44.3 35.7 41.2 34.5 42.0 34.9 Actuated g/C Ratio 0.47 0.36 0.43 0.34 0.40 0.33 0.40 0.34 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 356 632 477 580 261 560 319 560 v/s Ratio Prot c0.03 0.13 0.02 c0.23 c0.01 0.20 0.01 c0.25 vls Ratio Perm 0.10 0.06 0.06 0.06 v/c Ratio 0.28 0.34 0.19 0.67 0.18 0.60 0.17 0.74 Uniform Delay,dl 17.5 24.1 18.3 29.1 21.2 29.0 20.1 30.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.4 0.3 0.2 2.9 0.3 1.7 0.3 5.3 Delay(s) 17.9 24.4 18.5 32.0 21.5 30.7 20.4 35.9 Level of Service B C B C C C C D Approach Delay(s) 22.4 29.4 29.6 34.2 Approach LOS C C C C Intersection Summary HCM 2000 Control Delay 29.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length(s) 104.1 Sum of lost time(s) 14.0 Intersection Capacity Utilization 64.8% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Roundabout Mitigation 3: Black Cat Rd & McMillan Rd 2023 Existing AM Peak Hour Intersection Intersection Delay,s/veh 8.3 Intersection LOS A Approach EB WB NB SIB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow,veh/h 394 316 365 359 Demand Flow Rate,veh/h 403 323 376 369 Vehicles Circulating,veh/h 325 377 449 312 Vehicles Exiting,veh/h 356 448 279 388 Ped Vol Crossing Leg,#/h 0 0 1 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay,s/veh 8.3 7.7 9.6 7.7 Approach LOS A A A A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway,s 2.609 2.609 2.609 2.609 Critical Headway,s 4.976 4.976 4.976 4.976 Entry Flow,veh/h 403 323 376 369 Cap Entry Lane,veh/h 991 939 873 1004 Entry HV Adj Factor 0.978 0.979 0.971 0.973 Flow Entry,veh/h 394 316 365 359 Cap Entry,veh/h 969 920 848 976 V/C Ratio 0.407 0.344 0.431 0.368 Control Delay,s/veh 8.3 7.7 9.6 7.7 LOS A A A A 95th%tile Queue,veh 2 2 2 2 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Roundabout Mitigation 3: Black Cat Rd & McMillan Rd 2023 Existing PM Peak Hour Intersection Intersection Delay,s/veh 10.7 Intersection LOS B Approach EB WB NB SIB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow,veh/h 318 486 391 476 Demand Flow Rate,veh/h 324 496 399 496 Vehicles Circulating,veh/h 505 400 358 450 Vehicles Exiting,veh/h 441 357 471 446 Ped Vol Crossing Leg,#/h 0 0 0 1 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay,s/veh 9.3 11.3 8.6 12.7 Approach LOS A B A B Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway,s 2.609 2.609 2.609 2.609 Critical Headway,s 4.976 4.976 4.976 4.976 Entry Flow,veh/h 324 496 399 496 Cap Entry Lane,veh/h 824 918 958 872 Entry HV Adj Factor 0.982 0.980 0.980 0.960 Flow Entry,veh/h 318 486 391 476 Cap Entry,veh/h 809 899 939 837 V/C Ratio 0.393 0.541 0.417 0.569 Control Delay,s/veh 9.3 11.3 8.6 12.7 LOS A B A B 95th%tile Queue,veh 2 3 2 4 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. Traffic Impact Study Blayden Subdivision July 2023 Meridian, Idaho APPENDIX E: COMPASS FORECASTS §jENGJ7VMWG,INC. E Blayden Subdivision Proposed Development The following summarizes the results of an area of influence model run for a proposed development located southwest of US 20/26 (Chinden) and Black Cat Rd. The proposed development will consist of 13 single-family homes, 144 multi-family homes, and 34,300 ft2 of commercial space with an anticipated build out by 2025. See Figure 1. — E,P—•1, B69 Pnn."Anenel Proposed P—pal ArWW Minor Arterial Proposed MinuAmnd Collec[a •Proposed Callecmr 1:3TAz y racotnary qaa Figure 1 Table 1 provides the existing demographics for TAZ 859 and the proposed development's demographics used for the area of influence model run. A cumulative analysis was also conducted to account for another proposed development nearby with a recent area of influence model run. Table 1 2020 2025 2025 2040 (Blayden Only) (Cumulative) HH Jobs HH Jobs HH Jobs HH Jobs TAZ 859 15 1 157 200 157 200 204 237 Surrounding TAZs 950 57 1,169 331 1,539 331 1,551 742 Total 965 58 1,326 531 1,696 531 1,755 979 Figure 2:Area of Influence(Blayden Property Only), Peak hour demand contribution to the total peak hour demand Figure 3: Peak Hour Demand with Proposed Development(Blayden Property Only) Cumulative Analysis The following figures show the results of including the Prescott Ridge development consisting of 400 single-family homes with an anticipated build out by 2025. 2020 2025 Cumulative HH I Jobs HH I Jobs TAZs 859 36 1 557 254 and 864 Figure 4:Area of Influence (Cumulative), Peak hour demand contribution to the total peak hour demand Figure 5: Peak Hour Demand with Proposed Development(Cumulative) Figure 6: Peak Hour Demand without Proposed Development Figure 7:Surrounding Area TAZs Figure 8: 2020 to 2025 Compounded Annual Growth Rate Figure 9: 2025 to 2030 Compounded Annual Growth Rate Figure 10:2030 to 2040 Compounded Annual Growth Rate Figure 2 Area of Influence(B a den Property Onl¥ , Peak hour demand contribution to the total peak hour demand % # , . ■ )° �(��#a a ` M ~ � A a = a } u _ n e . UG_ : 2 e . @ }` a a . , , s u \ J - «' - CLS }9 15 e 2` ON n-um.m ■ .lRd ■M.R : •___ ■L._ .� ■._ ■ .� - s m = e w a e ® 0 $ u u w a 02 u u u 02 1 o e e & ; ,2 ,. �: ■ � § J fm u .Rm U_-id&m �ikm &aM , m m&_ &ate _km Fr __ k___ �k_ .� e .32 u u e e e e u : a # u e a __ __ _m - ~ ' " s u u u e u e &� *� § ` Lh CA eeg } u is2.2.� L 0 \ 1 u a J ,\ a ChMTYLMq Cho"� aA , w , � , uu � CIAo e ! e� ($a t� a � G a zU ` yu e G = ue e e § La # rj + ( Figure 3: Peak Hour Demand with Proposed Development (Blayden Property Only) Fkj mow+ J3P&Rd 13 24 10 U 199 205 7 8 'bF&W J.06-F.M Ja¢n Pod 16{tom p k%2W-( den Br a^ a 14 dp e b W W12 9n 1;7[¢lI`" r' 2089 2365ffR1427 l 2039 1787 1$3 1881 1912 `+' 211 2315 225d US 2U26 2191n 2 i36 iR33 iR33� L�26F26fG1yden � V� 1631 1633 � o9 1d23 � �1403 1d �a id22 1581 1620 1585 1519 1593 1525 Ygq �,426 fCwikn 94d39yfr X 95 3 d2 ] m U &U 19:291 y' { m m =UMnn-0 Rd kltMibubL%n k M%.6b §d MdAi _3 Q �n `T Lkn �k ?`Hd Ik#4 Al G} � �440 471 rf 410:439 534 g x 55B }{ 459 St4 4Fr F:r32 524 374 454 61 .56y M,% 739 A6^ 1439 1565 14M 1507 338 396 525 525 516 m W 453 491 .511 467 497 473 476 393 376 9 a05t25: '319 c� v -AiillmRd WL% kkk�nRJ� o v MdA� t1 - 748 350 8T5 334 335� 7479 452 370 376 L'6 kkkli�hn RJfcMl�n Rl r� IknAi Ik�$n5 IT IT -_ 'a _ R7ss ass 6 t3 5� 'g l� � � o- � � � 129 5 gg 1 191 tk R1 U4irh RdU-tFbd f-,k Ri Lkr kk Al "� v4i.:k Rd LM�k ill LldtkA k&Rd hf diS 416 447 461 461 gRj 527 555• 934 541 506 Sd3cW � RIU�id�rz�i LbtkAl ildtkiil ' m U>kd�Pod U>id` I , Rd 46 &Si 1699 1647 1705 1710 1 a 1586 1696 1704 1542 162'3 1709 673 413 413 446 452 452 6-, ;,30 535 522 486 a93 7 4 iLL °y° 591 52g 854 79a w 728 725 --'. 913 9i3 9S1 92� a67 822 823 829 911 tk Rd USi#RdUSi#Rd lick Rd Lb tk AI A �kfi k Rd Lfaf tk AI kM tk AI r Rd ; :.w r' a 1@ W 1@ - yd [ a,o ,^�a Lb k*Ri ll�idk Rd " kM kk M W kk RI ' �n U»fid�Rd U4i:i. Rd n� m qi 141 93 i vc s W a W W qQ titi2 iTn 64 M d 21 21 �i �47 $ 14A m w is L i2 ru{ f 1 i 1 662$7 141 99 9 o `�- Cary Ln Cary Ln^ kk hq Ln C1rq Ln Cr.y Ln as ry Ce > 7- F'I 557 557 55 7 s -rry Ln Gar.0 Ln '� v CIvrY Ln ';,9 37d d16 i76 396 &39 g30 ;�979 9!A 0, 12231 ' 9 q 1529 ^1712 1683 1706 1755 1-M L@ 2212 23M 2310 2256 2255 233 42�j j�18 3H 4e4 484 470 93 512 472 d@'$� i En 531 z !714 gg} @}{ ` 3 'm 936 940 1247 1 17110331 CmyLn Ce In oyLn CwrgLn argLn CaryLnCNMLn Cary LEI LE " --.,L.--.,L. +P $ it � ;st FricJ4.c PGieAac f"�'4arPiio-ilsa Pi—A—N.+tar .r 133 45 g rn r 12 339 470 474 42g d63 4 tw N 114 Fs 6g6 a i sue-. r`��'9 627 783 d56 1395 1435 1198 r0 310. 102 11 Sk tB 195 12B 255� 19_6 1d2 T87 5 �`g2 LL __ ffi 224 M 2 � 250 255 5�1Ep4 1}{ 3B1 401 360 t'll cyyf RicAdc r*yye.A_PineA—PineA_P +�e.4.+e 2��9381 tU7 g 34 52 Cumulative Analysis The following figures show the results of including the Prescott Ridge development consisting of 400 single-family homes with an anticipated build out by 2025. 2020 2025 Cumulative HH Jobs HH Jobs TAZs 859 and 864 36 1 557 254 Figure 4:Area of Influence(Cumulative), Peak hour demand contribution to the total peak hour demand �9 RS o4 � m y �� O 4 OA :�' CA 1A 1.5 15 a 1.3 1.3 12 - ryo 0['� ] LL52d2${OC1�den B4d} 3 4 FS P • OA v ry 4 m ill-Rd kkkfhn Rl WMft.Ri MR%.Rl m Md.1�Rd ,13 1'�1 1s 38 3,3 32 5 1.k1Ab�R) kkk%nRl kkl.�nfii +<k nA1 1.2 2 3'1i 5 d.7 4,5 'To OA IDA CA 45 42 09 42 02 L2 12 ti 0.5 yy � 4 0 V tk Ri UskARdU6.,_ARd WO,R3 Wtk Rd a UsitY Rd UO tk Rl W!kW Rd F U4irk Rd ik RI UsShc Rd iN tk RI V"j 0.1 02 02 0.2 03 42 0J E2 42 03 1.1 1 7 OA 2,5 26 2.7 1.1 13 Uei#Ri Uefck Rd U4ick Rd 1 0.7 =.7 0.5 02 0.1 0.1 0.1 0.1 3 0 tL q1 0 a eo IN a 57 5.7 5 a 2 2.1 1.95 GA"]d Y•lna Ch.Y 1 $nI in Cf..Y W In 02 y .3 d.1 3.9 4.1 3 0 23 23 k 23 2:7 1.9 l A 1.3 1 Y 1 OA 0.5 O S OA 03 0,9 4.1 L 2 `q 4 2. 8 ZD pl I O A- RmAm +Le Wle AtiG Pine h.�e Pye+ke R,F Aac � 0.50,3 2 1.7 4A 1_ iB 09 :S 1:5 08 48 4d o B 7..7 03 03 4 Aa s 4.3 2 ?.i IJ Figure 5: Peak Hour Demand with Proposed Development(Cumulative) A�F&Fkj 4a ° ..min Rd w 1 13 24 10 8 y 86 k 211 217 :12 i5 U92n Q4ra^ $ 1d 7R o OOPP ,� ti 980 983 2038 2123 l LI62726(Clir+den 94dy 1914 2061 1806 1$�ft 1891 1919 21; 2321 22�3 2196 2142 1038 lam US2a26(G1yden )lam 1�� 1672 1664 v 1439 s- �7 � �1435 1411 14R 1435 1583 1623 $ 199 1522 0 7={ s n Y 1594 1529 4026 94d} o�c o�c T 3:S 94 sv a > > U U 16:297 110 sa a g4 _ a m f^ 0 E R FEE Xc+ ky $ .41 a g,�9 Y m h M� 1 }k kqk 6 � TS Akb n Ftl Mdli S'd d 1 51 AAA 474 50 � AkAQ ad Y $ 567 1 F r:634 � � AM526 y7g 455 �� .g1� 633 742 M9^ id42 lam749i 1511 442 403 532 532 523 486 AM 491 511 497 497 475 478 g � 397 TM 9 405125: �319 a7 v Aiillm Rd L&A% Lk�n Fd v AkM%n R3 M t'l �7 350 � �. %T5 334 334� �480 A53 377 373 $' Mdi� .!kL%n rd r�1 KAAnAd Ak n"— a n 54b0 ° ;a _ 49 ep", Is s t3 w a m m a is {f � � tk Ri u4i#P1JUs Rd f ,k Ri Lkrkk Al M k4i.:k Rd 1k+tk R1 CLLtk lx k&Rd F: c F11.7 416 41$ d47 d68 468 `9 a U�F Rd tk fil U4i.:k a7Alv 6Po 534 535 563 510 &1g 542 &46 769 891Rd Uid`2' I U�iid�RdN 1r 16� 1712 1-9 1592 1702 1709 1516 16M 1713 674 417 417 411 -57 457 $1� S34 535 522 488 7 41g 586 5M 854 794w AO 727 --} 911 941 9i0 92o �.8 872 824 am 914 tklRd U�dt RdU�d.Rd tk Rd Wtkim 2h"Rd Lfa4 tk Al W kAl P-,jFd ; �; c, a W _ _ fd4 ok pi U!.M*Rai " W tk m {h1 k RI U>rid�Rd U4i:i. Rd 4 W W titi 2 M1S i5 d5 � 21 21 .7 847 r3� 1U5 m w �L r+ i2 ry�i f 1 i 1 5d 33,� 1 1: nr 8S77z1 141 140 131 ' ry 9 14 1 :� 6 8 tK ra y 36 f7 91 18'3 7b n' n 8'i Ci! Ln 7 C am In was} 1,99 AA4444E �`' a � �� r 7r} y� r 1747 17581762 '� 2223 2 2267 2265 } 5Er2 YS3 S63 85f 91i T� 5 r 6 1228Q, "a5 1531 1719 1694 2314 0. 237 426} 23 394 486 465 472 i°9 512 472 09 41 531 530 4 681� �$ 692 2ei 938 944 12 1367 13' 1711R3 ry CI"rx Ln Ch 11* „y,Ln c1'r.y Ln 8S Choy L. Chary LnQ_W Ln Ch-y Ln f 4 RwAdw R—A— 'A—Pi-A—Pi—A.a N.A— ,S *� 2�A— -G,2729A 'f. 133 45 9 rn r 78 3A7 A78 477 435 d74 4 n N 120 717i y85 a a = r�'2 830 766 46i 14M 1443 � 125 - LL f D 310, 102 11 c E2 2T 136 131 M 17 156 163 M 3 224 255 25 '4 E 250 257 0:'1#P4 1}i 391 d42 364 7?3 r r n PkmA7. FWAec A_Pine A—Pine A.e P4.A_ i1Ye.A, � { 19361 747 6 34 g 52 Figure 6: Peak Hour Demand without Proposed Development J.p'fi Ad .1.Al ..Joplin Rd 13 24 10 196 202 7 J61A W Japfn Rd 8 16{t~ p I R V U92ggg{ den tea^ a 14$, U82U28 982 9ffi 1301 1;]lu 2072 20A 1882 211 1783 1?,.9 1079 1911 `+' 2111 12316 225d 21 n � 2137 1034 103M1 � N k 1.m �a 1417 157d 1619 g 1475 it m da3i 1K7 1629 1420 1416 1394 M 6(Chlden OW Rs 4 4 +�8 gy $ 1 5 1519 Q, 1590 iS25 .. } Tg¢ Ni� 'a +4'i iN U26(Clwiden a4d,it 75 15 d Rd kltki161 �k o kfkil6kickilhn RI Ai co Mdli W_j 1LnW Ik"ZI-11 ifc Ai v'bJAMan G} 137 46 7 rf 405 d36 501 50 9 •r F:p9 372 818 d 7 .F 475 516 44A .S6fi M@ 737 MA 1433 1543 14A2 1900 098 396 522 .521 512 479 479 4B 7 W7 4117 497 473 478 w 09a 378 9_ a05 ;819 c� Aiillai Rd klckilb kkM�nRi� lkkilhn RJ $ MdA� `:i<k%,rd i'k i6 Al �,} 0 '" 8T5 336 TJS gd79 443 57& 378 A Sra,' Ra- ll A n 1*n"- 129 `o] � FV�92gg � i 1 19]tkPd U4irh RdUs..-.Rd ( ,k Ri Lld kk Al 4' 4ik Rd kkltk Rl Ubtk Fk y�d�Rd Fr 2d15 416 407 d62 a63 Sf2 } 52B 554° "'y15 5d1 536 UHF Rd Ek Rl Umdd� Lbtk Al kA v s U�dRd U.6 ` U�iid�Rd5dd 766 889 851 1698 1645 04 17gg 1 1591 1699 17W 1542 1629 1709 675 449 f09 462 eii 62n g30 535 4'g a 592 U8a 853 793i 727 72d, s 912 942 9AO 93o �'8 823 M 831 914 tkRd UsidtRdllsSdtRd tkPd tM+b:AI A v^,kfikRd UdtkAlUbtkAl p—,Rd dA5 d92 £:raw LLf kRl ll�id�Pod Cs !� 5 U�id�Rd U4,, U�iidkRd - a cn o k 11dkkm Wkk i21 101 4'2 46 Aa M i2 { 54 .52.56 67 10! .. rn ,v F 1 ii 1 nr pt 6722A 101 100'131 9,101 . 68 3S b _ `, y .ig f797 183 Ch sTry Ln Clsry}A ri V 1W'Ln Chr y Ln $ arny Ln v o Cl.N ?1 - y, C"Ln ? 74 ca r V 374 416 k M 395 5yg 59B 556 &35 y26 ;� 6 g 1 1221 aQ, ' °8 ; 1527 ^1711 1682 1702 1751 1757 2214 2301 231 2257 231 427 p Ln Ln� 1s 3H dfid 484 3 510 469 0 }S 530 529 7 Mq 6MS 9 6K �$2 'm 936 M9 1244 13M 13'�' '171iR3�8 Cy ,4 `�.� n7'Ln Cl*gLn ChoyLn CleryLnQyLn FS CyLm r,wyLm L.I r +k# " { $ }^ FiRAdR PGieAsc fly, 'A—Pk.A—Vine A.e Pft +A— 6 �S 1 med�e °ig26994 2 � m .1 '133 45 9 m r T2 3m -M9 470 d65 47 N 1T7 700 `� i sue-. r`��'3 82'9 785 461 14M 1d'A 1212 f D 310, 102 11 oF-L�T 8 195 128 255 196 A2 A2 224 25525 A� 251 2�+` 1EpA i id 391 X1 3M 17i9 Rwhm Rf�AycA._Pine A—Pine A.e pLe A- OF.+be � 79 m 9461 7U7 q52 Figure 7: Surrounding Area TAZs � N -- y � y B4 r paliard � Maven r Crafifiereun t P I l ve/0 f eat Bost Pap& q,8 $ . Taras Lauding Ex preaswe•� Nna APm9rial Westbridgf - PrapoEed Pdnapal Artesia! •` �akmarg � Minix AiiedEd • FtapasedMinarArtenat Pk�asentYew T- # menlary Bel �allectx � Oa Na+th --- Propos.edCall-dur once Geld• QonesDO new_rWmag 1024 nn25 Jabe26 hhW pbeaa WIM Iab535 nnlD pds4D 686 8d2 RMrn3rFl`&M 525 5a 99 526 145 526 1130 626 21G 3:.3 866 637 &t1 W43 rt,lrrtn 11 211 91 2150 140 250 203 2SO 7 rAZ Buda na 1- 114 f� 964 Slid M'=F hbrt►I 21 m 6+1 39 144 137 198 312 15= ?ellrllnafi PIal3 lJ 1 e•k Jrody Square Figure 8:2020 to 2025 Compounded Annual Growth Rate 2020 Peak Hour to 2025 Peak Hour Compounded Annual Growth Rates 11/24/2020 - ag L7 Qr o: Jauhi Rd .gJiri Rd 3&8 38 5fl8 IaIyy ti y � if r rfj o N : 2 2i 2i 8A 8S 9k 9 143 7.7 7 7 dS �- 12i t2 d 11A 1119 1.9 QA 1.9# r Rs-8 e La Lh i g m Iill.Rd ki=kfiW' 4n I&A-Ln sr 11�1i Q' 11J9 ii an Ry yp ao 11c11'"s' s 5A SA 8-9 14,3 9.7 9 n 7A 7A gi dA &2 4,5 7t 'i9 3.9 37 32 8 3 8 31 o La is a u r r. o 40 a 4.1 Nq 9 9 4 F; x Rd V Lw� :k Rd r UJ idt Rd _ w T L9 S.7 Sa 2_i 21 7 11-5 tt d Jul &I R9 68 ~� 8 7-8 71� 2 23� _ to 7 u', L�itk Rd 12 1_i 1,5 7.l 1_1 1 4.7 4�6 4�6 4A � q 1 2"� 2.1 2,3 2� O 44�3162a CO 59 S9 2.91A su h3CI-brY Ln RY Ln pr}'= CJt�Lri� 13_i 135 � o62 62 5.1 a+l 4S 8 1-8 1-8 1- t.7 1.71 17 1�8U21_1 1z 12 12 fA 7.7 7A 3 2fa 2 —} 21 42 59,5i 1,3 42 3 r 2,3 1A ,5'� 2,3 2 2,5 7,57A ��rruMinRdsy S,396 gig 9A n 9,5 45 a 11A 11 a 5.9 5.7 U 5.7r SA AA 5 �9 19 1-8 1.9 1,5 rR 45 4.7 4A g 3 3 3 y Growth Rate G I rkduded Roadway Project(Programmed in the TIP or Funded in CI M 2.0) D:lUAGM11.icdefualibratioliti aselTlF1FY2125PZVm thratestiGR202d_20 5.net COMPASS reserves the right to rerun the model for airy reason deemed m&ess3ry. [[mFfxj (Licensed to Con7munity Planning ;;ssoriation) Figure 9:2025 to 2030 Compounded Annual Growth Rate 2025 Peak Hour to 3030 Peak Hour Compounded Annual Growth Rates 11/24/2020 ri Rd fl 1as tsa 215.4.2 4 4E 0-8 43 1.3 1A aoa 0A 1.1 in tn N � tn A9 F- F.• �k V � � 'J.`J YJ = � en Bill.Rd tI W4 --, n McMilla,' M: r"1 kickiilla',Rd °} o 12 05 _ 43 ;Li y 4,3 v 19 39 9 1_1 4.7 4.8 (17� 13 1.7 18 1.9 cn cn a to t„ � a2.7 41 K)cm : k PYi � to :c�PN d! lJsid'.Rd LFJi.:k Rd sic*Rd&1 fli 9 i28 129 iC.Lx 5,5 86 8A Hid4 Itsi 21(L9 jLe 10.7 13 2.f o15 12 1.7 1.7 1.7 1.7 18 1 e19 1 e19 k-,S to g o 1 Ut7 a! 16 2827 LL 15A 7 L 5A'3.5 e+ at r� LL 34i7 �. th � m LO 5A N 1'I 3 Ir ih QYSr Ln cI T 2d 2LL 1.7 1_7 431 8 g{ 1.7 1A5 12 7.71iS 1.7 1� 1�9 7A 1.9 211.9 2 S4 ff � tJ Pi A%l- T 3n I h3 S4 dq 0. 31 9~ 3d fi$ 9 f.f 53 5 1 $ 119 va 1,3 r A iS1A 1-8 2 4qla 31 2-89G by 11 5 8 3.7 &2 - W o _ Lh Fo non Ri Fo"Vi 14 o m ac I 1.- VI202 1.9 0 5 4-2�9 dL9 dL7-0 7 � 4-211�9 11�9 ff g 11j9 3.9 d., {2 3 — 38 .7 3,+1 33 � Growth Rate m m Included Roadway Project(Programmed in the TIP or Funded in Cl M 2.0) D:lUAGM11i kFd ,alibratioliti aselTlF1FY2125PZVm thratestiGR2O25_2020.net COMPASS reserves the right to rerun the model for airy reason deemed necessary. [[mFfxj (Licensed to Community Planning ;;ssoriation) Figure 10: 2030 to 2040 Compounded Annual Growth Rate 2030 Peak Hour to 2040 Peak Hour Growth Rates 11/24/2020 93 9,3 2�$ 29 1-9 1-9 1 q,8 t8 1-8 1,5 3A r, 3A 3A 35 o A A � to ae � LL ch R W 41 l f, f I 1 is ks -6 C r 2 k q �U2.1 }� F A m a - dillw Rd k:.'. w, W�,n Pd MaMillm Rd 4,F! tk kft"R1 McMillr,Rd Q7 4. A 3-8 29 3A 37 327 3g 39 3.t 3 3.9 � 32 2,5 23 29 2.7 2,3 22 4-1 46 pg I a 11 4 Lh th 0 c. O sv itkpa :� paid)Rd U1 iak Rd U� 0.8 416 l] aq sidti Rd Llsidt Rd LlsSdt L�it,� F _ sx 38 33 S1 8.t 52'' 33 32 32 32 27 2.A 2i3 U,3 U3 p,3 q2� 4,3 42 21 �1 r-1 io th a a 21 45 0 ,o — 19-9 Lo 2.2 3 4 o sy o ns 5.A S4�Lh W / #�th Ln Ln Ln CJ� Ir a fl {:F,a2 {:F -a 2A 22 O5 48 }�} Qi o A 3.7 3A 3 1-9 7_9 4 19 1A ia' t2 1-1' 1 i 3 35 35 3A 3d 3A 21 4 4 O 4 trh cl °- y- ° La 11 o t.4 29 22 t A 22 2 48 rn } +2+i sy �9 � -1 1�1 q p-8 U.7 0�6 4�6 4�6 4-8 % �I 26 0 A A 2 Fa7 Ri F. n I* _ r I c 1 8 fl9 1 5 +}5 1�9 1-7 1i9 8 1-7 i-7 26 29 28 r27 1,5 r.5 { 15 13 t5 13 t Growth Rate m , �+ — Included Roadway Project(Programmed in the TIP nr Furled in CIMA 2.0) DAUAGODII Aodefualibratiant&ntelTIRtF%(2MPffVrcwthratestGR2d?+d_20Q.net COMPASS reserves the right to rerun the model for ally re.3soli deemed meDeEs3ry. L[fmFfo) (Licensed to Community Planning Association) 2021 Peak Hour to 2025 Peak Hour Compounded Annual Growth Rates 3/17/2022 17 a �•g U) 0.6 cn Old School Dr 25 9 4.1 a -48 � � 00 259.8 2� 7� � 6m o a Q c (� � `m nl E -p M US 20/26(Chinden Blvd) o US 20/26(Chinden Blvd) US 20/26(Chinden Blvd) US 20/26(Chinden Blvd) N US 20/26 Chinden Blvd -' m 3.9 3.9 3.5 n 2.9 � 3.1 4.2 4.2 0 ( ) US 20/26(Chinden L..J) �, US 20/26(Chinden Blvd) US 3.6 7.5 7.3 7.7 CD cn a A co r io 00' U N is Y O co °' co - Director St m � o 2 1.2 LID 2.5 - a 1.2 1. o � a� C vC° 1.8 co -0 o 0 � J Q W m n 2.7 2.7 R 6.4 rod � rp 21 6. AA A cr 4.4 A ono m a 33.8 GOIN n 'rn 0.1 0.1 �' o 33d0� rp 4.7 33.8 God 0 co dg 00 8 O 24.6 o F- a CIq O 0.9 1 ,b 12.6 o o aD M N > 20 N o McMillan Rd McMillan Rd C McMillan McMilla a);d McMillan Rd McMillan Rd `~ McMillan Rd McMillan Rd McMillan Rd 3.7 3.6 cn 6.2 N 4.6 1.9 o McMillan Rd 0 1.7 1.7 0.8 0.9 2.3 3.5 4.2 3•4 1.5 N 23 g c' 2.2 6.3 0 is �p N U Lo cV Y M LO m Red Rock St 3.7 N 0 3.3 3.3 ; 6 Monument St 3 w coo N -�6 2.1 2.1 2.8 y Stg o A LO N C t} U rn Ln M Ashton Dr m d 1 m N N 7 0 co 6 4.2 m o > U a oo m LO Cb o Ustick Rd Ustick Rd `o cb Ustick Rd Ustick Rd Ustick Rd 00 Ustick Rd Ustick Rd Ustick Rd N Ustick Rd 0 17.6 6 6 Ustick Rd Ustick Rd Ustick Rd 14.1 12.7 7.1 6.4 6.4 7 6 7.3 Ustick Rd Ustick Rd 5.4 8.6 g,<� Ustick Rd Ustick Rd m . 0.7 0.8 j 0.5 0.4 CD Q 00 co O K O ill N W > :U Q 0.1 O� Classic Dr 10.5 o Chateau Dr cr 1.4 N � `m o 0 1.6 io_ � o C r 16 0.7 0. 0y DO 1 (b z � 0 o Ln W co Cherry Ln Cherry Ln Ch y Ln Cherry Ln Cherry Ln Cherr Ln 7.4 2,5 5 4 4 Y Cherry Ln Cherry Ln rp Cherry Ln Cherry Ln Cherry Ln Cherry Ln Cherr Ln 3.9 4•8 4.6 4.2 Y Cherry Ln Cherry Ln Cherry Ln Cherry Ln Cherry Ln 0 4 3.3 1.8 1.8 1.7 1.3 1.3 0.6 0.3 0 3 0.3 d 0.1 z c0 M S: z El Gato Ln El Gato Ln 46.2 31.1 Ft dto 0.8 14.4 1,9 G 77 �h Pine Ave Pine Ave Pine Ave Pine Ave Pine Ave Pine Ave Pine Ave 6.9 0.4 1.7 Pine Ave Pine Ave Pine Ave 54.8 3.1 2.9 2.3 1.5 0.8 0.6 0.6 0.2 0.2 r Programmed or Funded Project D:\2019Model\Feedback\Base\official\GrowthRates\5pmGR2021_2025.net MIUI(o (Licensed to Community Planning Association) 2025 Peak Hour to 2030 Peak Hour Compounded Annual Growth Rates 3/17/2022 m cn (Chinden Blvd US 20/26(Chindn Blvd)1.9 3.7 LX M US 20/26(Chinden Blvd) US 20/26(Chinden Blvd) US 20/26(Chinden Blvd) U 2.4 2.3 1.4 O r v T y O C U N o a- Y ri o Sk DirectorSts °! 2 c ceot°< 17.4 Lost Rapids or ( t pi c O 0.8 0.8 Ra r° 17.4 11 A N 04 SOrLost Rapids p d N N N " 0.3 `r o rn �c w 1.3 1.3 2.3 Q°+� x � 23 m u� a N of A Q. n 0.5 G 11 15 ^. o o�ao/ °> M QS d4) G o a3i o 00 o/a Or P co Z S d m,0 0.5 U O' a O PL a: r o' a O m O old Of Ledgerwood Ln m S O N v a c u 56.8 Gondola Dr _ 0.2 ac F- -° �2 0 a N tj o' Milano or 3 1.3 4.1 00 o 3 ro• P McMillan Rd McMillan Rd = N N V > o m m C`! �z w McMillan Rd McMillan Rd Mc McMillan Rd McMillan RdMcMillan -o° > McMillan Rd u McMillan Rd McMillan Rd 0 23.9 lla 5la 5.5 5.6 m c McMillan Rd �, M J d m � McMillan Rd McMillan Rd 4.8 4.8 3.2 3.2 m 0.3 0.4 2 9 2 7 2 7 2 7 McMillan Rd McMillan Rd McMillan Rd McMillan Rd R ro w 2.6 2.6 2.9 3.1 2.1 0 1.8 1 (O N N fy fJ r- 5 0.7 a m U M 2 O O A N 4 M m m 4.9 v c ^ of 3 > v P �N � � c r N ~ (aD A � A � n � Y M N N N U l6 A W J �O M d 0 O _ Ash.t or o m a 1 2 n d Of Qt 6 O m co Of m a d 1 n 9 4 19.4 ° v N N N M v 8.7 N McDermott Rd 9) N F. a O d N C_ N m U v a - V Ustick Rd ° n v N Ustick Rd Ustick Rd v Ustick Rd Ustick Rd a Ustick Rd Ustick Rd c c 8.3 Ustick Rd Ustick Rd 2.9 8.4 7,6 7.6 6.3 7 3 7 1 Ustick Rd Ustick Rd Ustick Rd Ustick Rd H Ustick Rd Ustick Rd Ustick Rd 7.2 Ustick Rd 11.3 10.8 10.8 10.7 0.8 0.6> 0 9 0 7 Ustick Rd Ustick Rd Ustick Rd a stick Rd Us' 2.2 2.1 1.4 1.3 2.4 a O K (n o 0 � o E � is d r c o � c n J > G "O O :5 <7 d' (O 2 J C O M M N C j] ryry N 6 61 L7 McDerm O)ott Rd �A' o Y d 17.6 m Er W 'O L O p O 0.9 a' d ° Q9 m 20.2 z � c o � n N N F Qc 68.7 68.7 U Chateau or Chateau or Gra 6a- 8) o a o M N 1 9.3 9.7 68.7 A ofM o "' a Willowbrook or a ry 7.2 //OWb U) rpo pr ° O �?) U � m o io Y N o a o, -' <n 1.8 n a " 82 « N 1.6O InOa m > 82 0 iv 8.2 8.2 3 o Z a E a rn m m T°a A� U N O a/7 O Z C U N Cherry Ln m ,., m _m 6, 2.7 M N co M m Cherry Ln Cherry Ln a Cherry Ln Cherry Ln Cherry Ln Cherry Ln Cherry Ln Cherry Ln Cherry Ln 0.6 0.6 0.6 0.5 0.3 0.8 1 CI? 0.8 0.8 0.8 0 1 o n ci M a. -Q Z 6p N n O R N d O ? !J 2 N UI <J a o c r N 6 F J W W U) 3 io F 65 N p v O O El Gato Ln El Gato Ln M `r a 10.3 11.9 M Nn Fi U ° bo of Garo U N d J o 24.8 m M 77.9 m NCO rn Pine Ave Pine Ave Pine Ave 6D m 7.7 1.2 6 5 Pine Ave Pine Ave Pine Ave Pine A z Pine Ave Pine Ave Pine Ave Pine Pine Ave 1.4 3 2.4 2.4 1.7 1.3 1.3 1.22 0.7 2 o m K M d Q s N Programmed or Funded Pro'ect D:\2019Model\Feedback\Base\official\GrowthRates\5pmGR2025_2030.net MIUI(o (Licensed to Community Planning Association) Traffic Impact Study elayden Subdivision July 2023 Meridian, Idaho APPENDIX F: OFF-SITE TRAFFIC §jENGTVMWG,INC. F 2027 Off-Site Traffic Summary 1 Chinden Blvd&Black Cat Rd 1 Chinden Blvd&Black Cat Rd 31 14 37 82 28 95 37 J 54 80 J 88 -8 AM Peak -8 -37 0 PM Peak -38 0 � � 0 0 � � 0 1 1 0 17 0 0 27 0 ENGINEERING,INC. Traffic Impact Study Black Cat Chinden Apartments-Meridian, Idaho Figure 4.2—2024 Build-Out Year AM Peak Hour Site Traffic vv ------------------- "�► ''':����:_- 2 - - Inde ��vld`.Ci�ZU176`— - 3 w ;;� ;�� �`' f 'k � ;Ili � = •+� `,i M .I IYV 'iz _ - two 1 Tree Crest Dr&Black Cat Rd 2 Levi Ln&Chinden Blvd 30 Black Cat Rd&Chinden Blvd 4 Tree Farm Way&Chinden Blvd 0 0 0 0 0 31 19 40 0 13 22 �0 0 0 29 54 0, 7 29 31 0 0 40— —51 j-11 0 � � 0 0� j-0 0� c0 t 1 t r' t r' 0 4 0 0 0 0 17 0 3 9 0 50 East Access&Tree Crest Dr 6 North Access&Black Cat Rd 7 South Access&Black Cat Rd 0 0 0 0 11 0 0 90 0 0 0 2 � �0 0� �- 0 2 � �16 0� � 79 0� 1 r' 1 r- 1 r 11 0 33 0 3 21 23 77 November 2019 28 ENGINEERING,INC. Traffic Impact Study Black Cat Chinden Apartments-Meridian, Idaho Figure 4.3-2024 Build-Out Year PM Peak Hour Site Traffic = : 5 reQ'Cre Icy 24 - 2 C indeBl�v`d`(CJ�20126)_— . 3 4 - .---,:. tb . 1 Tree Crest Dr&Black Cat Rd 2 Levi Ln&Chinden Blvd 30 Black Cat Rd&Chinden Blvd 4 Tree Farm Way&Chinden Blvd 0 0 0 0 0 23 9 25 0 6 12 �0 0 0 27 26 0, 25 20 15 -7 ­-8 18— 16 j-2 0 � � 0 0� j-0 0 � �0 t 1 t r' t r 0 3 0 0 0 0 12 0 2 6 0 50 East Access&Tree Crest Dr 6 North Access&Black Cat Rd 7 South Access&Black Cat Rd 0 0 0 0 1 1 0 57 0 0 0 2 1 0 0 1 �30 0� 56 0� 1 r' 1 r- 1 r 1 0 16 0 2 27 28 37 November 2019 29 Fairbaurne Subdivision lanuory 2018 Chlnden Boulevard/State Highway 46 Chinden Boulevard/Black Cat Road ChInden Boulevard/Tree Farm 'Nay ,) WEEKDAY AM WEEKDAY PM WEEKDAY AM WEEKDAY PM WEEKDA, AM WEEKDAY PM LJ oM vc�v� acc o} 14 of 'LSa Asa 9a� 'Lira o�' k-e fl� k�o 7� 2B� -A� -R t3p� F-36 42— rS 68� ►-79 F3 F2fi 0 1rp G, rA 5, r0 9' 0-0 r r �t tr titr �tr n 15 t y Black Cat Road/Site Access A Black Cat Road/Site Access B Black Cat Road/Site Access C p? WEEKDAY AM WEEKDAY PM WEEKDAY AM WEEKDAY PM WEEKDAY AM WEEKDAY PM C) Q: coo cro LU LU L 32 ti a7�� 4a� 0 `o 3o�� r LU 50� ro#('A t t t t CHIDEN BLVD Q0a ��o3 V o If 26 20� o 0 o < U al f Lp sr��pos aR Waverly Drive/Site Access D E O WEEKDAY AM WEEKDAY PM M1 34 -o---14 22--*� ►—a T 9-,4 r57 29- r153 � r � r n.2 t 'V 7 N Year 2021 Site Generated Traffic Volumes Figure Weekday AM and PM Peak Hours Meridian, Idaho KITTELSON & ASSOCIATES Traffic Impact Study Blayden Subdivision July 2023 Meridian, Idaho APPENDIX G: 2027 BACKGROUND SYNCHRO OUTPUTS §jENGflVMWG,INC. G HCM 6th Signalized Intersection Summary 2027 Background 1: Black Cat Rd & Chinden Blvd AIM Peak Hour --I. -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t Traffic Volume(veh/h) 65 789 123 135 489 72 171 39 283 90 32 47 Future Volume(veh/h) 65 789 123 135 489 72 171 39 283 90 32 47 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 1632 1772 1758 1772 1758 1647 1730 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 69 839 131 150 543 80 184 42 304 100 36 52 Peak Hour Factor 0.94 0.94 0.94 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Percent Heavy Veh, % 12 2 3 2 3 6 5 2 2 2 2 2 Cap,veh/h 451 1613 714 323 1477 217 381 44 317 143 134 194 Arrive On Green 0.03 0.48 0.48 0.12 1.00 1.00 0.08 0.24 0.24 0.05 0.20 0.20 Sat Flow,vehlh 1554 3367 1490 1688 2922 429 1647 186 1344 1688 655 946 Grp Volume(v),veh/h 69 839 131 150 310 313 184 0 346 100 0 88 Grp Sat Flow(s),vehlh/In 1554 1683 1490 1688 1670 1681 1647 0 1530 1688 0 1602 Q Serve(g_s),s 3.6 27.7 8.0 7.5 0.0 0.0 13.0 0.0 35.7 7.5 0.0 7.4 Cycle Q Clear(g_c),s 3.6 27.7 8.0 7.5 0.0 0.0 13.0 0.0 35.7 7.5 0.0 7.4 Prop In Lane 1.00 1.00 1.00 0.26 1.00 0.88 1.00 0.59 Lane Grp Cap(c),veh/h 451 1613 714 323 844 849 381 0 361 143 0 328 V/C Ratio(X) 0.15 0.52 0.18 0.46 0.37 0.37 0.48 0.00 0.96 0.70 0.00 0.27 Avail Cap(c_a),veh/h 476 1613 714 412 844 849 381 0 363 143 0 330 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.73 0.73 0.73 0.89 0.89 0.89 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 19.9 28.9 23.8 20.5 0.0 0.0 46.7 0.0 60.3 50.4 0.0 53.5 Incr Delay(d2),s/veh 0.0 0.9 0.4 0.3 1.1 1.1 0.4 0.0 35.8 12.2 0.0 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 2.3 15.5 5.2 4.6 0.5 0.5 9.8 0.0 24.0 6.5 0.0 5.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 19.9 29.8 24.2 20.8 1.1 1.1 47.1 0.0 96.2 62.7 0.0 53.7 LnGrp LOS B C C C A A D A F E A D Approach Vol,veh/h 1039 773 530 188 Approach Delay,s/veh 28.4 4.9 79.1 58.5 Approach LOS C A E E Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 12.4 87.9 20.0 39.8 16.6 83.7 15.0 44.8 Change Period (Y+Rc),s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 8.0 78.0 13.0 33.0 18.0 68.0 8.0 38.0 Max Q Clear Time(g_c+l1),s 5.6 2.0 15.0 9.4 9.5 29.7 9.5 37.7 Green Ext Time(p-c),s 0.0 3.5 0.0 0.2 0.1 6.2 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 34.1 HCM 6th LOS C Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2027 Background 1: Black Cat Rd & Chinden Blvd AIM Peak Hour -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) 65 789 123 135 489 72 171 39 283 90 32 47 Future Volume(vph) 65 789 123 135 489 72 171 39 283 90 32 47 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 12 8 12 12 12 12 12 12 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.98 1.00 0.87 1.00 0.91 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1527 3353 1485 1676 3244 1629 1532 1676 1608 Flt Permitted 0.38 1.00 1.00 0.26 1.00 0.46 1.00 0.22 1.00 Satd. Flow(perm) 607 3353 1485 462 3244 785 1532 390 1608 Peak-hour factor, PHF 0.94 0.94 0.94 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Adj. Flow(vph) 69 839 131 150 543 80 184 42 304 100 36 52 RTOR Reduction(vph) 0 0 54 0 6 0 0 187 0 0 37 0 Lane Group Flow(vph) 69 839 77 150 617 0 184 159 0 100 51 0 Heavy Vehicles(%) 12% 2% 3% 2% 3% 6% 5% 2% 2% 2% 2% 2% Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 8 4 Actuated Green,G(s) 96.7 89.6 89.6 102.1 92.3 39.1 20.6 26.1 14.1 Effective Green,g(s) 104.7 93.6 93.6 110.1 96.3 43.6 24.6 34.1 18.1 Actuated g/C Ratio 0.65 0.58 0.58 0.69 0.60 0.27 0.15 0.21 0.11 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 3.0 3.0 2.0 3.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 461 1961 868 422 1952 332 235 211 181 v/s Ratio Prot 0.01 c0.25 c0.03 0.19 c0.08 c0.10 0.05 0.03 vls Ratio Perm 0.09 0.05 0.21 0.07 0.05 v/c Ratio 0.15 0.43 0.09 0.36 0.32 0.55 0.68 0.47 0.28 Uniform Delay,dl 10.3 18.4 14.5 10.4 15.7 47.9 63.9 53.3 65.0 Progression Factor 0.81 0.85 3.80 1.17 0.82 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.0 0.6 0.2 0.2 0.4 1.1 5.9 0.6 0.3 Delay(s) 8.3 16.3 55.4 12.4 13.2 49.1 69.9 53.9 65.3 Level of Service A B E B B D E D E Approach Delay(s) 20.7 13.1 62.7 59.3 Approach LOS C B E E Intersection Summary HCM 2000 Control Delay 30.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.48 Actuated Cycle Length(s) 160.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 70.1% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th TWSC 2027 Background 2: Black Cat Rd & Ramblin Ct AM Peak Hour Intersection Int Delay,s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations + Traffic Vol,veh/h 11 17 514 12 4 344 Future Vol,veh/h 11 17 514 12 4 344 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, % 2 6 3 10 2 2 Mvmt Flow 12 19 571 13 4 382 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 968 578 0 0 584 0 Stage 1 578 - - - - - Stage 2 390 - - - Critical Hdwy 6.42 6.26 - 4.12 Critical Hdwy Stg 1 5.42 - - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.354 - 2.218 Pot Cap-1 Maneuver 269 508 - 991 Stage 1 561 - - - Stage 2 753 - - - Platoon blocked,% 1 - Mov Cap-1 Maneuver 268 508 - 991 Mov Cap-2 Maneuver 411 - - - Stage 1 561 - - Stage 2 750 - - Approach WB NB SIB HCM Control Delay,s 13.3 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 465 991 HCM Lane V/C Ratio - 0.067 0.004 HCM Control Delay(s) - 13.3 8.6 HCM Lane LOS - B A HCM 95th%tile Q(veh) - 0.2 0 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th AWSC 2027 Background 3: Black Cat Rd & McMillan Rd AM Peak Hour Intersection Intersection Delay,slveh 109.8 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 89 288 23 48 240 32 21 270 92 69 213 96 Future Vol,veh/h 89 288 23 48 240 32 21 270 92 69 213 96 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 Heavy Vehicles, % 3 2 2 2 2 2 6 3 2 3 3 2 Mvmt Flow 99 320 26 53 267 36 23 300 102 77 237 107 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SIB Opposing Approach WB EB SIB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SIB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SIB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 136.1 70.6 115.4 109.6 HCM LOS F F F F Lane NBLn1 EBLn1 WBLnl SBLn1 Vol Left, % 5% 22% 15% 18% Vol Thru,% 70% 72% 75% 56% Vol Right,% 24% 6% 10% 25% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 383 400 320 378 LT Vol 21 89 48 69 Through Vol 270 288 240 213 RT Vol 92 23 32 96 Lane Flow Rate 426 444 356 420 Geometry Grp 1 1 1 1 Degree of Util (X) 1.114 1.175 0.945 1.096 Departure Headway(Hd) 10.346 10.254 10.876 10.361 Convergence,Y/N Yes Yes Yes Yes Cap 353 356 338 353 Service Time 8.346 8.254 8.876 8.361 HCM Lane V/C Ratio 1.207 1.247 1.053 1.19 HCM Control Delay 115.4 136.1 70.6 109.6 HCM Lane LOS F F F F HCM 95th-tile Q 14.8 16.9 9.8 14.2 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2027 Background 4: Black Cat Rd & Ustick Rd II AM Peak Hour --,, -+-- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T* Traffic Volume(veh/h) 69 482 37 42 488 20 39 249 85 46 185 48 Future Volume(veh/h) 69 482 37 42 488 20 39 249 85 46 185 48 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 1744 1716 1758 1702 1674 1744 1744 1758 1758 1772 Adj Flow Rate,veh/h 75 524 40 47 542 22 43 277 94 51 206 53 Peak Hour Factor 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 4 6 3 7 9 4 4 3 3 2 Cap,veh/h 222 610 47 214 614 25 283 323 110 202 355 91 Arrive On Green 0.05 0.38 0.38 0.04 0.37 0.37 0.04 0.26 0.26 0.04 0.26 0.26 Sat Flow,vehlh 1688 1626 124 1634 1678 68 1594 1245 423 1674 1348 347 Grp Volume(v),veh/h 75 0 564 47 0 564 43 0 371 51 0 259 Grp Sat Flow(s),vehlh/lnl688 0 1750 1634 0 1746 1594 0 1668 1674 0 1695 Q Serve(g_s),s 2.3 0.0 25.1 1.5 0.0 25.6 1.6 0.0 17.9 1.9 0.0 11.2 Cycle Q Clear(g_c),s 2.3 0.0 25.1 1.5 0.0 25.6 1.6 0.0 17.9 1.9 0.0 11.2 Prop In Lane 1.00 0.07 1.00 0.04 1.00 0.25 1.00 0.20 Lane Grp Cap(c),veh/h 222 0 657 214 0 639 283 0 433 202 0 446 V/C Ratio(X) 0.34 0.00 0.86 0.22 0.00 0.88 0.15 0.00 0.86 0.25 0.00 0.58 Avail Cap(c_a),veh/h 419 0 1119 420 0 1116 487 0 889 411 0 883 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 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 19.4 0.0 24.3 19.1 0.0 25.1 22.2 0.0 29.8 23.3 0.0 27.1 Incr Delay(d2),s/veh 0.3 0.0 3.5 0.2 0.0 4.4 0.1 0.0 5.0 0.2 0.0 1.2 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/ld.4 0.0 14.8 0.9 0.0 15.2 1.0 0.0 11.4 1.2 0.0 7.7 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 19.7 0.0 27.8 19.3 0.0 29.5 22.3 0.0 34.8 23.5 0.0 28.3 LnGrp LOS B A C B A C C A C C A C Approach Vol,veh/h 639 611 414 310 Approach Delay,s/veh 26.9 28.7 33.5 27.5 Approach LOS C C C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),t0.1 36.9 9.2 28.2 9.3 37.7 9.5 27.9 Change Period (Y+Rc),s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 *6 Max Green Setting(Gmak4,.9 54.0 14.0 44.0 14.0 54.0 14.0 *45 Max Q Clear Time(g_c+l1 ,33 27.6 3.6 13.2 3.5 27.1 3.9 19.9 Green Ext Time(p-c),s 0.0 3.3 0.0 1.4 0.0 3.4 0.0 2.0 Intersection Summary HCM 6th Ctrl Delay 28.9 HCM 6th LOS C Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2027 Background 4: Black Cat Rd & Ustick Rd AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(vph) 69 482 37 42 488 20 39 249 85 46 185 48 Future Volume(vph) 69 482 37 42 488 20 39 249 85 46 185 48 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 2.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.99 1.00 0.96 1.00 0.97 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1676 1744 1613 1735 1569 1665 1660 1697 Flt Permitted 0.20 1.00 0.21 1.00 0.45 1.00 0.26 1.00 Satd. Flow(perm) 347 1744 353 1735 738 1665 449 1697 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 75 524 40 47 542 22 43 277 94 51 206 53 RTOR Reduction(vph) 0 2 0 0 1 0 0 8 0 0 6 0 Lane Group Flow(vph) 75 562 0 47 563 0 43 363 0 51 253 0 Heavy Vehicles(%) 2% 2% 4% 6% 3% 7% 9% 4% 4% 3% 3% 2% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green,G(s) 48.5 43.0 47.3 42.4 36.1 31.2 36.5 30.9 Effective Green,g(s) 54.5 46.0 53.3 45.4 42.1 34.2 42.5 33.9 Actuated g/C Ratio 0.51 0.43 0.49 0.42 0.39 0.32 0.39 0.31 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 Vehicle Extension(s) 2.0 3.0 2.0 3.0 2.0 3.0 2.0 3.0 Lane Grp Cap(vph) 280 744 267 731 349 528 273 534 v/s Ratio Prot c0.02 0.32 0.01 c0.32 0.01 c0.22 c0.01 0.15 v/s Ratio Perm 0.11 0.07 0.04 0.06 v/c Ratio 0.27 0.76 0.18 0.77 0.12 0.69 0.19 0.47 Uniform Delay,d1 17.2 26.1 17.1 26.7 20.9 32.1 21.9 29.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.2 4.4 0.1 4.9 0.1 3.7 0.1 0.7 Delay(s) 17.4 30.5 17.2 31.6 21.0 35.8 22.0 30.4 Level of Service B C B C C D C C Approach Delay(s) 29.0 30.5 34.2 29.0 Approach LOS C C C C Intersection Summary HCM 2000 Control Delay 30.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length(s) 107.7 Sum of lost time(s) 12.0 Intersection Capacity Utilization 70.1% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2027 Background 5: Black Cat Rd & Cherry Ln II AM Peak Hour --,, -+-- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) t t r Traffic Volume(veh/h) 26 361 44 30 187 53 61 248 111 164 202 41 Future Volume(veh/h) 26 361 44 30 187 53 61 248 111 164 202 41 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 1730 1758 1758 1772 1744 1674 1744 1744 1772 1772 1772 1772 Adj Flow Rate,veh/h 29 401 49 33 208 59 68 276 123 176 217 44 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 Percent Heavy Veh, % 5 3 3 2 4 9 4 4 2 2 2 2 Cap,veh/h 252 548 67 229 324 264 456 331 148 350 441 89 Arrive On Green 0.03 0.18 0.18 0.04 0.19 0.19 0.08 0.29 0.29 0.10 0.31 0.31 Sat Flow,vehlh 1647 2998 364 1688 1744 1418 1661 1142 509 1688 1429 290 Grp Volume(v),veh/h 29 222 228 33 208 59 68 0 399 176 0 261 Grp Sat Flow(s),vehlh/lnl647 1670 1692 1688 1744 1418 1661 0 1651 1688 0 1719 Q Serve(g_s),s 0.9 7.7 7.8 1.0 6.8 2.2 1.6 0.0 13.9 4.3 0.0 7.6 Cycle Q Clear(g_c),s 0.9 7.7 7.8 1.0 6.8 2.2 1.6 0.0 13.9 4.3 0.0 7.6 Prop In Lane 1.00 0.22 1.00 1.00 1.00 0.31 1.00 0.17 Lane Grp Cap(c),veh/h 252 305 309 229 324 264 456 0 479 350 0 531 V/C Ratio(X) 0.11 0.73 0.74 0.14 0.64 0.22 0.15 0.00 0.83 0.50 0.00 0.49 Avail Cap(c_a),veh/h 576 1213 1229 556 1267 1030 700 0 1455 566 0 1501 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 19.6 23.6 23.6 19.6 23.0 21.2 13.0 0.0 20.4 14.6 0.0 17.3 Incr Delay(d2),s/veh 0.1 1.3 1.3 0.1 0.8 0.2 0.1 0.0 1.5 0.4 0.0 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/Ir0.5 4.9 5.0 0.6 4.4 1.1 0.9 0.0 8.1 2.4 0.0 4.5 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 19.7 24.8 24.9 19.7 23.8 21.3 13.0 0.0 21.8 15.0 0.0 17.5 LnGrp LOS B C C B C C B A C B A B Approach Vol,veh/h 479 300 467 437 Approach Delay,s/veh 24.6 22.9 20.6 16.5 Approach LOS C C C B Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s7.9 16.9 11.0 25.4 8.1 16.7 12.2 24.3 Change Period (Y+Rc),s 6.0 5.5 6.0 6.5 6.0 5.5 6.0 *6.5 Max Green Setting(Gmak4,.a 44.5 14.0 53.5 14.0 44.5 14.0 *54 Max Q Clear Time(g_c+lq,9; 8.8 3.6 9.6 3.0 9.8 6.3 15.9 Green Ext Time(p-c),s 0.0 0.7 0.0 0.8 0.0 1.4 0.1 1.4 Intersection Summary HCM 6th Ctrl Delay 21.1 HCM 6th LOS C Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2027 Background 5: Black Cat Rd & Cherry Ln AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t r Traffic Volume(vph) 26 361 44 30 187 53 61 248 111 164 202 41 Future Volume(vph) 26 361 44 30 187 53 61 248 111 164 202 41 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.95 1.00 0.97 Fit Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1629 3266 1676 1731 1404 1644 1654 1676 1720 Fit Permitted 0.48 1.00 0.33 1.00 1.00 0.60 1.00 0.27 1.00 Satd. Flow(perm) 815 3266 585 1731 1404 1035 1654 482 1720 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 Adj. Flow(vph) 29 401 49 33 208 59 68 276 123 176 217 44 RTOR Reduction(vph) 0 7 0 0 0 45 0 11 0 0 5 0 Lane Group Flow(vph) 29 443 0 33 208 14 68 388 0 176 256 0 Confl. Peds. (#/hr) 2 2 Heavy Vehicles(%) 5% 3% 3% 2% 4% 9% 4% 4% 2% 2% 2% 2% Turn Type pm+pt NA pm+pt NA Perm pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 2 8 4 Actuated Green,G(s) 19.6 16.5 20.0 16.7 16.7 30.0 25.1 42.1 31.2 Effective Green,g(s) 25.6 19.0 26.0 19.2 19.2 36.0 28.1 45.1 34.7 Actuated g/C Ratio 0.32 0.24 0.33 0.24 0.24 0.45 0.35 0.56 0.43 Clearance Time(s) 6.0 5.5 6.0 5.5 5.5 6.0 6.0 6.0 6.5 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 323 776 276 415 337 526 581 488 746 v/s Ratio Prot 0.01 c0.14 c0.01 0.12 0.01 c0.23 c0.07 0.15 vls Ratio Perm 0.02 0.03 0.01 0.05 0.14 v/c Ratio 0.09 0.57 0.12 0.50 0.04 0.13 0.67 0.36 0.34 Uniform Delay,dl 18.9 26.9 18.8 26.2 23.3 12.6 21.9 10.1 15.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.0 0.6 0.1 0.3 0.0 0.0 2.3 0.2 0.1 Delay(s) 19.0 27.5 18.9 26.6 23.3 12.6 24.2 10.3 15.1 Level of Service B C B C C B C B B Approach Delay(s) 27.0 25.1 22.5 13.2 Approach LOS C C C B Intersection Summary HCM 2000 Control Delay 21.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.52 Actuated Cycle Length(s) 79.9 Sum of lost time(s) 12.0 Intersection Capacity Utilization 60.5% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2027 Background 1: Black Cat Rd & Chinden Blvd PM Peak Hour --I. -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t Traffic Volume(veh/h) 104 779 116 245 901 136 137 53 180 125 49 103 Future Volume(veh/h) 104 779 116 245 901 136 137 53 180 125 49 103 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 1744 1772 1772 1701 1772 1772 1772 1772 1716 1716 Adj Flow Rate,veh/h 113 847 126 272 1001 151 152 59 200 129 51 106 Peak Hour Factor 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.90 0.90 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 4 2 2 2 2 2 2 2 6 6 Cap,veh/h 223 1618 710 373 1538 232 281 63 215 189 83 173 Arrive On Green 0.05 0.48 0.48 0.03 0.17 0.17 0.09 0.18 0.18 0.08 0.17 0.17 Sat Flow,vehlh 1688 3367 1478 1688 2934 442 1688 354 1200 1688 496 1032 Grp Volume(v),veh/h 113 847 126 272 574 578 152 0 259 129 0 157 Grp Sat Flow(s),vehlh/In 1688 1683 1478 1688 1683 1692 1688 0 1554 1688 0 1528 Q Serve(g_s),s 5.4 27.9 7.7 12.1 50.8 50.9 11.8 0.0 26.3 10.0 0.0 15.2 Cycle Q Clear(g_c),s 5.4 27.9 7.7 12.1 50.8 50.9 11.8 0.0 26.3 10.0 0.0 15.2 Prop In Lane 1.00 1.00 1.00 0.26 1.00 0.77 1.00 0.68 Lane Grp Cap(c),veh/h 223 1618 710 373 882 887 281 0 278 189 0 256 V/C Ratio(X) 0.51 0.52 0.18 0.73 0.65 0.65 0.54 0.00 0.93 0.68 0.00 0.61 Avail Cap(c_a),veh/h 230 1618 710 464 882 887 377 0 320 304 0 315 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.73 0.73 0.73 0.89 0.89 0.89 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 27.1 28.8 23.6 23.5 52.5 52.5 49.7 0.0 64.7 51.7 0.0 61.8 Incr Delay(d2),s/veh 0.5 0.9 0.4 2.7 3.3 3.3 0.6 0.0 29.1 1.6 0.0 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 3.8 15.6 4.9 8.9 31.3 31.5 8.6 0.0 18.2 7.6 0.0 9.8 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 27.5 29.7 24.0 26.2 55.8 55.9 50.3 0.0 93.7 53.3 0.0 62.6 LnGrp LOS C C C C E E D A F D A E Approach Vol,veh/h 1086 1424 411 286 Approach Delay,s/veh 28.8 50.2 77.7 58.4 Approach LOS C D E E Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 14.4 90.9 20.9 33.8 21.4 83.9 19.1 35.7 Change Period (Y+Rc),s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 8.0 68.0 23.0 33.0 23.0 53.0 23.0 33.0 Max Q Clear Time(g_c+l1),s 7.4 52.9 13.8 17.2 14.1 29.9 12.0 28.3 Green Ext Time(p-c),s 0.0 5.8 0.1 0.4 0.2 5.7 0.1 0.4 Intersection Summary HCM 6th Ctrl Delay 47.2 HCM 6th LOS D Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2027 Background 1: Black Cat Rd & Chinden Blvd PM Peak Hour -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) 104 779 116 245 901 136 137 53 180 125 49 103 Future Volume(vph) 104 779 116 245 901 136 137 53 180 125 49 103 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 12 8 12 12 12 12 12 12 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Frpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.98 1.00 0.88 1.00 0.90 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1676 3353 1471 1676 3287 1676 1560 1676 1512 Flt Permitted 0.17 1.00 1.00 0.23 1.00 0.38 1.00 0.16 1.00 Satd. Flow(perm) 304 3353 1471 414 3287 676 1560 282 1512 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.90 0.90 0.97 0.97 0.97 Adj. Flow(vph) 113 847 126 272 1001 151 152 59 200 129 51 106 RTOR Reduction(vph) 0 0 61 0 6 0 0 83 0 0 51 0 Lane Group Flow(vph) 113 847 65 272 1146 0 152 176 0 129 106 0 Confl. Peds. (#/hr) 1 1 Heavy Vehicles(%) 2% 2% 4% 2% 2% 2% 2% 2% 2% 2% 6% 6% Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 8 4 Actuated Green,G(s) 88.3 78.7 78.7 102.9 86.3 37.0 21.9 35.2 21.0 Effective Green,g(s) 96.3 82.7 82.7 106.9 90.3 45.0 25.9 43.2 25.0 Actuated g/C Ratio 0.60 0.52 0.52 0.67 0.56 0.28 0.16 0.27 0.16 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 3.0 3.0 2.0 3.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 299 1733 760 443 1855 309 252 234 236 v/s Ratio Prot 0.03 0.25 c0.08 c0.35 c0.06 c0.11 c0.06 0.07 v/s Ratio Perm 0.19 0.04 0.33 0.08 0.09 v/c Ratio 0.38 0.49 0.09 0.61 0.62 0.49 0.70 0.55 0.45 Uniform Delay,d1 16.2 25.0 19.5 14.3 23.3 45.9 63.4 47.4 61.2 Progression Factor 1.35 1.28 4.79 2.06 1.79 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.2 0.8 0.2 1.7 1.5 0.5 6.7 1.6 0.5 Delay(s) 22.1 32.8 93.7 31.1 43.3 46.3 70.0 49.0 61.7 Level of Service C C F C D D E D E Approach Delay(s) 38.8 41.0 61.3 56.0 Approach LOS D D E E Intersection Summary HCM 2000 Control Delay 44.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length(s) 160.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 72.3% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th TWSC 2027 Background 2: Black Cat Rd & Ramblin Ct PM Peak Hour Intersection Int Delay,s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations + Traffic Vol,veh/h 11 6 357 19 9 397 Future Vol,veh/h 11 6 357 19 9 397 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 95 95 Heavy Vehicles, % 2 2 2 2 2 3 Mvmt Flow 12 7 397 21 9 418 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 844 408 0 0 418 0 Stage 1 408 - - - - - Stage 2 436 - - - 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 340 643 - 1141 Stage 1 671 - - - Stage 2 724 - - - Platoon blocked,% 1 - Mov Cap-1 Maneuver 337 643 - 1141 Mov Cap-2 Maneuver 470 - - - Stage 1 671 - - Stage 2 719 - - Approach WB NB SIB HCM Control Delay,s 12.2 0 0.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 519 1141 HCM Lane V/C Ratio - 0.036 0.008 HCM Control Delay(s) - 12.2 8.2 HCM Lane LOS - B A HCM 95th%tile Q(veh) - 0.1 0 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th AWSC 2027 Background 3: Black Cat Rd & McMillan Rd PM Peak Hour Intersection Intersection Delay,slveh 177.6 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 99 201 21 95 304 95 50 259 102 57 356 89 Future Vol,veh/h 99 201 21 95 304 95 50 259 102 57 356 89 Peak Hour Factor 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 0.94 0.94 0.94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 5 2 Mvmt Flow 110 223 23 101 323 101 56 288 113 61 379 95 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SIB Opposing Approach WB EB SIB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SIB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SIB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 80.7 218.3 148.6 227 HCM LOS F F F F Lane NBLn1 EBLn1 WBLnl SBLn1 Vol Left, % 12% 31% 19% 11% Vol Thru,% 63% 63% 62% 71% Vol Right,% 25% 7% 19% 18% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 411 321 494 502 LT Vol 50 99 95 57 Through Vol 259 201 304 356 RT Vol 102 21 95 89 Lane Flow Rate 457 357 526 534 Geometry Grp 1 1 1 1 Degree of Util (X) 1.192 0.956 1.378 1.399 Departure Headway(Hd) 11.821 12.788 11.183 11.221 Convergence,Y/N Yes Yes Yes Yes Cap 311 285 331 331 Service Time 9.821 10.788 9.183 9.221 HCM Lane V/C Ratio 1.469 1.253 1.589 1.613 HCM Control Delay 148.6 80.7 218.3 227 HCM Lane LOS F F F F HCM 95th-tile Q 15.9 9.3 22.6 23.2 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2027 Background 4: Black Cat Rd & Ustick Rd II PM Peak Hour --,, -+-- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T* Traffic Volume(veh/h) 42 329 33 125 465 71 55 274 66 46 321 56 Future Volume(veh/h) 42 329 33 125 465 71 55 274 66 46 321 56 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 1688 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 47 366 37 139 517 79 61 304 73 51 357 62 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 8 2 2 2 2 2 2 2 2 2 Cap,veh/h 190 552 56 350 575 88 194 387 93 222 407 71 Arrive On Green 0.04 0.35 0.35 0.07 0.38 0.38 0.04 0.28 0.28 0.04 0.28 0.28 Sat Flow,vehlh 1688 1583 160 1688 1501 229 1688 1380 331 1688 1470 255 Grp Volume(v),veh/h 47 0 403 139 0 596 61 0 377 51 0 419 Grp Sat Flow(s),vehlh/lnl688 0 1743 1688 0 1731 1688 0 1712 1688 0 1725 Q Serve(g_s),s 1.6 0.0 18.1 4.8 0.0 30.0 2.4 0.0 18.8 2.0 0.0 21.5 Cycle Q Clear(g_c),s 1.6 0.0 18.1 4.8 0.0 30.0 2.4 0.0 18.8 2.0 0.0 21.5 Prop In Lane 1.00 0.09 1.00 0.13 1.00 0.19 1.00 0.15 Lane Grp Cap(c),veh/h 190 0 608 350 0 663 194 0 480 222 0 478 V/C Ratio(X) 0.25 0.00 0.66 0.40 0.00 0.90 0.32 0.00 0.79 0.23 0.00 0.88 Avail Cap(c_a),veh/h 381 0 1016 483 0 1009 376 0 831 410 0 819 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 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 22.0 0.0 25.6 19.0 0.0 26.9 24.9 0.0 30.8 24.3 0.0 32.0 Incr Delay(d2),s/veh 0.2 0.0 1.2 0.3 0.0 7.4 0.3 0.0 2.9 0.2 0.0 5.7 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/ld.1 0.0 11.3 3.1 0.0 18.1 1.6 0.0 12.0 1.3 0.0 13.9 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 22.3 0.0 26.8 19.3 0.0 34.3 25.2 0.0 33.7 24.5 0.0 37.6 LnGrp LOS C A C B A C C A C C A D Approach Vol,veh/h 450 735 438 470 Approach Delay,s/veh 26.3 31.4 32.5 36.2 Approach LOS C C C D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s9.5 41.5 10.0 31.7 12.7 38.3 9.7 32.0 Change Period (Y+Rc),s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 *6 Max Green Setting(Gmak4,.9 54.0 14.0 44.0 14.0 54.0 14.0 *45 Max Q Clear Time(g_c+lq,6; 32.0 4.4 23.5 6.8 20.1 4.0 20.8 Green Ext Time(p-c),s 0.0 3.5 0.0 2.2 0.1 2.3 0.0 2.0 Intersection Summary HCM 6th Ctrl Delay 31.6 HCM 6th LOS C Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2027 Background 4: Black Cat Rd & Ustick Rd PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(vph) 42 329 33 125 465 71 55 274 66 46 321 56 Future Volume(vph) 42 329 33 125 465 71 55 274 66 46 321 56 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 2.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.98 1.00 0.97 1.00 0.98 At Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1676 1731 1676 1730 1676 1713 1676 1719 Flt Permitted 0.21 1.00 0.30 1.00 0.23 1.00 0.27 1.00 Satd. Flow(perm) 369 1731 526 1730 402 1713 476 1719 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) 47 366 37 139 517 79 61 304 73 51 357 62 RTOR Reduction(vph) 0 2 0 0 3 0 0 5 0 0 4 0 Lane Group Flow(vph) 47 401 0 139 593 0 61 372 0 51 415 0 Confl. Peds. (#/hr) 1 1 Heavy Vehicles(%) 2% 2% 8% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green,G(s) 46.0 41.2 57.8 47.1 40.3 34.7 38.7 33.4 Effective Green,g(s) 52.0 44.2 60.9 50.1 46.3 37.7 44.7 36.4 Actuated g/C Ratio 0.45 0.38 0.53 0.44 0.40 0.33 0.39 0.32 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 Vehicle Extension(s) 2.0 3.0 2.0 3.0 2.0 3.0 2.0 3.0 Lane Grp Cap(vph) 255 665 415 754 257 562 271 544 v/s Ratio Prot 0.01 0.23 c0.04 c0.34 c0.02 0.22 0.01 c0.24 vls Ratio Perm 0.07 0.14 0.08 0.06 v/c Ratio 0.18 0.60 0.33 0.79 0.24 0.66 0.19 0.76 Uniform Delay,dl 20.2 28.3 16.0 27.8 23.3 33.1 23.6 35.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 1.5 0.2 5.4 0.2 2.9 0.1 6.3 Delay(s) 20.3 29.9 16.1 33.2 23.5 36.0 23.8 41.6 Level of Service C C B C C D C D Approach Delay(s) 28.9 30.0 34.3 39.7 Approach LOS C C C D Intersection Summary HCM 2000 Control Delay 32.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.70 Actuated Cycle Length(s) 114.9 Sum of lost time(s) 12.0 Intersection Capacity Utilization 73.5% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2027 Background 5: Black Cat Rd & Cherry Ln II PM Peak Hour --,, -+-- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) t t r Traffic Volume(veh/h) 50 342 68 147 416 152 60 271 74 104 319 34 Future Volume(veh/h) 50 342 68 147 416 152 60 271 74 104 319 34 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 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 56 380 76 160 452 165 67 301 82 114 351 37 Peak Hour Factor 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 217 687 136 374 519 440 268 355 97 266 419 44 Arrive On Green 0.05 0.25 0.25 0.09 0.29 0.29 0.07 0.26 0.26 0.07 0.27 0.27 Sat Flow,vehlh 1688 2801 555 1688 1772 1502 1688 1340 365 1688 1576 166 Grp Volume(v),veh/h 56 227 229 160 452 165 67 0 383 114 0 388 Grp Sat Flow(s),vehlh/lnl688 1683 1672 1688 1772 1502 1688 0 1705 1688 0 1742 Q Serve(g_s),s 1.8 8.6 8.8 5.1 17.8 6.4 2.0 0.0 15.6 3.5 0.0 15.5 Cycle Q Clear(g_c),s 1.8 8.6 8.8 5.1 17.8 6.4 2.0 0.0 15.6 3.5 0.0 15.5 Prop In Lane 1.00 0.33 1.00 1.00 1.00 0.21 1.00 0.10 Lane Grp Cap(c),veh/h 217 413 410 374 519 440 268 0 452 266 0 463 V/C Ratio(X) 0.26 0.55 0.56 0.43 0.87 0.38 0.25 0.00 0.85 0.43 0.00 0.84 Avail Cap(c_a),veh/h 461 1135 1127 537 1194 1012 475 0 1138 472 0 1150 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 20.6 24.2 24.2 18.3 24.6 20.6 18.7 0.0 25.6 19.4 0.0 25.5 Incr Delay(d2),s/veh 0.2 0.4 0.4 0.3 1.8 0.2 0.2 0.0 1.7 0.4 0.0 1.6 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/ld.1 5.6 5.6 3.1 11.0 3.6 1.3 0.0 9.7 2.2 0.0 9.7 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 20.8 24.6 24.7 18.6 26.5 20.8 18.9 0.0 27.3 19.8 0.0 27.0 LnGrp LOS C C C B C C B A C B A C Approach Vol,veh/h 512 777 450 502 Approach Delay,s/veh 24.2 23.7 26.1 25.4 Approach LOS C C C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s9.4 27.0 11.0 26.0 12.9 23.5 11.1 26.0 Change Period (Y+Rc),s 6.0 5.5 6.0 6.5 6.0 5.5 6.0 *6.5 Max Green Setting(Gmak4,.9 49.5 14.0 48.5 14.0 49.5 14.0 *49 Max Q Clear Time(g_c+lq,8; 19.8 4.0 17.5 7.1 10.8 5.5 17.6 Green Ext Time(p-c),s 0.0 1.7 0.0 1.3 0.1 1.5 0.1 1.3 Intersection Summary HCM 6th Ctrl Delay 24.7 HCM 6th LOS C Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2027 Background 5: Black Cat Rd & Cherry Ln PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t r Traffic Volume(vph) 50 342 68 147 416 152 60 271 74 104 319 34 Future Volume(vph) 50 342 68 147 416 152 60 271 74 104 319 34 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 1.00 0.85 1.00 0.97 1.00 0.99 Fit Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1676 3269 1676 1765 1500 1676 1703 1676 1739 Fit Permitted 0.29 1.00 0.33 1.00 1.00 0.36 1.00 0.25 1.00 Satd. Flow(perm) 509 3269 578 1765 1500 637 1703 442 1739 Peak-hour factor, PHF 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 0.91 0.91 0.91 Adj. Flow(vph) 56 380 76 160 452 165 67 301 82 114 351 37 RTOR Reduction(vph) 0 12 0 0 0 96 0 7 0 0 3 0 Lane Group Flow(vph) 56 444 0 160 452 69 67 376 0 114 385 0 Confl. Peds. (#/hr) 2 2 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 2 8 4 Actuated Green,G(s) 32.8 27.5 44.9 33.6 33.6 35.2 29.7 43.3 33.5 Effective Green,g(s) 38.8 30.0 47.9 36.1 36.1 41.2 32.7 48.0 37.0 Actuated g/C Ratio 0.38 0.29 0.47 0.35 0.35 0.40 0.32 0.47 0.36 Clearance Time(s) 6.0 5.5 6.0 5.5 5.5 6.0 6.0 6.0 6.5 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 288 962 426 625 531 344 546 363 631 v/s Ratio Prot 0.02 0.14 c0.05 c0.26 0.02 c0.22 c0.04 0.22 v/s Ratio Perm 0.06 0.12 0.05 0.06 0.11 v/c Ratio 0.19 0.46 0.38 0.72 0.13 0.19 0.69 0.31 0.61 Uniform Delay,d1 21.1 29.4 16.6 28.6 22.3 19.4 30.2 17.2 26.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 0.1 0.2 3.5 0.0 0.1 2.9 0.2 1.2 Delay(s) 21.2 29.5 16.8 32.1 22.3 19.5 33.1 17.4 27.8 Level of Service C C B C C B C B C Approach Delay(s) 28.6 26.8 31.0 25.4 Approach LOS C C C C Intersection Summary HCM 2000 Control Delay 27.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length(s) 101.9 Sum of lost time(s) 12.0 Intersection Capacity Utilization 67.0% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 1: Black Cat Rd & Chinden Blvd 2027 Background AIM Peak Hour --I. -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t t r Traffic Volume(veh/h) 65 789 123 135 489 72 171 39 283 90 32 47 Future Volume(veh/h) 65 789 123 135 489 72 171 39 283 90 32 47 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 1632 1772 1758 1772 1758 1647 1730 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 72 877 137 150 543 80 190 43 314 100 36 52 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 2 3 2 3 6 5 2 2 2 2 2 Cap,veh/h 473 1714 758 328 1557 229 345 370 399 311 116 168 Arrive On Green 0.03 0.51 0.51 0.11 1.00 1.00 0.08 0.21 0.21 0.05 0.18 0.18 Sat Flow,vehlh 1554 3367 1490 1688 2922 429 1647 1772 1502 1688 655 946 Grp Volume(v),veh/h 72 877 137 150 310 313 190 43 314 100 0 88 Grp Sat Flow(s),vehlh/In 1554 1683 1490 1688 1670 1681 1647 1772 1502 1688 0 1602 Q Serve(g_s),s 3.6 27.7 8.0 7.0 0.0 0.0 13.0 3.1 31.1 7.8 0.0 7.7 Cycle Q Clear(g_c),s 3.6 27.7 8.0 7.0 0.0 0.0 13.0 3.1 31.1 7.8 0.0 7.7 Prop In Lane 1.00 1.00 1.00 0.26 1.00 1.00 1.00 0.59 Lane Grp Cap(c),veh/h 473 1714 758 328 890 896 345 370 399 311 0 284 V/C Ratio(X) 0.15 0.51 0.18 0.46 0.35 0.35 0.55 0.12 0.79 0.32 0.00 0.31 Avail Cap(c_a),veh/h 498 1714 758 422 890 896 345 421 442 311 0 330 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.73 0.73 0.73 0.89 0.89 0.89 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 17.6 26.1 21.2 18.6 0.0 0.0 51.0 51.3 54.5 50.8 0.0 57.3 Incr Delay(d2),s/veh 0.0 0.8 0.4 0.3 1.0 1.0 1.1 0.1 7.2 0.2 0.0 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 2.2 15.3 5.1 4.3 0.4 0.4 1.7 2.5 18.1 5.9 0.0 5.6 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 17.6 26.9 21.6 18.9 1.0 1.0 52.1 51.4 61.7 51.0 0.0 57.5 LnGrp LOS B C C B A A D D E D A E Approach Vol,veh/h 1086 773 547 188 Approach Delay,s/veh 25.6 4.4 57.6 54.0 Approach LOS C A E D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 12.3 92.3 20.0 35.4 16.1 88.5 15.0 40.4 Change Period (Y+Rc),s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 8.0 78.0 13.0 33.0 18.0 68.0 8.0 38.0 Max Q Clear Time(g_c+l1),s 5.6 2.0 15.0 9.7 9.0 29.7 9.8 33.1 Green Ext Time(p-c),s 0.0 3.5 0.0 0.2 0.1 6.6 0.0 0.3 Intersection Summary HCM 6th Ctrl Delay 28.1 HCM 6th LOS C Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July,2023 CR Engineering, Inc. HCM2000 Intersection V/C Mitigation 1: Black Cat Rd & Chinden Blvd 2027 Background AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t t r Traffic Volume(vph) 65 789 123 135 489 72 171 39 283 90 32 47 Future Volume(vph) 65 789 123 135 489 72 171 39 283 90 32 47 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 12 8 12 12 12 12 12 12 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.98 1.00 1.00 0.85 1.00 0.91 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1527 3353 1485 1676 3244 1629 1765 1500 1676 1608 Flt Permitted 0.38 1.00 1.00 0.25 1.00 0.41 1.00 1.00 0.73 1.00 Satd. Flow(perm) 616 3353 1485 439 3244 697 1765 1500 1286 1608 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) 72 877 137 150 543 80 190 43 314 100 36 52 RTOR Reduction(vph) 0 0 56 0 6 0 0 0 112 0 38 0 Lane Group Flow(vph) 72 877 81 150 617 0 190 43 202 100 50 0 Heavy Vehicles(%) 12% 2% 3% 2% 3% 6% 5% 2% 2% 2% 2% 2% Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 1 6 5 2 3 8 5 7 4 Permitted Phases 6 6 2 8 8 4 Actuated Green,G(s) 97.4 90.4 90.4 104.4 93.9 35.6 15.3 25.8 26.6 10.8 Effective Green,g(s) 105.4 94.4 94.4 111.9 97.9 42.1 19.3 33.8 34.6 14.8 Actuated g/C Ratio 0.66 0.59 0.59 0.70 0.61 0.26 0.12 0.21 0.22 0.09 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 3.0 3.0 2.0 3.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 468 1978 876 419 1984 324 212 345 326 148 v/s Ratio Prot 0.01 c0.26 0.03 0.19 c0.09 0.02 c0.05 0.04 0.03 v/s Ratio Perm 0.09 0.05 0.22 0.07 0.08 0.03 v/c Ratio 0.15 0.44 0.09 0.36 0.31 0.59 0.20 0.59 0.31 0.34 Uniform Delay,d1 10.0 18.2 14.2 10.1 14.9 49.4 63.4 56.8 52.3 68.0 Progression Factor 0.81 0.87 3.99 1.19 0.71 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.0 0.6 0.2 0.2 0.4 1.7 0.2 1.6 0.2 0.5 Delay(s) 8.1 16.5 57.0 12.2 10.9 51.1 63.6 58.4 52.5 68.5 Level of Service A B E B B D E E D E Approach Delay(s) 21.0 11.2 56.3 60.0 Approach LOS C B E E Intersection Summary HCM 2000 Control Delay 28.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.52 Actuated Cycle Length(s) 160.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 57.6% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July,2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 1: Black Cat Rd & Chinden Blvd 2027 Background PM Peak Hour --I. -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t t r Traffic Volume(veh/h) 104 779 116 245 901 136 137 53 180 125 49 103 Future Volume(veh/h) 104 779 116 245 901 136 137 53 180 125 49 103 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 1744 1772 1772 1701 1772 1772 1772 1772 1716 1716 Adj Flow Rate,veh/h 116 866 129 272 1001 151 152 59 200 139 54 114 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 4 2 2 2 2 2 2 2 6 6 Cap,veh/h 240 1752 769 387 1643 248 225 243 331 306 64 135 Arrive On Green 0.04 0.52 0.52 0.03 0.18 0.18 0.09 0.14 0.14 0.08 0.13 0.13 Sat Flow,vehlh 1688 3367 1478 1688 2934 442 1688 1772 1498 1688 491 1036 Grp Volume(v),veh/h 116 866 129 272 574 578 152 59 200 139 0 168 Grp Sat Flow(s),vehlh/In 1688 1683 1478 1688 1683 1692 1688 1772 1498 1688 0 1526 Q Serve(g_s),s 5.1 26.6 7.3 11.2 50.1 50.2 12.3 4.8 19.2 11.3 0.0 17.2 Cycle Q Clear(g_c),s 5.1 26.6 7.3 11.2 50.1 50.2 12.3 4.8 19.2 11.3 0.0 17.2 Prop In Lane 1.00 1.00 1.00 0.26 1.00 1.00 1.00 0.68 Lane Grp Cap(c),veh/h 240 1752 769 387 943 948 225 243 331 306 0 199 V/C Ratio(X) 0.48 0.49 0.17 0.70 0.61 0.61 0.68 0.24 0.60 0.45 0.00 0.85 Avail Cap(c_a),veh/h 250 1752 769 488 943 948 315 365 435 408 0 315 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.73 0.73 0.73 0.89 0.89 0.89 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 24.1 24.8 20.2 20.3 49.1 49.1 54.5 61.6 56.0 53.9 0.0 68.0 Incr Delay(d2),s/veh 0.4 0.7 0.3 1.8 2.6 2.6 1.3 0.2 0.7 0.4 0.0 6.4 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 3.5 14.8 4.6 8.2 30.7 30.9 9.0 3.8 11.6 8.3 0.0 11.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 24.6 25.5 20.5 22.1 51.7 51.8 55.8 61.8 56.7 54.3 0.0 74.4 LnGrp LOS C C C C D D E E E D A E Approach Vol,veh/h 1111 1424 411 307 Approach Delay,s/veh 24.8 46.1 57.1 65.3 Approach LOS C D E E Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 14.1 96.6 21.4 27.8 20.4 90.3 20.4 28.9 Change Period (Y+Rc),s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 8.0 68.0 23.0 33.0 23.0 53.0 23.0 33.0 Max Q Clear Time(g_c+l1),s 7.1 52.2 14.3 19.2 13.2 28.6 13.3 21.2 Green Ext Time(p-c),s 0.0 6.0 0.1 0.4 0.3 5.9 0.1 0.4 Intersection Summary HCM 6th Ctrl Delay 42.0 HCM 6th LOS D Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July,2023 CR Engineering, Inc. HCM2000 Intersection V/C Mitigation 1: Black Cat Rd & Chinden Blvd 2027 Background PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t t r Traffic Volume(vph) 104 779 116 245 901 136 137 53 180 125 49 103 Future Volume(vph) 104 779 116 245 901 136 137 53 180 125 49 103 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 12 8 12 12 12 12 12 12 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.98 1.00 1.00 0.85 1.00 0.90 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1676 3353 1471 1676 3287 1676 1765 1500 1676 1511 Flt Permitted 0.18 1.00 1.00 0.23 1.00 0.34 1.00 1.00 0.59 1.00 Satd. Flow(perm) 314 3353 1471 412 3287 606 1765 1500 1033 1511 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) 116 866 129 272 1001 151 152 59 200 139 54 114 RTOR Reduction(vph) 0 0 60 0 6 0 0 0 149 0 54 0 Lane Group Flow(vph) 116 866 69 272 1146 0 152 59 51 139 114 0 Confl. Peds. (#/hr) 1 1 Heavy Vehicles(%) 2% 2% 4% 2% 2% 2% 2% 2% 2% 2% 6% 6% Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 1 6 5 2 3 8 5 7 4 Permitted Phases 6 6 2 8 8 4 Actuated Green,G(s) 91.3 81.4 81.4 105.7 88.8 31.1 15.2 32.5 35.5 17.4 Effective Green,g(s) 99.3 85.4 85.4 109.7 92.8 39.1 19.2 40.5 43.5 21.4 Actuated g/C Ratio 0.62 0.53 0.53 0.69 0.58 0.24 0.12 0.25 0.27 0.13 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 3.0 3.0 2.0 3.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 313 1789 785 450 1906 281 211 407 369 202 v/s Ratio Prot 0.03 0.26 c0.08 0.35 c0.07 0.03 0.02 c0.05 c0.08 v/s Ratio Perm 0.20 0.05 c0.33 0.06 0.02 0.05 v/c Ratio 0.37 0.48 0.09 0.60 0.60 0.54 0.28 0.12 0.38 0.57 Uniform Delay,d1 14.8 23.4 18.2 13.2 21.7 50.5 64.1 46.1 46.3 64.9 Progression Factor 1.40 1.29 4.55 2.13 1.86 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.2 0.8 0.2 1.5 1.4 1.1 0.3 0.1 0.2 2.2 Delay(s) 20.9 31.0 83.1 29.7 41.6 51.7 64.4 46.1 46.5 67.1 Level of Service C C F C D D E D D E Approach Delay(s) 36.0 39.4 50.8 57.8 Approach LOS D D D E Intersection Summary HCM 2000 Control Delay 41.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length(s) 160.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July,2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 3: Black Cat Rd & McMillan Rd II 2027 Background AM Peak Hour --1. -+-- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T* Traffic Volume(veh/h) 89 288 23 48 240 32 21 270 92 69 213 96 Future Volume(veh/h) 89 288 23 48 240 32 21 270 92 69 213 96 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 1758 1772 1772 1772 1772 1772 1716 1758 1772 1758 1758 1772 Adj Flow Rate,veh/h 99 320 26 53 267 36 23 300 102 77 237 107 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, % 3 2 2 2 2 2 6 3 2 3 3 2 Cap,veh/h 298 401 33 261 352 48 308 366 125 282 372 168 Arrive On Green 0.07 0.25 0.25 0.05 0.23 0.23 0.03 0.29 0.29 0.06 0.32 0.32 Sat Flow,vehlh 1674 1617 131 1688 1529 206 1634 1255 427 1674 1147 518 Grp Volume(v),veh/h 99 0 346 53 0 303 23 0 402 77 0 344 Grp Sat Flow(s),vehlh/lnl674 0 1748 1688 0 1735 1634 0 1681 1674 0 1665 Q Serve(g_s),s 2.8 0.0 11.6 1.5 0.0 10.2 0.6 0.0 13.9 2.0 0.0 11.0 Cycle Q Clear(g_c),s 2.8 0.0 11.6 1.5 0.0 10.2 0.6 0.0 13.9 2.0 0.0 11.0 Prop In Lane 1.00 0.08 1.00 0.12 1.00 0.25 1.00 0.31 Lane Grp Cap(c),veh/h 298 0 434 261 0 400 308 0 491 282 0 540 V/C Ratio(X) 0.33 0.00 0.80 0.20 0.00 0.76 0.07 0.00 0.82 0.27 0.00 0.64 Avail Cap(c_a),veh/h 590 0 1373 586 0 1363 658 0 1321 586 0 1308 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 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 17.3 0.0 22.0 17.7 0.0 22.4 15.4 0.0 20.5 15.4 0.0 17.9 Incr Delay(d2),s/veh 0.6 0.0 3.4 0.4 0.0 3.0 0.1 0.0 3.4 0.5 0.0 1.3 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/ld.7 0.0 7.8 0.9 0.0 6.9 0.4 0.0 8.6 1.1 0.0 6.5 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 18.0 0.0 25.4 18.1 0.0 25.3 15.5 0.0 24.0 16.0 0.0 19.2 LnGrp LOS B A C B A C B A C B A B Approach Vol,veh/h 445 356 425 421 Approach Delay,s/veh 23.7 24.3 23.5 18.6 Approach LOS C C C B Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s9.1 20.4 6.6 26.3 8.0 21.5 8.7 24.2 Change Period (Y+Rc),s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting(Gmat$,.a 49.0 15.0 49.0 15.0 49.0 15.0 49.0 Max Q Clear Time(g_c+l1 ,8; 12.2 2.6 13.0 3.5 13.6 4.0 15.9 Green Ext Time(p-c),s 0.1 1.6 0.0 2.0 0.1 1.9 0.1 2.3 Intersection Summary HCM 6th Ctrl Delay 22.5 HCM 6th LOS C Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July,2023 CR Engineering, Inc. HCM2000 Intersection V/C Mitigation 3: Black Cat Rd & McMillan Rd 2027 Background AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(vph) 89 288 23 48 240 32 21 270 92 69 213 96 Future Volume(vph) 89 288 23 48 240 32 21 270 92 69 213 96 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.98 1.00 0.96 1.00 0.95 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1660 1745 1676 1733 1613 1685 1660 1671 Flt Permitted 0.32 1.00 0.38 1.00 0.47 1.00 0.26 1.00 Satd. Flow(perm) 558 1745 677 1733 791 1685 462 1671 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) 99 320 26 53 267 36 23 300 102 77 237 107 RTOR Reduction(vph) 0 2 0 0 4 0 0 8 0 0 10 0 Lane Group Flow(vph) 99 344 0 53 299 0 23 394 0 77 334 0 Heavy Vehicles(%) 3% 2% 2% 2% 2% 2% 6% 3% 2% 3% 3% 2% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green,G(s) 38.5 28.8 31.3 25.2 32.6 30.4 42.7 35.5 Effective Green,g(s) 41.9 31.8 35.3 28.2 36.6 33.4 44.7 38.5 Actuated g/C Ratio 0.44 0.34 0.37 0.30 0.39 0.35 0.47 0.41 Clearance Time(s) 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 383 586 338 516 342 594 336 680 v/s Ratio Prot c0.03 c0.20 0.01 0.17 0.00 c0.23 c0.02 c0.20 v/s Ratio Perm 0.08 0.05 0.02 0.09 v/c Ratio 0.26 0.59 0.16 0.58 0.07 0.66 0.23 0.49 Uniform Delay,d1 16.7 26.0 19.6 28.2 18.2 25.9 15.6 20.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.4 1.5 0.2 1.7 0.1 2.8 0.4 0.6 Delay(s) 17.0 27.5 19.8 29.8 18.3 28.6 15.9 21.3 Level of Service B C B C B C B C Approach Delay(s) 25.2 28.3 28.1 20.4 Approach LOS C C C C Intersection Summary HCM 2000 Control Delay 25.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length(s) 94.6 Sum of lost time(s) 12.0 Intersection Capacity Utilization 60.0% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July,2023 CR Engineering, Inc. HCM 6th Roundabout Mitigation 3: Black Cat Rd & McMillan Rd 2027 Background AM Peak Hour Intersection Intersection Delay,s/veh 10.1 Intersection LOS B Approach EB WB NB SIB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow,veh/h 445 356 425 421 Demand Flow Rate,veh/h 455 363 437 432 Vehicles Circulating,veh/h 377 435 507 350 Vehicles Exiting,veh/h 405 509 325 448 Ped Vol Crossing Leg,#/h 0 0 1 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay,s/veh 10.0 9.1 12.1 9.1 Approach LOS A A B A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway,s 2.609 2.609 2.609 2.609 Critical Headway,s 4.976 4.976 4.976 4.976 Entry Flow,veh/h 455 363 437 432 Cap Entry Lane,veh/h 939 885 823 966 Entry HV Adj Factor 0.977 0.980 0.973 0.974 Flow Entry,veh/h 445 356 425 421 Cap Entry,veh/h 918 868 800 941 V/C Ratio 0.484 0.410 0.531 0.447 Control Delay,s/veh 10.0 9.1 12.1 9.1 LOS A A B A 95th%tile Queue,veh 3 2 3 2 Blayden Subdivision-Meridian, Idaho HCM 6th Roundabout Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 3: Black Cat Rd & McMillan Rd 2027 Background PM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(veh/h) 99 201 21 95 304 95 50 259 102 57 356 89 Future Volume(veh/h) 99 201 21 95 304 95 50 259 102 57 356 89 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 1772 1772 1772 1772 1730 1772 Adj Flow Rate,veh/h 110 223 23 106 338 106 56 288 113 63 396 99 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 2 2 2 2 2 2 2 2 5 2 Cap,veh/h 242 478 49 402 388 122 207 404 159 284 449 112 Arrive On Green 0.06 0.30 0.30 0.06 0.30 0.30 0.04 0.33 0.33 0.05 0.34 0.34 Sat Flow,vehlh 1688 1579 163 1688 1293 405 1688 1211 475 1688 1336 334 Grp Volume(v),veh/h 110 0 246 106 0 444 56 0 401 63 0 495 Grp Sat Flow(s),vehlh/In 1688 0 1742 1688 0 1698 1688 0 1686 1688 0 1670 Q Serve(g_s),s 3.8 0.0 9.8 3.7 0.0 21.3 1.8 0.0 17.8 2.1 0.0 24.0 Cycle Q Clear(g_c),s 3.8 0.0 9.8 3.7 0.0 21.3 1.8 0.0 17.8 2.1 0.0 24.0 Prop In Lane 1.00 0.09 1.00 0.24 1.00 0.28 1.00 0.20 Lane Grp Cap(c),veh/h 242 0 527 402 0 510 207 0 563 284 0 561 V/C Ratio(X) 0.45 0.00 0.47 0.26 0.00 0.87 0.27 0.00 0.71 0.22 0.00 0.88 Avail Cap(c_a),veh/h 429 0 995 592 0 970 430 0 963 503 0 954 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 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 21.5 0.0 24.3 19.2 0.0 28.4 20.8 0.0 25.0 19.2 0.0 26.9 Incr Delay(d2),s/veh 1.3 0.0 0.6 0.3 0.0 4.7 0.7 0.0 1.7 0.4 0.0 5.4 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 2.6 0.0 6.8 2.4 0.0 13.2 1.2 0.0 10.9 1.4 0.0 14.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 22.8 0.0 25.0 19.5 0.0 33.2 21.5 0.0 26.7 19.6 0.0 32.3 LnGrp LOS C A C B A C C A C B A C Approach Vol,veh/h 356 550 457 558 Approach Delay,s/veh 24.3 30.5 26.0 30.8 Approach LOS C C C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 10.5 31.8 8.7 34.8 10.3 31.9 8.9 34.6 Change Period (Y+Rc),s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting(Gmax),s 15.0 49.0 15.0 49.0 15.0 49.0 15.0 49.0 Max Q Clear Time(g_c+l1),s 5.8 23.3 3.8 26.0 5.7 11.8 4.1 19.8 Green Ext Time(p-c),s 0.1 2.5 0.1 2.8 0.1 1.3 0.1 2.3 Intersection Summary HCM 6th Ctrl Delay 28.4 HCM 6th LOS C Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July,2023 CR Engineering, Inc. HCM2000 Intersection V/C Mitigation 3: Black Cat Rd & McMillan Rd 2027 Background PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(vph) 99 201 21 95 304 95 50 259 102 57 356 89 Future Volume(vph) 99 201 21 95 304 95 50 259 102 57 356 89 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.96 1.00 0.96 1.00 0.97 At Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1676 1740 1676 1692 1676 1690 1676 1672 Flt Permitted 0.22 1.00 0.46 1.00 0.20 1.00 0.29 1.00 Satd. Flow(perm) 384 1740 815 1692 358 1690 521 1672 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) 110 223 23 106 338 106 56 288 113 63 396 99 RTOR Reduction(vph) 0 3 0 0 8 0 0 9 0 0 6 0 Lane Group Flow(vph) 110 243 0 106 436 0 56 392 0 63 489 0 Confl. Peds. (#/hr) 1 1 Heavy Vehicles(%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 5% 2% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green,G(s) 45.8 35.3 46.0 35.4 44.4 38.4 45.4 38.9 Effective Green,g(s) 49.8 38.3 50.0 38.4 48.4 41.4 49.4 41.9 Actuated g/C Ratio 0.44 0.34 0.44 0.34 0.43 0.37 0.44 0.37 Clearance Time(s) 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 312 590 457 576 247 620 315 621 v/s Ratio Prot c0.04 0.14 0.03 c0.26 c0.02 0.23 0.02 c0.29 vls Ratio Perm 0.12 0.08 0.08 0.07 v/c Ratio 0.35 0.41 0.23 0.76 0.23 0.63 0.20 0.79 Uniform Delay,dl 21.1 28.6 19.1 33.1 21.6 29.4 20.0 31.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.7 0.5 0.3 5.6 0.5 2.1 0.3 6.6 Delay(s) 21.8 29.1 19.3 38.7 22.1 31.5 20.4 38.1 Level of Service C C B D C C C D Approach Delay(s) 26.8 35.0 30.4 36.1 Approach LOS C C C D Intersection Summary HCM 2000 Control Delay 32.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.68 Actuated Cycle Length(s) 112.8 Sum of lost time(s) 12.0 Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July,2023 CR Engineering, Inc. HCM 6th Roundabout Mitigation 3: Black Cat Rd & McMillan Rd 2027 Background PM Peak Hour Intersection Intersection Delay,s/veh 14.4 Intersection LOS B Approach EB WB NB SIB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow,veh/h 356 550 457 558 Demand Flow Rate,veh/h 362 561 466 581 Vehicles Circulating,veh/h 588 463 403 510 Vehicles Exiting,veh/h 503 406 547 514 Ped Vol Crossing Leg,#/h 0 0 0 1 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay,s/veh 11.6 15.1 10.6 18.4 Approach LOS B C B C Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway,s 2.609 2.609 2.609 2.609 Critical Headway,s 4.976 4.976 4.976 4.976 Entry Flow,veh/h 362 561 466 581 Cap Entry Lane,veh/h 758 861 915 820 Entry HV Adj Factor 0.982 0.981 0.981 0.961 Flow Entry,veh/h 356 550 457 558 Cap Entry,veh/h 744 844 898 788 V/C Ratio 0.478 0.652 0.509 0.708 Control Delay,s/veh 11.6 15.1 10.6 18.4 LOS B C B C 95th%tile Queue,veh 3 5 3 6 Blayden Subdivision-Meridian, Idaho HCM 6th Roundabout Traffic Impact Study-July 2023 CR Engineering, Inc. Traffic Impact Study Blayden Subdivision July 2023 Meridian, Idaho APPENDIX H: 2027 TOTAL SYNCHRO OUTPUTS §jENGflVMWG,INC. H HCM 6th Signalized Intersection Summary 2027 Total 1: Black Cat Rd & Chinden Blvd AIM Peak Hour --I. -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t Traffic Volume(veh/h) 65 789 144 189 489 72 194 46 342 90 38 47 Future Volume(veh/h) 65 789 144 189 489 72 194 46 342 90 38 47 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 1632 1772 1758 1772 1758 1647 1730 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 69 839 153 210 543 80 209 49 368 100 42 52 Peak Hour Factor 0.94 0.94 0.94 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Percent Heavy Veh, % 12 2 3 2 3 6 5 2 2 2 2 2 Cap,veh/h 404 1379 610 303 1327 195 442 51 384 145 182 226 Arrive On Green 0.04 0.41 0.41 0.16 0.91 0.91 0.08 0.28 0.28 0.05 0.25 0.25 Sat Flow,vehlh 1554 3367 1490 1688 2922 429 1647 180 1349 1688 720 891 Grp Volume(v),veh/h 69 839 153 210 310 313 209 0 417 100 0 94 Grp Sat Flow(s),vehlh/In 1554 1683 1490 1688 1670 1681 1647 0 1529 1688 0 1611 Q Serve(g_s),s 4.1 31.4 10.8 12.0 4.3 4.4 13.0 0.0 42.9 7.0 0.0 7.4 Cycle Q Clear(g_c),s 4.1 31.4 10.8 12.0 4.3 4.4 13.0 0.0 42.9 7.0 0.0 7.4 Prop In Lane 1.00 1.00 1.00 0.26 1.00 0.88 1.00 0.55 Lane Grp Cap(c),veh/h 404 1379 610 303 759 763 442 0 435 145 0 408 V/C Ratio(X) 0.17 0.61 0.25 0.69 0.41 0.41 0.47 0.00 0.96 0.69 0.00 0.23 Avail Cap(c_a),veh/h 425 1379 610 303 759 763 442 0 459 145 0 433 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.73 0.73 0.73 0.89 0.89 0.89 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 25.7 37.2 31.1 25.5 4.2 4.2 41.8 0.0 56.4 46.2 0.0 47.4 Incr Delay(d2),s/veh 0.1 1.5 0.7 5.0 1.4 1.5 0.3 0.0 30.5 11.1 0.0 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 2.7 17.7 6.8 7.5 2.5 2.5 1.5 0.0 27.2 6.0 0.0 5.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 25.7 38.6 31.8 30.5 5.6 5.6 42.1 0.0 86.9 57.4 0.0 47.5 LnGrp LOS C D C C A A D A F E A D Approach Vol,veh/h 1061 833 626 194 Approach Delay,s/veh 36.8 11.9 71.9 52.6 Approach LOS D B E D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 12.8 79.7 20.0 47.5 20.0 72.5 15.0 52.5 Change Period (Y+Rc),s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 8.0 68.0 13.0 43.0 13.0 63.0 8.0 48.0 Max Q Clear Time(g_c+l1),s 6.1 6.4 15.0 9.4 14.0 33.4 9.0 44.9 Green Ext Time(p-c),s 0.0 3.5 0.0 0.3 0.0 6.1 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 38.4 HCM 6th LOS D Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2027 Total 1: Black Cat Rd & Chinden Blvd AIM Peak Hour -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) 65 789 144 189 489 72 194 46 342 90 38 47 Future Volume(vph) 65 789 144 189 489 72 194 46 342 90 38 47 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 12 8 12 12 12 12 12 12 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.98 1.00 0.87 1.00 0.92 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1527 3353 1485 1676 3244 1629 1531 1676 1618 Flt Permitted 0.38 1.00 1.00 0.24 1.00 0.52 1.00 0.16 1.00 Satd. Flow(perm) 603 3353 1485 418 3244 886 1531 275 1618 Peak-hour factor, PHF 0.94 0.94 0.94 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Adj. Flow(vph) 69 839 153 210 543 80 209 49 368 100 42 52 RTOR Reduction(vph) 0 0 74 0 6 0 0 166 0 0 33 0 Lane Group Flow(vph) 69 839 79 210 617 0 209 251 0 100 61 0 Heavy Vehicles(%) 12% 2% 3% 2% 3% 6% 5% 2% 2% 2% 2% 2% Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 8 4 Actuated Green,G(s) 86.1 78.5 78.5 96.3 83.6 47.8 28.9 33.6 21.7 Effective Green,g(s) 94.1 82.5 82.5 102.2 87.6 51.8 32.9 41.6 25.7 Actuated g/C Ratio 0.59 0.52 0.52 0.64 0.55 0.32 0.21 0.26 0.16 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 3.0 3.0 2.0 3.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 421 1728 765 398 1776 394 314 210 259 v/s Ratio Prot 0.01 0.25 c0.06 0.19 c0.08 c0.16 0.05 0.04 vls Ratio Perm 0.08 0.05 c0.28 0.10 0.08 v/c Ratio 0.16 0.49 0.10 0.53 0.35 0.53 0.80 0.48 0.24 Uniform Delay,dl 14.4 25.0 19.8 15.0 20.2 42.2 60.4 48.1 58.6 Progression Factor 0.97 0.93 1.97 1.77 0.66 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 0.8 0.2 0.5 0.5 0.7 12.4 0.6 0.2 Delay(s) 14.0 24.1 39.2 27.1 13.9 42.9 72.9 48.8 58.8 Level of Service B C D C B D E D E Approach Delay(s) 25.6 17.2 62.8 53.6 Approach LOS C B E D Intersection Summary HCM 2000 Control Delay 33.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length(s) 160.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 77.5% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th TWSC 2027 Total 2: Black Cat Rd & Ramblin St/Ramblin Ct AM Peak Hour Intersection Int Delay,s/veh 7.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 89 5 140 11 4 17 128 514 12 4 344 81 Future Vol,veh/h 89 5 140 11 4 17 128 514 12 4 344 81 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 - - 50 - 50 - 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, % 2 2 2 2 2 6 2 3 10 2 2 2 Mvmt Flow 99 6 156 12 4 19 142 571 13 4 382 90 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1308 1303 427 1378 1342 578 472 0 0 584 0 0 Stage 1 435 435 - 862 862 - - - - - - - Stage 2 873 868 - 516 480 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.26 4.12 - 4.12 - 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 3.518 4.018 3.318 3.518 4.018 3.354 2.218 2.218 - Pot Cap-1 Maneuver 113 132 747 97 123 508 1093 - 991 - Stage 1 698 622 - 350 372 - - - - - Stage 2 345 370 - 612 586 - - - - - Platoon blocked,% 1 1 1 1 1 1 - - Mov Cap-1 Maneuver —96 114 747 68 106 508 1093 - 991 - Mov Cap-2 Maneuver 212 237 - 177 217 - - - - - Stage 1 607 620 - 305 324 - - - Stage 2 285 322 - 478 584 - - - Approach EB WB NB SIB HCM Control Delay,s 34.3 19.7 1.7 0.1 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1093 - 372 281 991 - HCM Lane V/C Ratio 0.13 - 0.699 0.127 0.004 - HCM Control Delay(s) 8.8 - 34.3 19.7 8.6 - HCM Lane LOS A - D C A - HCM 95th%tile Q(veh) 0.4 - 5.1 0.4 0 - Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th AWSC 2027 Total 3: Black Cat Rd & McMillan Rd AM Peak Hour Intersection Intersection Delay,slveh 205.6 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 100 288 23 48 240 53 21 366 92 92 318 108 Future Vol,veh/h 100 288 23 48 240 53 21 366 92 92 318 108 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 Heavy Vehicles, % 3 2 2 2 2 2 6 3 2 3 3 2 Mvmt Flow 111 320 26 53 267 59 23 407 102 102 353 120 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SIB Opposing Approach WB EB SIB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SIB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SIB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 163.6 95.4 237.5 282.1 HCM LOS F F F F Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 4% 24% 14% 18% Vol Thru,% 76% 70% 70% 61% Vol Right,% 19% 6% 16% 21% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 479 411 341 518 LT Vol 21 100 48 92 Through Vol 366 288 240 318 RT Vol 92 23 53 108 Lane Flow Rate 532 457 379 576 Geometry Grp 1 1 1 1 Degree of Util (X) 1.418 1.226 1.007 1.528 Departure Headway(Hd) 11.984 12.466 13.28 11.62 Convergence,Y/N Yes Yes Yes Yes Cap 309 297 277 317 Service Time 9.984 10.466 11.28 9.62 HCM Lane V/C Ratio 1.722 1.539 1.368 1.817 HCM Control Delay 237.5 163.6 95.4 282.1 HCM Lane LOS F F F F HCM 95th-tile Q 22.7 16.3 10.2 27 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2027 Total 4: Black Cat Rd & Ustick Rd II AM Peak Hour --,, -+-- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T* Traffic Volume(veh/h) 80 482 37 42 488 52 39 302 85 82 243 59 Future Volume(veh/h) 80 482 37 42 488 52 39 302 85 82 243 59 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 1744 1716 1758 1702 1674 1744 1744 1758 1758 1772 Adj Flow Rate,veh/h 87 524 40 47 542 58 43 336 94 91 270 66 Peak Hour Factor 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 4 6 3 7 9 4 4 3 3 2 Cap,veh/h 191 637 49 212 594 64 257 375 105 198 417 102 Arrive On Green 0.05 0.39 0.39 0.04 0.38 0.38 0.03 0.29 0.29 0.05 0.31 0.31 Sat Flow,vehlh 1688 1626 124 1634 1561 167 1594 1311 367 1674 1364 334 Grp Volume(v),veh/h 87 0 564 47 0 600 43 0 430 91 0 336 Grp Sat Flow(s),vehlh/lnl688 0 1750 1634 0 1728 1594 0 1678 1674 0 1698 Q Serve(g_s),s 3.2 0.0 29.9 1.8 0.0 34.0 1.9 0.0 25.4 3.9 0.0 17.7 Cycle Q Clear(g_c),s 3.2 0.0 29.9 1.8 0.0 34.0 1.9 0.0 25.4 3.9 0.0 17.7 Prop In Lane 1.00 0.07 1.00 0.10 1.00 0.22 1.00 0.20 Lane Grp Cap(c),veh/h 191 0 685 212 0 658 257 0 481 198 0 519 V/C Ratio(X) 0.46 0.00 0.82 0.22 0.00 0.91 0.17 0.00 0.89 0.46 0.00 0.65 Avail Cap(c_a),veh/h 341 0 915 375 0 904 418 0 731 335 0 724 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 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 24.1 0.0 28.2 22.3 0.0 30.3 25.7 0.0 35.3 27.2 0.0 31.0 Incr Delay(d2),s/veh 0.6 0.0 4.6 0.2 0.0 10.6 0.1 0.0 9.4 0.6 0.0 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(95%),veh/lr2.1 0.0 18.0 1.1 0.0 21.1 1.3 0.0 16.3 2.7 0.0 11.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 24.7 0.0 32.8 22.5 0.0 40.9 25.8 0.0 44.8 27.9 0.0 32.4 LnGrp LOS C A C C A D C A D C A C Approach Vol,veh/h 651 647 473 427 Approach Delay,s/veh 31.7 39.6 43.0 31.4 Approach LOS C D D C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),$0.8 45.3 9.5 37.6 9.7 46.4 11.5 35.6 Change Period (Y+Rc),s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 *6 Max Green Setting(Gmak4,.9 54.0 14.0 44.0 14.0 54.0 14.0 *45 Max Q Clear Time(g_c+l15,a 36.0 3.9 19.7 3.8 31.9 5.9 27.4 Green Ext Time(p-c),s 0.1 3.3 0.0 1.8 0.0 3.2 0.1 2.2 Intersection Summary HCM 6th Ctrl Delay 36.4 HCM 6th LOS D Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2027 Total 4: Black Cat Rd & Ustick Rd AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(vph) 80 482 37 42 488 52 39 302 85 82 243 59 Future Volume(vph) 80 482 37 42 488 52 39 302 85 82 243 59 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 2.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.99 1.00 0.97 1.00 0.97 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1676 1744 1613 1716 1569 1674 1660 1699 Flt Permitted 0.14 1.00 0.22 1.00 0.40 1.00 0.17 1.00 Satd. Flow(perm) 247 1744 367 1716 654 1674 305 1699 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 87 524 40 47 542 58 43 336 94 91 270 66 RTOR Reduction(vph) 0 2 0 0 2 0 0 7 0 0 6 0 Lane Group Flow(vph) 87 562 0 47 598 0 43 423 0 91 330 0 Heavy Vehicles(%) 2% 2% 4% 6% 3% 7% 9% 4% 4% 3% 3% 2% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green,G(s) 60.3 52.3 54.7 49.5 43.3 38.0 50.9 41.3 Effective Green,g(s) 66.3 55.3 60.7 52.5 49.3 41.0 55.6 44.3 Actuated g/C Ratio 0.52 0.43 0.47 0.41 0.38 0.32 0.43 0.35 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 Vehicle Extension(s) 2.0 3.0 2.0 3.0 2.0 3.0 2.0 3.0 Lane Grp Cap(vph) 250 752 253 703 310 535 265 587 v/s Ratio Prot c0.03 0.32 0.01 c0.35 0.01 c0.25 c0.03 0.19 v/s Ratio Perm 0.15 0.08 0.04 0.11 v/c Ratio 0.35 0.75 0.19 0.85 0.14 0.79 0.34 0.56 Uniform Delay,d1 21.9 30.5 21.4 34.2 25.5 39.6 25.2 34.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.3 4.1 0.1 9.7 0.1 7.8 0.3 1.2 Delay(s) 22.2 34.6 21.5 43.9 25.6 47.5 25.5 35.3 Level of Service C C C D C D C D Approach Delay(s) 33.0 42.3 45.5 33.2 Approach LOS C D D C Intersection Summary HCM 2000 Control Delay 38.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.73 Actuated Cycle Length(s) 128.1 Sum of lost time(s) 12.0 Intersection Capacity Utilization 75.5% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2027 Total 5: Black Cat Rd & Cherry Ln II AM Peak Hour --,, -+-- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) t t r Traffic Volume(veh/h) 37 361 44 30 187 74 61 269 111 188 225 52 Future Volume(veh/h) 37 361 44 30 187 74 61 269 111 188 225 52 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 1730 1758 1758 1772 1744 1674 1744 1744 1772 1772 1772 1772 Adj Flow Rate,veh/h 41 401 49 33 208 82 68 299 123 202 242 56 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 Percent Heavy Veh, % 5 3 3 2 4 9 4 4 2 2 2 2 Cap,veh/h 246 541 66 221 305 248 446 353 145 358 464 107 Arrive On Green 0.04 0.18 0.18 0.03 0.17 0.17 0.08 0.30 0.30 0.11 0.33 0.33 Sat Flow,vehlh 1647 2998 364 1688 1744 1418 1661 1173 483 1688 1391 322 Grp Volume(v),veh/h 41 222 228 33 208 82 68 0 422 202 0 298 Grp Sat Flow(s),vehlh/lnl647 1670 1692 1688 1744 1418 1661 0 1656 1688 0 1713 Q Serve(g_s),s 1.3 8.1 8.2 1.0 7.2 3.3 1.7 0.0 15.4 5.1 0.0 9.0 Cycle Q Clear(g_c),s 1.3 8.1 8.2 1.0 7.2 3.3 1.7 0.0 15.4 5.1 0.0 9.0 Prop In Lane 1.00 0.22 1.00 1.00 1.00 0.29 1.00 0.19 Lane Grp Cap(c),veh/h 246 302 306 221 305 248 446 0 498 358 0 571 V/C Ratio(X) 0.17 0.74 0.75 0.15 0.68 0.33 0.15 0.00 0.85 0.56 0.00 0.52 Avail Cap(c_a),veh/h 538 1157 1173 530 1208 983 679 0 1392 539 0 1427 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 20.7 24.9 24.9 21.0 24.8 23.2 13.3 0.0 21.1 15.0 0.0 17.3 Incr Delay(d2),s/veh 0.1 1.3 1.4 0.1 1.0 0.3 0.1 0.0 1.6 0.5 0.0 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/Ir0.8 5.2 5.3 0.6 4.8 1.7 0.9 0.0 8.9 2.9 0.0 5.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 20.8 26.2 26.3 21.1 25.8 23.5 13.4 0.0 22.6 15.5 0.0 17.6 LnGrp LOS C C C C C C B A C B A B Approach Vol,veh/h 491 323 490 500 Approach Delay,s/veh 25.8 24.8 21.4 16.7 Approach LOS C C C B Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s8.6 16.7 11.0 27.9 8.2 17.1 13.1 25.8 Change Period (Y+Rc),s 6.0 5.5 6.0 6.5 6.0 5.5 6.0 *6.5 Max Green Setting(Gmak4,.9 44.5 14.0 53.5 14.0 44.5 14.0 *54 Max Q Clear Time(g_c+lq,33 9.2 3.7 11.0 3.0 10.2 7.1 17.4 Green Ext Time(p-c),s 0.0 0.7 0.0 1.0 0.0 1.4 0.1 1.5 Intersection Summary HCM 6th Ctrl Delay 21.9 HCM 6th LOS C Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2027 Total 5: Black Cat Rd & Cherry Ln AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t r Traffic Volume(vph) 37 361 44 30 187 74 61 269 111 188 225 52 Future Volume(vph) 37 361 44 30 187 74 61 269 111 188 225 52 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.96 1.00 0.97 Fit Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1629 3266 1676 1731 1404 1644 1658 1676 1715 Fit Permitted 0.45 1.00 0.33 1.00 1.00 0.58 1.00 0.26 1.00 Satd. Flow(perm) 773 3266 581 1731 1404 1001 1658 460 1715 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 Adj. Flow(vph) 41 401 49 33 208 82 68 299 123 202 242 56 RTOR Reduction(vph) 0 7 0 0 0 63 0 10 0 0 5 0 Lane Group Flow(vph) 41 443 0 33 208 19 68 412 0 202 293 0 Confl. Peds. (#/hr) 2 2 Heavy Vehicles(%) 5% 3% 3% 2% 4% 9% 4% 4% 2% 2% 2% 2% Turn Type pm+pt NA pm+pt NA Perm pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 2 8 4 Actuated Green,G(s) 20.6 17.0 20.2 16.8 16.8 32.3 27.5 45.4 34.6 Effective Green,g(s) 26.6 19.5 26.2 19.3 19.3 38.3 30.5 48.4 38.1 Actuated g/C Ratio 0.32 0.23 0.31 0.23 0.23 0.46 0.36 0.58 0.45 Clearance Time(s) 6.0 5.5 6.0 5.5 5.5 6.0 6.0 6.0 6.5 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 312 759 265 398 323 517 603 489 779 v/s Ratio Prot c0.01 c0.14 0.01 0.12 0.01 c0.25 c0.08 0.17 vls Ratio Perm 0.03 0.03 0.01 0.05 0.16 v/c Ratio 0.13 0.58 0.12 0.52 0.06 0.13 0.68 0.41 0.38 Uniform Delay,dl 20.2 28.5 20.5 28.2 25.2 12.9 22.6 10.5 15.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 0.7 0.1 0.6 0.0 0.0 2.6 0.2 0.1 Delay(s) 20.3 29.3 20.5 28.8 25.2 12.9 25.1 10.8 15.1 Level of Service C C C C C B C B B Approach Delay(s) 28.5 27.0 23.4 13.4 Approach LOS C C C B Intersection Summary HCM 2000 Control Delay 22.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length(s) 83.8 Sum of lost time(s) 12.0 Intersection Capacity Utilization 62.9% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2027 Total 1: Black Cat Rd & Chinden Blvd PM Peak Hour --I. -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t Traffic Volume(veh/h) 104 779 136 296 901 136 156 59 227 125 56 103 Future Volume(veh/h) 104 779 136 296 901 136 156 59 227 125 56 103 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 1744 1772 1772 1701 1772 1772 1772 1772 1716 1716 Adj Flow Rate,veh/h 113 847 148 329 1001 151 173 66 252 129 58 106 Peak Hour Factor 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.90 0.90 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 4 2 2 2 2 2 2 2 6 6 Cap,veh/h 209 1407 618 368 1420 214 326 70 267 184 107 195 Arrive On Green 0.05 0.42 0.42 0.04 0.16 0.16 0.09 0.22 0.22 0.07 0.20 0.20 Sat Flow,vehlh 1688 3367 1478 1688 2934 442 1688 321 1227 1688 543 992 Grp Volume(v),veh/h 113 847 148 329 574 578 173 0 318 129 0 164 Grp Sat Flow(s),vehlh/In 1688 1683 1478 1688 1683 1692 1688 0 1549 1688 0 1535 Q Serve(g_s),s 6.1 31.3 10.4 16.4 51.7 51.7 13.0 0.0 32.4 9.7 0.0 15.4 Cycle Q Clear(g_c),s 6.1 31.3 10.4 16.4 51.7 51.7 13.0 0.0 32.4 9.7 0.0 15.4 Prop In Lane 1.00 1.00 1.00 0.26 1.00 0.79 1.00 0.65 Lane Grp Cap(c),veh/h 209 1407 618 368 815 819 326 0 337 184 0 302 V/C Ratio(X) 0.54 0.60 0.24 0.90 0.70 0.71 0.53 0.00 0.94 0.70 0.00 0.54 Avail Cap(c_a),veh/h 260 1407 618 413 815 819 357 0 368 251 0 365 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.73 0.73 0.73 0.89 0.89 0.89 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 31.1 36.2 30.1 31.2 56.4 56.4 45.7 0.0 61.7 49.1 0.0 57.8 Incr Delay(d2),s/veh 0.6 1.4 0.7 17.1 4.5 4.5 0.5 0.0 30.8 2.4 0.0 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 4.3 17.6 6.5 13.6 32.0 32.2 9.2 0.0 21.7 7.4 0.0 9.9 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 31.7 37.6 30.8 48.3 60.9 61.0 46.2 0.0 92.4 51.5 0.0 58.4 LnGrp LOS C D C D E E D A F D A E Approach Vol,veh/h 1108 1481 491 293 Approach Delay,s/veh 36.1 58.1 76.2 55.4 Approach LOS D E E E Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 15.1 84.4 22.0 38.4 25.6 73.9 18.7 41.8 Change Period (Y+Rc),s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 13.0 63.0 18.0 38.0 23.0 53.0 18.0 38.0 Max Q Clear Time(g_c+l1),s 8.1 53.7 15.0 17.4 18.4 33.3 11.7 34.4 Green Ext Time(p-c),s 0.0 4.4 0.1 0.5 0.2 5.5 0.1 0.4 Intersection Summary HCM 6th Ctrl Delay 53.3 HCM 6th LOS D Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2027 Total 1: Black Cat Rd & Chinden Blvd PM Peak Hour -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) 104 779 136 296 901 136 156 59 227 125 56 103 Future Volume(vph) 104 779 136 296 901 136 156 59 227 125 56 103 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 12 8 12 12 12 12 12 12 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Frpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.98 1.00 0.88 1.00 0.90 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1676 3353 1471 1676 3287 1676 1555 1676 1520 Flt Permitted 0.17 1.00 1.00 0.21 1.00 0.40 1.00 0.14 1.00 Satd. Flow(perm) 298 3353 1471 368 3287 712 1555 243 1520 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.90 0.90 0.97 0.97 0.97 Adj. Flow(vph) 113 847 148 329 1001 151 173 66 252 129 58 106 RTOR Reduction(vph) 0 0 80 0 6 0 0 94 0 0 46 0 Lane Group Flow(vph) 113 847 68 329 1146 0 173 224 0 129 118 0 Confl. Peds. (#/hr) 1 1 Heavy Vehicles(%) 2% 2% 4% 2% 2% 2% 2% 2% 2% 2% 6% 6% Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 8 4 Actuated Green,G(s) 79.3 69.2 69.2 98.3 81.2 42.3 26.7 39.1 25.1 Effective Green,g(s) 87.3 73.2 73.2 102.3 85.2 50.3 30.7 47.1 29.1 Actuated g/C Ratio 0.55 0.46 0.46 0.64 0.53 0.31 0.19 0.29 0.18 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 3.0 3.0 2.0 3.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 284 1533 672 448 1750 341 298 232 276 v/s Ratio Prot 0.04 0.25 c0.12 0.35 c0.06 c0.14 c0.06 0.08 v/s Ratio Perm 0.18 0.05 c0.35 0.10 0.10 v/c Ratio 0.40 0.55 0.10 0.73 0.65 0.51 0.75 0.56 0.43 Uniform Delay,d1 19.9 31.5 24.7 18.7 26.8 42.4 61.1 45.0 58.1 Progression Factor 1.39 1.29 3.77 1.97 1.68 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.3 1.2 0.3 5.1 1.8 0.4 9.2 1.6 0.4 Delay(s) 27.9 42.0 93.4 42.0 46.9 42.9 70.2 46.7 58.5 Level of Service C D F D D D E D E Approach Delay(s) 47.4 45.8 60.6 53.3 Approach LOS D D E D Intersection Summary HCM 2000 Control Delay 49.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.73 Actuated Cycle Length(s) 160.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 78.7% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th TWSC 2027 Total 2: Black Cat Rd & Ramblin St/Ramblin Ct PM Peak Hour Intersection Int Delay,s/veh 5.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 80 4 122 11 4 6 129 349 19 9 388 87 Future Vol,veh/h 80 4 122 11 4 6 129 349 19 9 388 87 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 - - 50 - 50 - 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 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 3 2 Mvmt Flow 89 4 136 12 4 7 143 388 21 9 408 92 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1162 1167 454 1227 1203 399 500 0 0 409 0 0 Stage 1 472 472 - 685 685 - - - - - - - Stage 2 690 695 - 542 518 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 - Pot Cap-1 Maneuver 152 166 743 132 155 651 1067 - 1150 - Stage 1 680 604 - 438 448 - - - - - Stage 2 435 444 - 603 566 - - - - - Platoon blocked,% 1 1 1 1 1 1 - - Mov Cap-1 Maneuver 132 143 743 95 133 651 1067 - 1150 - Mov Cap-2 Maneuver 259 271 - 208 244 - - - - - Stage 1 589 599 - 379 388 - - - Stage 2 369 385 - 486 562 - - - Approach EB WB NB SIB HCM Control Delay,s 23.2 19.7 2.3 0.2 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1067 - 422 268 1150 - HCM Lane V/C Ratio 0.134 - 0.542 0.087 0.008 - HCM Control Delay(s) 8.9 - 23.2 19.7 8.2 - HCM Lane LOS A - C C A - HCM 95th%tile Q(veh) 0.5 - 3.1 0.3 0 - Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th AWSC 2027 Total 3: Black Cat Rd & McMillan Rd PM Peak Hour Intersection Intersection Delay,slveh 260.6 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 109 201 21 95 304 115 50 350 102 76 441 98 Future Vol,veh/h 109 201 21 95 304 115 50 350 102 76 441 98 Peak Hour Factor 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 0.94 0.94 0.94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 5 2 Mvmt Flow 121 223 23 101 323 122 56 389 113 81 469 104 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SIB Opposing Approach WB EB SIB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SIB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SIB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 97 246.3 258.8 366.2 HCM LOS F F F F Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 10% 33% 18% 12% Vol Thru,% 70% 61% 59% 72% Vol Right,% 20% 6% 22% 16% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 502 331 514 615 LT Vol 50 109 95 76 Through Vol 350 201 304 441 RT Vol 102 21 115 98 Lane Flow Rate 558 368 547 654 Geometry Grp 1 1 1 1 Degree of Util (X) 1.46 0.987 1.432 1.719 Departure Headway(Hd) 13.161 15.076 12.889 12.356 Convergence,Y/N Yes Yes Yes Yes Cap 284 243 290 301 Service Time 11.161 13.076 10.889 10.356 HCM Lane V/C Ratio 1.965 1.514 1.886 2.173 HCM Control Delay 258.8 97 246.3 366.2 HCM Lane LOS F F F F HCM 95th-tile Q 22.4 9.2 21.9 32 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2027 Total 4: Black Cat Rd & Ustick Rd II PM Peak Hour --,, -+-- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T* Traffic Volume(veh/h) 52 329 33 125 465 102 55 324 66 75 368 65 Future Volume(veh/h) 52 329 33 125 465 102 55 324 66 75 368 65 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 1688 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 58 366 37 139 517 113 61 360 73 83 409 72 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 8 2 2 2 2 2 2 2 2 2 Cap,veh/h 168 580 59 355 559 122 166 424 86 205 449 79 Arrive On Green 0.04 0.37 0.37 0.07 0.40 0.40 0.04 0.30 0.30 0.05 0.31 0.31 Sat Flow,vehlh 1688 1583 160 1688 1409 308 1688 1430 290 1688 1467 258 Grp Volume(v),veh/h 58 0 403 139 0 630 61 0 433 83 0 481 Grp Sat Flow(s),vehlh/lnl688 0 1743 1688 0 1717 1688 0 1720 1688 0 1725 Q Serve(g_s),s 2.3 0.0 20.8 5.5 0.0 38.1 2.7 0.0 25.8 3.7 0.0 29.3 Cycle Q Clear(g_c),s 2.3 0.0 20.8 5.5 0.0 38.1 2.7 0.0 25.8 3.7 0.0 29.3 Prop In Lane 1.00 0.09 1.00 0.18 1.00 0.17 1.00 0.15 Lane Grp Cap(c),veh/h 168 0 639 355 0 682 166 0 510 205 0 529 V/C Ratio(X) 0.35 0.00 0.63 0.39 0.00 0.92 0.37 0.00 0.85 0.41 0.00 0.91 Avail Cap(c_a),veh/h 320 0 863 455 0 850 317 0 709 340 0 696 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 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 26.0 0.0 28.5 21.3 0.0 31.3 28.9 0.0 36.1 28.0 0.0 36.4 Incr Delay(d2),s/veh 0.5 0.0 1.0 0.3 0.0 13.7 0.5 0.0 7.0 0.5 0.0 13.4 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/ld.6 0.0 13.0 3.7 0.0 23.7 1.9 0.0 16.6 2.6 0.0 19.5 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 26.5 0.0 29.5 21.5 0.0 45.0 29.4 0.0 43.1 28.5 0.0 49.8 LnGrp LOS C A C C A D C A D C A D Approach Vol,veh/h 461 769 494 564 Approach Delay,s/veh 29.1 40.7 41.4 46.6 Approach LOS C D D D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),t0.1 49.3 10.2 39.4 13.5 46.0 11.3 38.4 Change Period (Y+Rc),s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 *6 Max Green Setting(Gmak4,.9 54.0 14.0 44.0 14.0 54.0 14.0 *45 Max Q Clear Time(g_c+l1 ,33 40.1 4.7 31.3 7.5 22.8 5.7 27.8 Green Ext Time(p-c),s 0.0 3.2 0.0 2.2 0.1 2.3 0.0 2.2 Intersection Summary HCM 6th Ctrl Delay 40.0 HCM 6th LOS D Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2027 Total 4: Black Cat Rd & Ustick Rd PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(vph) 52 329 33 125 465 102 55 324 66 75 368 65 Future Volume(vph) 52 329 33 125 465 102 55 324 66 75 368 65 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 2.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.97 1.00 0.97 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1676 1731 1676 1717 1676 1720 1676 1725 Flt Permitted 0.15 1.00 0.29 1.00 0.21 1.00 0.20 1.00 Satd. Flow(perm) 259 1731 515 1717 372 1720 345 1725 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) 58 366 37 139 517 113 61 360 73 83 409 72 RTOR Reduction(vph) 0 2 0 0 5 0 0 5 0 0 4 0 Lane Group Flow(vph) 58 401 0 139 625 0 61 428 0 83 477 0 Heavy Vehicles(%) 2% 2% 8% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green,G(s) 50.7 45.3 60.9 50.4 45.6 39.8 50.2 41.6 Effective Green,g(s) 56.7 48.3 64.8 53.4 51.6 42.8 56.2 44.6 Actuated g/C Ratio 0.45 0.38 0.51 0.42 0.41 0.34 0.44 0.35 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 Vehicle Extension(s) 2.0 3.0 2.0 3.0 2.0 3.0 2.0 3.0 Lane Grp Cap(vph) 209 657 385 720 241 578 273 604 v/s Ratio Prot 0.02 0.23 c0.04 c0.36 0.02 0.25 c0.03 c0.28 v/s Ratio Perm 0.11 0.15 0.09 0.11 v/c Ratio 0.28 0.61 0.36 0.87 0.25 0.74 0.30 0.79 Uniform Delay,d1 24.5 31.8 19.1 33.7 25.8 37.3 24.1 37.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.3 1.6 0.2 10.8 0.2 5.1 0.2 6.8 Delay(s) 24.8 33.5 19.3 44.5 26.0 42.4 24.4 43.9 Level of Service C C B D C D C D Approach Delay(s) 32.4 40.0 40.4 41.0 Approach LOS C D D D Intersection Summary HCM 2000 Control Delay 38.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.76 Actuated Cycle Length(s) 127.2 Sum of lost time(s) 12.0 Intersection Capacity Utilization 78.6% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2027 Total 5: Black Cat Rd & Cherry Ln II PM Peak Hour --,, -+-- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) t t r Traffic Volume(veh/h) 60 342 68 147 416 172 60 291 74 123 338 43 Future Volume(veh/h) 60 342 68 147 416 172 60 291 74 123 338 43 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 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 67 380 76 160 452 187 67 323 82 135 371 47 Peak Hour Factor 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 213 692 137 368 516 437 262 374 95 273 445 56 Arrive On Green 0.05 0.25 0.25 0.09 0.29 0.29 0.06 0.27 0.27 0.08 0.29 0.29 Sat Flow,vehlh 1688 2801 555 1688 1772 1502 1688 1363 346 1688 1541 195 Grp Volume(v),veh/h 67 227 229 160 452 187 67 0 405 135 0 418 Grp Sat Flow(s),vehlh/lnl688 1683 1672 1688 1772 1502 1688 0 1709 1688 0 1736 Q Serve(g_s),s 2.3 9.2 9.3 5.4 19.0 7.9 2.1 0.0 17.6 4.4 0.0 17.6 Cycle Q Clear(g_c),s 2.3 9.2 9.3 5.4 19.0 7.9 2.1 0.0 17.6 4.4 0.0 17.6 Prop In Lane 1.00 0.33 1.00 1.00 1.00 0.20 1.00 0.11 Lane Grp Cap(c),veh/h 213 416 413 368 516 437 262 0 469 273 0 502 V/C Ratio(X) 0.31 0.55 0.55 0.43 0.88 0.43 0.26 0.00 0.86 0.50 0.00 0.83 Avail Cap(c_a),veh/h 432 1066 1059 514 1122 951 456 0 1071 442 0 1077 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 21.9 25.6 25.7 19.5 26.4 22.4 19.7 0.0 27.0 20.1 0.0 26.0 Incr Delay(d2),s/veh 0.3 0.4 0.4 0.3 1.9 0.2 0.2 0.0 1.9 0.5 0.0 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(95%),veh/ld.5 6.0 6.1 3.4 11.8 4.5 1.3 0.0 10.8 2.8 0.0 10.8 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 22.2 26.0 26.1 19.8 28.3 22.7 19.9 0.0 28.9 20.6 0.0 27.4 LnGrp LOS C C C B C C B A C C A C Approach Vol,veh/h 523 799 472 553 Approach Delay,s/veh 25.6 25.3 27.6 25.8 Approach LOS C C C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s9.8 28.2 11.0 29.1 13.3 24.8 12.1 28.0 Change Period (Y+Rc),s 6.0 5.5 6.0 6.5 6.0 5.5 6.0 *6.5 Max Green Setting(Gmak4,.a 49.5 14.0 48.5 14.0 49.5 14.0 *49 Max Q Clear Time(g_c+l1 ,33 21.0 4.1 19.6 7.4 11.3 6.4 19.6 Green Ext Time(p-c),s 0.0 1.8 0.0 1.4 0.1 1.5 0.1 1.4 Intersection Summary HCM 6th Ctrl Delay 25.9 HCM 6th LOS C Notes *HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C 2027 Total 5: Black Cat Rd & Cherry Ln PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t r Traffic Volume(vph) 60 342 68 147 416 172 60 291 74 123 338 43 Future Volume(vph) 60 342 68 147 416 172 60 291 74 123 338 43 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 1.00 0.85 1.00 0.97 1.00 0.98 Fit Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1676 3269 1676 1765 1500 1676 1706 1676 1735 Fit Permitted 0.27 1.00 0.33 1.00 1.00 0.34 1.00 0.23 1.00 Satd. Flow(perm) 481 3269 575 1765 1500 605 1706 413 1735 Peak-hour factor, PHF 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 0.91 0.91 0.91 Adj. Flow(vph) 67 380 76 160 452 187 67 323 82 135 371 47 RTOR Reduction(vph) 0 12 0 0 0 109 0 6 0 0 3 0 Lane Group Flow(vph) 67 444 0 160 452 78 67 399 0 135 415 0 Confl. Peds. (#/hr) 2 2 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 2 8 4 Actuated Green,G(s) 34.3 28.6 45.9 34.4 34.4 37.4 31.9 47.3 36.6 Effective Green,g(s) 40.3 31.1 49.1 36.9 36.9 43.4 34.9 51.1 40.1 Actuated g/C Ratio 0.38 0.29 0.46 0.35 0.35 0.41 0.33 0.48 0.38 Clearance Time(s) 6.0 5.5 6.0 5.5 5.5 6.0 6.0 6.0 6.5 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 280 957 416 613 521 332 560 361 655 v/s Ratio Prot 0.02 0.14 c0.05 c0.26 0.02 c0.23 c0.05 0.24 v/s Ratio Perm 0.07 0.13 0.05 0.07 0.13 v/c Ratio 0.24 0.46 0.38 0.74 0.15 0.20 0.71 0.37 0.63 Uniform Delay,d1 22.4 30.7 17.7 30.4 23.9 20.0 31.3 17.9 27.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.2 0.1 0.2 4.0 0.0 0.1 3.6 0.2 1.5 Delay(s) 22.5 30.9 18.0 34.4 23.9 20.2 34.8 18.1 28.5 Level of Service C C B C C C C B C Approach Delay(s) 29.8 28.6 32.7 26.0 Approach LOS C C C C Intersection Summary HCM 2000 Control Delay 29.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length(s) 106.2 Sum of lost time(s) 12.0 Intersection Capacity Utilization 69.1% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 1: Black Cat Rd & Chinden Blvd 2027 Total AIM Peak Hour --I. -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t t r Traffic Volume(veh/h) 65 789 144 189 489 72 194 46 342 90 39 47 Future Volume(veh/h) 65 789 144 189 489 72 194 46 342 90 39 47 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 1632 1772 1758 1772 1758 1647 1730 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 72 877 160 210 543 80 216 51 380 100 43 52 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 2 3 2 3 6 5 2 2 2 2 2 Cap,veh/h 437 1536 680 326 1466 215 378 421 479 327 151 182 Arrive On Green 0.04 0.46 0.46 0.16 1.00 1.00 0.08 0.24 0.24 0.05 0.21 0.21 Sat Flow,vehlh 1554 3367 1490 1688 2922 429 1647 1772 1502 1688 730 883 Grp Volume(v),veh/h 72 877 160 210 310 313 216 51 380 100 0 95 Grp Sat Flow(s),vehlh/In 1554 1683 1490 1688 1670 1681 1647 1772 1502 1688 0 1613 Q Serve(g_s),s 3.9 30.6 10.5 10.9 0.0 0.0 13.0 3.6 36.9 7.5 0.0 7.9 Cycle Q Clear(g_c),s 3.9 30.6 10.5 10.9 0.0 0.0 13.0 3.6 36.9 7.5 0.0 7.9 Prop In Lane 1.00 1.00 1.00 0.26 1.00 1.00 1.00 0.55 Lane Grp Cap(c),veh/h 437 1536 680 326 838 843 378 421 479 327 0 333 V/C Ratio(X) 0.16 0.57 0.24 0.64 0.37 0.37 0.57 0.12 0.79 0.31 0.00 0.29 Avail Cap(c_a),veh/h 459 1536 680 379 838 843 378 421 479 327 0 333 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.73 0.73 0.73 0.89 0.89 0.89 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 21.6 32.0 26.5 21.7 0.0 0.0 48.8 47.9 49.7 47.0 0.0 53.6 Incr Delay(d2),s/veh 0.0 1.1 0.6 1.6 1.1 1.1 1.3 0.0 8.3 0.2 0.0 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 2.5 17.1 6.5 6.5 0.5 0.5 3.3 2.9 21.0 5.7 0.0 5.8 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 21.7 33.1 27.1 23.3 1.1 1.1 50.1 47.9 58.0 47.2 0.0 53.7 LnGrp LOS C C C C A A D D E D A D Approach Vol,veh/h 1109 833 647 195 Approach Delay,s/veh 31.5 6.7 54.6 50.4 Approach LOS C A D D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 12.7 87.3 20.0 40.0 20.0 80.0 15.0 45.0 Change Period (Y+Rc),s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 8.0 78.0 13.0 33.0 18.0 68.0 8.0 38.0 Max Q Clear Time(g_c+l1),s 5.9 2.0 15.0 9.9 12.9 32.6 9.5 38.9 Green Ext Time(p-c),s 0.0 3.5 0.0 0.3 0.1 6.6 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 30.8 HCM 6th LOS C Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C Mitigation 1: Black Cat Rd & Chinden Blvd 2027 Total AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t t r Traffic Volume(vph) 65 789 144 189 489 72 194 46 342 90 39 47 Future Volume(vph) 65 789 144 189 489 72 194 46 342 90 39 47 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 12 8 12 12 12 12 12 12 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.98 1.00 1.00 0.85 1.00 0.92 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1527 3353 1485 1676 3244 1629 1765 1500 1676 1620 Flt Permitted 0.39 1.00 1.00 0.23 1.00 0.40 1.00 1.00 0.72 1.00 Satd. Flow(perm) 634 3353 1485 411 3244 689 1765 1500 1277 1620 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) 72 877 160 210 543 80 216 51 380 100 43 52 RTOR Reduction(vph) 0 0 73 0 6 0 0 0 106 0 32 0 Lane Group Flow(vph) 72 877 87 210 617 0 216 51 274 100 64 0 Heavy Vehicles(%) 12% 2% 3% 2% 3% 6% 5% 2% 2% 2% 2% 2% Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 1 6 5 2 3 8 5 7 4 Permitted Phases 6 6 2 8 8 4 Actuated Green,G(s) 90.1 82.9 82.9 104.3 90.1 41.4 18.7 33.1 28.0 12.0 Effective Green,g(s) 98.1 86.9 86.9 108.3 94.1 45.7 22.7 41.1 36.0 16.0 Actuated g/C Ratio 0.61 0.54 0.54 0.68 0.59 0.29 0.14 0.26 0.22 0.10 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 3.0 3.0 2.0 3.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 451 1821 806 423 1907 353 250 413 337 162 v/s Ratio Prot 0.01 0.26 0.06 0.19 c0.10 0.03 c0.08 0.04 0.04 vls Ratio Perm 0.09 0.06 c0.28 0.07 0.11 0.03 v/c Ratio 0.16 0.48 0.11 0.50 0.32 0.61 0.20 0.66 0.30 0.39 Uniform Delay,dl 12.6 22.6 17.7 12.7 16.8 47.3 60.7 53.3 51.1 67.4 Progression Factor 0.97 0.93 2.60 2.07 0.64 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 0.8 0.2 0.3 0.4 2.2 0.1 3.1 0.2 0.6 Delay(s) 12.4 21.9 46.3 26.6 11.2 49.5 60.8 56.4 51.3 68.0 Level of Service B C D C B D E E D E Approach Delay(s) 24.8 15.1 54.4 59.4 Approach LOS C B D E Intersection Summary HCM 2000 Control Delay 31.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length(s) 160.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 62.1% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 1: Black Cat Rd & Chinden Blvd 2027 Total PM Peak Hour --I. -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t t r Traffic Volume(veh/h) 104 779 136 296 901 136 156 59 227 125 56 103 Future Volume(veh/h) 104 779 136 296 901 136 156 59 227 125 56 103 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 1744 1772 1772 1701 1772 1772 1772 1772 1716 1716 Adj Flow Rate,veh/h 116 866 151 329 1001 151 173 66 252 139 62 114 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 4 2 2 2 2 2 2 2 6 6 Cap,veh/h 231 1600 702 386 1564 236 248 291 404 320 88 162 Arrive On Green 0.05 0.48 0.48 0.03 0.18 0.18 0.08 0.16 0.16 0.08 0.16 0.16 Sat Flow,vehlh 1688 3367 1478 1688 2934 442 1688 1772 1499 1688 541 994 Grp Volume(v),veh/h 116 866 151 329 574 578 173 66 252 139 0 176 Grp Sat Flow(s),vehlh/In 1688 1683 1478 1688 1683 1692 1688 1772 1499 1688 0 1535 Q Serve(g_s),s 5.6 29.1 9.6 14.6 50.7 50.7 13.0 5.2 23.6 10.9 0.0 17.3 Cycle Q Clear(g_c),s 5.6 29.1 9.6 14.6 50.7 50.7 13.0 5.2 23.6 10.9 0.0 17.3 Prop In Lane 1.00 1.00 1.00 0.26 1.00 1.00 1.00 0.65 Lane Grp Cap(c),veh/h 231 1600 702 386 898 902 248 291 404 320 0 250 V/C Ratio(X) 0.50 0.54 0.22 0.85 0.64 0.64 0.70 0.23 0.62 0.43 0.00 0.70 Avail Cap(c_a),veh/h 235 1600 702 450 898 902 248 421 515 322 0 364 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.73 0.73 0.73 0.89 0.89 0.89 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 26.6 29.7 24.5 26.4 51.6 51.7 52.9 58.1 51.3 50.0 0.0 63.3 Incr Delay(d2),s/veh 0.5 1.0 0.5 10.5 3.1 3.1 7.1 0.1 0.6 0.3 0.0 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(95%),veh/In 3.9 16.2 6.0 11.7 31.1 31.3 10.3 4.1 13.6 8.0 0.0 11.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 27.1 30.6 25.1 36.9 54.7 54.8 60.0 58.2 51.9 50.4 0.0 64.7 LnGrp LOS C C C D D D E E D D A E Approach Vol,veh/h 1133 1481 491 315 Approach Delay,s/veh 29.5 50.8 55.6 58.4 Approach LOS C D E E Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 14.6 92.3 20.0 33.1 23.9 83.0 19.8 33.2 Change Period (Y+Rc),s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 8.0 73.0 13.0 38.0 23.0 58.0 13.0 38.0 Max Q Clear Time(g_c+l1),s 7.6 52.7 15.0 19.3 16.6 31.1 12.9 25.6 Green Ext Time(p-c),s 0.0 6.7 0.0 0.5 0.3 6.2 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 45.1 HCM 6th LOS D Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C Mitigation 1: Black Cat Rd & Chinden Blvd 2027 Total PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r t t r Traffic Volume(vph) 104 779 136 296 901 136 156 59 227 125 56 103 Future Volume(vph) 104 779 136 296 901 136 156 59 227 125 56 103 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 12 8 12 12 12 12 12 12 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.98 1.00 1.00 0.85 1.00 0.90 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1676 3353 1471 1676 3287 1676 1765 1500 1676 1520 Flt Permitted 0.19 1.00 1.00 0.22 1.00 0.26 1.00 1.00 0.71 1.00 Satd. Flow(perm) 339 3353 1471 391 3287 456 1765 1500 1260 1520 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) 116 866 151 329 1001 151 173 66 252 139 62 114 RTOR Reduction(vph) 0 0 75 0 6 0 0 0 107 0 48 0 Lane Group Flow(vph) 116 866 76 329 1146 0 173 66 145 139 128 0 Confl. Peds. (#/hr) 1 1 Heavy Vehicles(%) 2% 2% 4% 2% 2% 2% 2% 2% 2% 2% 6% 6% Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 1 6 5 2 3 8 5 7 4 Permitted Phases 6 6 2 8 8 4 Actuated Green,G(s) 85.3 76.5 76.5 105.4 89.6 36.0 20.0 41.9 31.2 17.6 Effective Green,g(s) 93.3 80.5 80.5 109.4 93.6 44.0 24.0 49.9 39.2 21.6 Actuated g/C Ratio 0.58 0.50 0.50 0.68 0.58 0.28 0.15 0.31 0.25 0.14 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 3.0 3.0 2.0 3.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 304 1686 740 475 1922 277 264 495 354 205 v/s Ratio Prot 0.03 0.26 c0.11 0.35 c0.08 0.04 0.05 0.04 0.08 v/s Ratio Perm 0.19 0.05 c0.36 c0.09 0.05 0.05 v/c Ratio 0.38 0.51 0.10 0.69 0.60 0.62 0.25 0.29 0.39 0.62 Uniform Delay,d1 16.3 26.6 20.8 15.2 21.2 47.7 60.1 41.7 49.7 65.3 Progression Factor 1.44 1.30 3.30 1.97 1.82 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.2 0.9 0.2 3.4 1.3 3.1 0.2 0.1 0.3 4.2 Delay(s) 23.7 35.7 69.0 33.4 39.9 50.8 60.2 41.8 50.0 69.5 Level of Service C D E C D D E D D E Approach Delay(s) 38.9 38.4 47.4 60.9 Approach LOS D D D E Intersection Summary HCM 2000 Control Delay 42.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length(s) 160.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 72.9% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th TWSC Mitigation 2: Black Cat Rd & Ramblin Ct 2027 Total AM Peak Hour Intersection Int Delay,s/veh 7.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii Vii + r Traffic Vol,veh/h 90 5 141 11 4 17 132 514 12 4 344 83 Future Vol,veh/h 90 5 141 11 4 17 132 514 12 4 344 83 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 - - 50 - 50 - 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, % 2 2 2 2 2 6 2 3 10 2 2 2 Mvmt Flow 100 6 157 12 4 19 147 571 13 4 382 92 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1273 1268 382 1390 1354 578 474 0 0 584 0 0 Stage 1 390 390 - 872 872 - - - - - - - Stage 2 883 878 - 518 482 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.26 4.12 - 4.12 - 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 3.518 4.018 3.318 3.518 4.018 3.354 2.218 2.218 - Pot Cap-1 Maneuver 122 141 806 95 120 508 1090 - 991 - Stage 1 751 660 - 345 368 - - - - - Stage 2 340 366 - 609 585 - - - - - Platoon blocked,% 1 1 1 1 1 1 - - Mov Cap-1 Maneuver 103 121 806 67 103 508 1090 - 991 - Mov Cap-2 Maneuver 213 239 - 175 213 - - - - - Stage 1 649 657 - 298 318 - - - Stage 2 279 317 - 485 582 - - - Approach EB WB NB SIB HCM Control Delay,s 32.7 19.8 1.8 0.1 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1090 - 382 278 991 - HCM Lane V/C Ratio 0.135 - 0.686 0.128 0.004 - HCM Control Delay(s) 8.8 - 32.7 19.8 8.6 - HCM Lane LOS A - D C A - HCM 95th%tile Q(veh) 0.5 - 4.9 0.4 0 - Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th TWSC Mitigation 2: Black Cat Rd & Ramblin Ct 2027 Total PM Peak Hour Intersection Int Delay,s/veh 5.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii Vii + r Traffic Vol,veh/h 83 4 126 11 4 6 131 349 19 9 388 87 Future Vol,veh/h 83 4 126 11 4 6 131 349 19 9 388 87 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 - - 50 - 50 - 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, % 2 2 2 2 2 2 2 2 2 2 3 2 Mvmt Flow 92 4 140 12 4 7 146 388 21 10 431 97 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1147 1152 431 1263 1239 399 528 0 0 409 0 0 Stage 1 451 451 - 691 691 - - - - - - - Stage 2 696 701 - 572 548 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 - Pot Cap-1 Maneuver 157 170 *772 122 145 651 1032 - 1150 - Stage 1 705 622 - 435 446 - - - - - Stage 2 432 441 - 573 543 - - - - - Platoon blocked,% 1 1 1 1 1 1 - - Mov Cap-1 Maneuver 135 145 *772 87 123 651 1032 - 1150 - Mov Cap-2 Maneuver 259 271 - 196 233 - - - - - Stage 1 606 616 - 374 383 - - - Stage 2 363 379 - 462 539 - - - Approach EB WB NB SIB HCM Control Delay,s 23.4 20.5 2.4 0.2 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1032 - 427 255 1150 - HCM Lane V/C Ratio 0.141 - 0.554 0.092 0.009 - HCM Control Delay(s) 9.1 - 23.4 20.5 8.2 - HCM Lane LOS A - C C A - HCM 95th%tile Q(veh) 0.5 - 3.3 0.3 0 - Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 3: Black Cat Rd & McMillan Rd 2027 Total AIM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(veh/h) 100 288 23 48 240 53 21 366 92 92 318 108 Future Volume(veh/h) 100 288 23 48 240 53 21 366 92 92 318 108 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 1758 1772 1772 1772 1772 1772 1716 1758 1772 1758 1758 1772 Adj Flow Rate,veh/h 111 320 26 53 267 59 23 407 102 102 353 120 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, % 3 2 2 2 2 2 6 3 2 3 3 2 Cap,veh/h 267 415 34 247 325 72 260 470 118 254 477 162 Arrive On Green 0.07 0.26 0.26 0.04 0.23 0.23 0.03 0.35 0.35 0.06 0.38 0.38 Sat Flow,vehlh 1674 1617 131 1688 1405 311 1634 1357 340 1674 1255 426 Grp Volume(v),veh/h 111 0 346 53 0 326 23 0 509 102 0 473 Grp Sat Flow(s),vehlh/In 1674 0 1748 1688 0 1716 1634 0 1697 1674 0 1681 Q Serve(g_s),s 3.7 0.0 13.8 1.8 0.0 13.5 0.7 0.0 21.0 2.9 0.0 18.2 Cycle Q Clear(g_c),s 3.7 0.0 13.8 1.8 0.0 13.5 0.7 0.0 21.0 2.9 0.0 18.2 Prop In Lane 1.00 0.08 1.00 0.18 1.00 0.20 1.00 0.25 Lane Grp Cap(c),veh/h 267 0 449 247 0 396 260 0 588 254 0 639 V/C Ratio(X) 0.42 0.00 0.77 0.21 0.00 0.82 0.09 0.00 0.87 0.40 0.00 0.74 Avail Cap(c_a),veh/h 483 0 1141 509 0 1120 545 0 1107 489 0 1097 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 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 21.0 0.0 25.9 21.3 0.0 27.4 16.7 0.0 22.9 17.5 0.0 20.1 Incr Delay(d2),s/veh 1.0 0.0 2.8 0.4 0.0 4.3 0.1 0.0 4.0 1.0 0.0 1.7 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 0.0 9.2 1.2 0.0 9.2 0.4 0.0 12.4 1.8 0.0 10.5 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 22.0 0.0 28.7 21.8 0.0 31.7 16.8 0.0 26.9 18.5 0.0 21.8 LnGrp LOS C A C C A C B A C B A C Approach Vol,veh/h 457 379 532 575 Approach Delay,s/veh 27.1 30.3 26.5 21.2 Approach LOS C C C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 10.3 23.3 6.9 34.6 8.3 25.3 9.4 32.0 Change Period (Y+Rc),s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting(Gmax),s 15.0 49.0 15.0 49.0 15.0 49.0 15.0 49.0 Max Q Clear Time(g_c+l1),s 5.7 15.5 2.7 20.2 3.8 15.8 4.9 23.0 Green Ext Time(p-c),s 0.1 1.8 0.0 2.8 0.1 1.9 0.1 3.0 Intersection Summary HCM 6th Ctrl Delay 25.8 HCM 6th LOS C Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C Mitigation 3: Black Cat Rd & McMillan Rd 2027 Total AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(vph) 100 288 23 48 240 53 21 366 92 92 318 108 Future Volume(vph) 100 288 23 48 240 53 21 366 92 92 318 108 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.97 1.00 0.97 1.00 0.96 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1660 1745 1676 1717 1613 1698 1660 1685 Flt Permitted 0.26 1.00 0.36 1.00 0.35 1.00 0.19 1.00 Satd. Flow(perm) 456 1745 627 1717 597 1698 336 1685 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) 111 320 26 53 267 59 23 407 102 102 353 120 RTOR Reduction(vph) 0 2 0 0 6 0 0 6 0 0 7 0 Lane Group Flow(vph) 111 344 0 53 320 0 23 503 0 102 466 0 Heavy Vehicles(%) 3% 2% 2% 2% 2% 2% 6% 3% 2% 3% 3% 2% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green,G(s) 42.8 32.2 34.2 27.9 43.5 39.9 55.3 46.7 Effective Green,g(s) 45.5 35.2 38.2 30.9 47.5 42.9 57.3 49.7 Actuated g/C Ratio 0.41 0.32 0.34 0.28 0.43 0.39 0.52 0.45 Clearance Time(s) 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 324 554 294 478 307 657 321 755 v/s Ratio Prot c0.04 c0.20 0.01 0.19 0.00 c0.30 c0.04 c0.28 v/s Ratio Perm 0.10 0.05 0.03 0.13 v/c Ratio 0.34 0.62 0.18 0.67 0.07 0.77 0.32 0.62 Uniform Delay,dl 22.2 32.1 25.1 35.4 19.0 29.6 17.4 23.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.6 2.2 0.3 3.6 0.1 5.3 0.6 1.5 Delay(s) 22.8 34.3 25.4 39.0 19.1 34.9 18.0 24.8 Level of Service C C C D B C B C Approach Delay(s) 31.5 37.1 34.2 23.6 Approach LOS C D C C Intersection Summary HCM 2000 Control Delay 31.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length(s) 110.8 Sum of lost time(s) 12.0 Intersection Capacity Utilization 67.5% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 3: Black Cat Rd & McMillan Rd 2027 Total PM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(veh/h) 109 201 21 95 304 115 50 350 102 76 441 98 Future Volume(veh/h) 109 201 21 95 304 115 50 350 102 76 441 98 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 1772 1772 1772 1772 1730 1772 Adj Flow Rate,veh/h 121 223 23 106 338 128 56 389 113 84 490 109 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 2 2 2 2 2 2 2 2 5 2 Cap,veh/h 218 495 51 395 375 142 165 497 144 248 527 117 Arrive On Green 0.07 0.31 0.31 0.06 0.31 0.31 0.04 0.38 0.38 0.05 0.38 0.38 Sat Flow,vehlh 1688 1579 163 1688 1224 464 1688 1320 383 1688 1370 305 Grp Volume(v),veh/h 121 0 246 106 0 466 56 0 502 84 0 599 Grp Sat Flow(s),vehlh/In 1688 0 1742 1688 0 1688 1688 0 1703 1688 0 1675 Q Serve(g_s),s 5.2 0.0 12.1 4.6 0.0 28.5 2.2 0.0 28.0 3.3 0.0 36.8 Cycle Q Clear(g_c),s 5.2 0.0 12.1 4.6 0.0 28.5 2.2 0.0 28.0 3.3 0.0 36.8 Prop In Lane 1.00 0.09 1.00 0.27 1.00 0.23 1.00 0.18 Lane Grp Cap(c),veh/h 218 0 546 395 0 517 165 0 642 248 0 645 V/C Ratio(X) 0.56 0.00 0.45 0.27 0.00 0.90 0.34 0.00 0.78 0.34 0.00 0.93 Avail Cap(c_a),veh/h 341 0 794 529 0 769 337 0 776 407 0 763 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 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 27.1 0.0 29.5 23.7 0.0 35.8 25.5 0.0 29.6 22.9 0.0 31.7 Incr Delay(d2),s/veh 2.2 0.0 0.6 0.4 0.0 10.0 1.2 0.0 4.3 0.8 0.0 16.1 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 3.7 0.0 8.5 3.2 0.0 18.1 1.5 0.0 16.8 2.2 0.0 23.1 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 29.3 0.0 30.1 24.1 0.0 45.7 26.7 0.0 33.9 23.7 0.0 47.8 LnGrp LOS C A C C A D C A C C A D Approach Vol,veh/h 367 572 558 683 Approach Delay,s/veh 29.9 41.7 33.2 44.8 Approach LOS C D C D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 12.2 38.9 9.1 47.4 11.4 39.7 9.9 46.5 Change Period (Y+Rc),s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting(Gmax),s 15.0 49.0 15.0 49.0 15.0 49.0 15.0 49.0 Max Q Clear Time(g_c+l1),s 7.2 30.5 4.2 38.8 6.6 14.1 5.3 30.0 Green Ext Time(p-c),s 0.1 2.5 0.1 2.6 0.1 1.3 0.1 2.7 Intersection Summary HCM 6th Ctrl Delay 38.5 HCM 6th LOS D Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM2000 Intersection V/C Mitigation 3: Black Cat Rd & McMillan Rd 2027 Total PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume(vph) 109 201 21 95 304 115 50 350 102 76 441 98 Future Volume(vph) 109 201 21 95 304 115 50 350 102 76 441 98 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 2.0 3.0 2.0 3.0 2.0 3.0 2.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.96 1.00 0.97 1.00 0.97 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 1676 1740 1676 1692 1676 1705 1676 1676 Flt Permitted 0.16 1.00 0.46 1.00 0.17 1.00 0.22 1.00 Satd. Flow(perm) 290 1740 805 1692 299 1705 384 1676 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) 121 223 23 106 338 128 56 389 113 84 490 109 RTOR Reduction(vph) 0 3 0 0 10 0 0 7 0 0 5 0 Lane Group Flow(vph) 121 243 0 106 456 0 56 495 0 84 594 0 Heavy Vehicles(%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 5% 2% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green,G(s) 49.6 38.7 48.6 38.2 54.2 47.9 60.0 50.8 Effective Green,g(s) 55.6 41.7 54.6 41.2 60.2 50.9 65.1 53.8 Actuated g/C Ratio 0.43 0.33 0.43 0.32 0.47 0.40 0.51 0.42 Clearance Time(s) 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 276 565 433 543 240 676 317 703 v/s Ratio Prot c0.05 0.14 0.03 c0.27 0.02 0.29 c0.03 c0.35 v/s Ratio Perm 0.14 0.08 0.09 0.11 v/c Ratio 0.44 0.43 0.24 0.84 0.23 0.73 0.26 0.85 Uniform Delay,dl 25.7 33.9 23.0 40.4 22.8 32.9 20.0 33.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.1 0.5 0.3 11.3 0.5 4.1 0.4 9.2 Delay(s) 26.8 34.5 23.3 51.7 23.3 37.0 20.4 42.7 Level of Service C C C D C D C D Approach Delay(s) 31.9 46.4 35.6 39.9 Approach LOS C D D D Intersection Summary HCM 2000 Control Delay 39.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length(s) 128.2 Sum of lost time(s) 10.0 Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Roundabout Mitigation 3: Black Cat Rd & McMillan Rd 2027 Total AM Peak Hour Intersection Intersection Delay,s/veh 14.1 Intersection LOS B Approach EB WB NB SIB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow,veh/h 457 379 532 575 Demand Flow Rate,veh/h 467 386 547 591 Vehicles Circulating,veh/h 523 557 545 350 Vehicles Exiting,veh/h 418 535 445 593 Ped Vol Crossing Leg,#/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay,s/veh 13.4 11.7 17.9 12.7 Approach LOS B B C B Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway,s 2.609 2.609 2.609 2.609 Critical Headway,s 4.976 4.976 4.976 4.976 Entry Flow,veh/h 467 386 547 591 Cap Entry Lane,veh/h 809 782 791 966 Entry HV Adj Factor 0.978 0.981 0.972 0.974 Flow Entry,veh/h 457 379 532 575 Cap Entry,veh/h 791 767 769 940 V/C Ratio 0.577 0.494 0.691 0.612 Control Delay,s/veh 13.4 11.7 17.9 12.7 LOS B B C B 95th%tile Queue,veh 4 3 6 4 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. HCM 6th Roundabout Mitigation 3: Black Cat Rd & McMillan Rd 2027 Total PM Peak Hour Intersection Intersection Delay,s/veh 21.7 Intersection LOS C Approach EB WB NB SIB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow,veh/h 367 572 558 683 Demand Flow Rate,veh/h 373 584 569 711 Vehicles Circulating,veh/h 708 577 436 510 Vehicles Exiting,veh/h 513 428 645 651 Ped Vol Crossing Leg,#/h 0 0 0 1 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay,s/veh 14.9 22.3 14.5 30.7 Approach LOS B C B D Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway,s 2.609 2.609 2.609 2.609 Critical Headway,s 4.976 4.976 4.976 4.976 Entry Flow,veh/h 373 584 569 711 Cap Entry Lane,veh/h 670 766 885 820 Entry HV Adj Factor 0.983 0.980 0.981 0.960 Flow Entry,veh/h 367 572 558 683 Cap Entry,veh/h 659 751 868 787 V/C Ratio 0.557 0.762 0.643 0.867 Control Delay,s/veh 14.9 22.3 14.5 30.7 LOS B C B D 95th%tile Queue,veh 3 7 5 11 Blayden Subdivision-Meridian, Idaho Synchro 11 Report Traffic Impact Study-July 2023 CR Engineering, Inc. Traffic Impact Study Blayden Subdivision July 2023 Meridian, Idaho APPENDIX I: TURN LANE WARRANT WORKSHEETS §jENGJ7VMWG,INC. 1 ENGXEER G.INC Blayden Subdivision Meridian, Idaho ACHD Right-Turn Lane Guideline for Two-Lane Roadways 2023 Existing Traffic Speed Right-Turn Major Road Limit Peak Volume Volume Meet Intersection Approach (mph) Hour (vph) (vph) Warrant? O Ramblin Court NB 45 AM 10 449 No & Black Cat Road PM 16 321 No t 45 mph 70 kn dh Add Right-Turn y1 Lane r r B r0 II +f F7 t-0 kn 1t-I g a 55 rn p #` (90 kn J -- 1 6D mph 1 1 aQ mFhj 300 50C 1X7 �c_ hoc IC1]13 CIO Major-Road Volume(one directian).vehih AM Peak O PM Peak O ENGXEER G.INC Blayden Subdivision Meridian, Idaho ACHD Right-Turn Lane Guideline for Two-Lane Roadways 2027 Background Traffic Speed Right-Turn Major Road Limit Peak Volume Volume Meet Intersection Approach (mph) Hour (vph) (vph) Warrant? O Ramblin Court NB 45 AM 12 526 No & Black Cat Road PM 19 376 No t 45 mph (70 kndh Add Right-Turn y1 Lane r r B CPO II +f F7 t-0 kn 1t-I g a 55 rn p #` (90 kn J - 1 1 66 mph 1 aQ mFhj 300 �-- 50C I C11 CIO Majur-Road Volume(one directian).vehih AM Peak O PM Peak O ENGXEER G.INC Blayden Subdivision Meridian, Idaho ACHD Right-Turn Lane Guideline for Two-Lane Roadways 2027 Total Traffic Speed Right-Turn Major Road Limit Peak Volume Volume Meet Intersection Approach (mph) Hour (vph) (vph) Warrant? O Ramblin Court NB 45 AM 12 654 No & Black Cat Road PM 19 497 No O Ramblin Court SB 45 AM 81 429 Yes & Black Cat Road PM 87 484 Yes 1 Major-Road �ipeerl 40 mah 130 45 mph f70 knJh Add Right-Turn Lame r 2 2 ar > 50 milh (80 krr 1h) r g a 55 mph i9O knJ 1 1 _ £D rnool (100 rr►r,, ?ar "so0 6D 07 8MI. DDo Icoo 11DO 11 Major-Road Vafume(one direction).Veh?h AM Peak 0 PM Peak 0 Traffic Impact Study elayden Subdivision July 2023 Meridian, Idaho APPENDIX J: SIGHT DISTANCE PHOTOS §jENGTVFXlWG,INC. 7 Yam,, A. IF I Fes.:. gq ,�A� �j(� fir, �`�. �` F� �i � �-�•< lrw Wil �y � � �rl r � � yj4 � �i.�` �r as1;l,�r �'Q��� ��{ _ rr �3� .]�� �3.• � 6' m_ I� N �, ry' yam'•. yvv .1di�''y.> Ell a r- ' s ;4R _ lf` Traffic Impact Study elayden Subdivision July 2023 Meridian, Idaho APPENDIX K: MUTCD SIGNAL WARRANT WORKSHEETS §jENGTVFXlWG,INC. K Warrants Summary Report Blayden Subdivision - Meridian, Idaho 3: McMillan Road & Black Cat Road (2023 Existing) Intersection Information: Major Street Minor Street Street Name McMillan Road Black Cat Road Direction EB/WB NB/SB Number of Lanes 1 1 Approach Speed 50 45 Warrant Met? Notes Warrant 1, Eight-Hour Vehicular Volume Yes Condition A or B Met? Yes 12 Hours met (8 required) Condition A and B Met? Yes 8 Hours met (8 required) Warrant 2, Four-Hour Vehicular Volume Yes 12 Hours met (4 required) Federal 2009 1 Warrant 1: Eight-hour Vehicular Volume Blayden Subdivision - Meridian, Idaho 3: McMillan Road & Black Cat Road (2023 Existing) Intersection Information: Major Street Name: McMillan Road Major Street Direction: EB/WB Minor Street Direction: NB/SB WARRANT 1 MET? Yes Details: Condition A Met? Yes 12 Hours met (8 required) at 70% Condition B Met? No 6 Hours met(8 required) at 70% Hour Major Street Vehicles High Volume Minor 70% Standard Met? 56% Standard Met? (Total of Both Approaches) Approach Vehicles Cond. A OR Cond. B Cond.AAND Cond. B Condition A Condition B Condition A Condition B 70% 70% 56% 56% Column Column Column Column 00:00 to 01:00 11 14 No No No No Condition A Volume>=70% No Volume>=70% column(350)? column(105)? Volume>=56% No Volume>=56% i column(280)? column(84)? Condition B Volume>=70% No Volume>=70% - column(525)? column(53)? Volume>=56% NO Volume>=56% column(420)? column(42)? 01:00 to 02:00 1 4 PJ= No No No Condition A Volume>=70% No Volume>=70% column(350)? column(105)? Volume>=56% No Volume>=56% - column(280)? column(84)? Condition B Volume>=70% No Volume>=70% - column(525)? column(53)? Volume>=56% NO Volume>=56% - column(420)? column(42)? 02:00 to 03:00 11 3 - - - ' No Condition A Volume>=70% Volume>=70% No column(350)? column(105)? Volume>=56% No Volume>=56% column(280)? column(84)? Condition B Volume>=70% No Volume>=70% - column(525)? column(53)? Volume>=56% NO Volume>=56% column(420)? column(42)? 03:00 to 04:00 14 3 No No No No Condition A Volume>=70% No Volume>=70% No column(350)? column(105)? Volume>=56% No Volume>=56% - column(280)? column(84)? Condition B Volume>=70% No Volume>=70% - column(525)? column(53)? Volume>=56% NO Volume>=56% - column(420)? column(42)? Federal 2009 2 04:00 to 05:00 9 17 No No No No Condition A Volume—70% No Volume—70% NO column(350)? column(105)? Volume—56% No Volume—56% NO column(280)? column(84)? Condition B Volume—70% No Volume>=70% No column(525)? column(53)? Volume>=56% No Volume>=56% NO column(420)? column(42)? 05:00 to 06:00 73 41 No No No No Condition A Volume—70% No Volume—70% NO column(350)? column(105)? Volume—56% No Volume—56% NO column(280)? column(84)? Condition B Volume—70% No Volume>=70% NO column(525)? column(53)? Volume>=56% No Volume>=56% NO column(420)? column(42)? 06:00 to 07:00 185 133 No No No No Condition A Volume—70% No Volume—70% Yes column(350)? column(105)? Volume—56% No Volume—56% Yes column(280)? column(84)? Condition B Volume—70% No Volume>=70% Yes column(525)? column(53)? Volume—56% No Volume>=56% Yes column(420)? column(42)? 07:00 to 08:00 632 331 Yes* Yes* Yes* Yes* Condition A Volume—70% Yes Volume—70% Yes column(350)? column(105)? Volume—56% Yes Volume—56% Yes column(280)? column(84)? Condition B Volume—70% Yes Volume>=70% Yes column(525)? column(53)? Volume>=56% Yes Volume>=56% Yes column(420)? column(42)? 08:00 to 09:00 440 257 Yes* No Yes* Yes* Condition A Volume—70% Yes Volume—70% Yes column(350)? column(105)? Volume—56% Yes Volume—56% Yes column(280)? column(84)? Condition B Volume—70% No Volume>=70% Yes column(525)? column(53)? Volume—56% Yes Volume>=56% Yes column(420)? column(42)? 09:00 to 10:00 357 264 Yes* No Yes No Condition A Volume—70% Yes Volume—70% Yes column(350)? column(105)? Volume—56% Yes Volume—56% Yes column(280)? column(84)? Condition B Volume—70% No Volume>=70% Yes column(525)? column(53)? Volume>=56% No Volume>=56% Yes column(420)? column(42)? 10:00 to 11:00 387 196 Yes* No Yes No Condition A Volume—70% Yes Volume—70% Yes column(350)? column(105)? Volume—56% Yes Volume—56% Yes column(280)? column(84)? Condition B Volume—70% No Volume>=70% Yes column(525)? column(53)? Volume>=56% No Volume>=56% Yes column(420)? column(42)? Federal 2009 3 11:00 to 12:00 460 273 Yes* No Yes* Yes* Condition A Volume>=70% Yes Volume>=70% Yes column(350)? column(105)? Volume>=56% Yes Volume>=56% Yes column(280)? column(84)? Condition B Volume>=70% No Volume>=70% Yes column(525)? column(53)? Volume>=56% Yes Volume>=56% Yes column(420)? column(42)? 12:00 to 13:00 401 209 Yes* No Yes No Condition A Volume>=70% Yes Volume>=70% Yes column(350)? column(105)? Volume>=56% Yes Volume>=56% Yes column(280)? column(84)? Condition B Volume>=70% No Volume>=70% Yes column(525)? column(53)? Volume>=56% No Volume>=56% Yes column(420)? column(42)? 13:00 to 14:00 419 231 Yes* No Yes No Condition A Volume>=70% Yes Volume>=70% Yes column(350)? column(105)? Volume>=56% Yes Volume>=56% Yes column(280)? column(84)? Condition B Volume>=70% No Volume>=70% Yes column(525)? column(53)? Volume>=56% No Volume>=56% Yes column(420)? column(42)? 14:00 to 15:00 589 249 Yes* Yes* Yes* Yes* Condition A Volume>=70% Yes Volume>=70% Yes column(350)? column(105)? Volume>=56% Yes Volume>=56% Yes column(280)? column(84)? Condition B Volume>=70% Yes Volume>=70% Yes column(525)? column(53)? Volume>=56% Yes Volume>=56% Yes column(420)? column(42)? 15:00 to 16:00 671 334 Yes* Yes* Yes* Yes* Condition A Volume>=70% Yes Volume>=70% Yes column(350)? column(105)? Volume>=56% Yes Volume>=56% Yes column(280)? column(84)? Condition B Volume>=70% Yes Volume>=70% Yes column(525)? column(53)? Volume>=56% Yes Volume>=56% Yes column(420)? column(42)? 16:00 to 17:00 701 419 Yes* Yes* Yes* Yes* Condition A Volume>=70% Yes Volume>=70% Yes column(350)? column(105)? Volume>=56% Yes Volume>=56% Yes column(280)? column(84)? Condition B Volume>=70% Yes Volume>=70% Yes column(525)? column(53)? Volume>=56% Yes Volume>=56% Yes column(420)? column(42)? 17:00 to 18:00 732 417 Yes* Yes* Yes* Yes* Condition A Volume>=70% Yes Volume>=70% Yes column(350)? column(105)? Volume>=56% Yes Volume>=56% Yes column(280)? column(84)? Condition B Volume>=70% Yes Volume>=70% Yes column(525)? column(53)? Volume>=56% Yes Volume>=56% Yes column(420)? column(42)? Federal 2009 4 18:00 to 19:00 531 260 Yes* Yes* Yes* Yes* Condition A Volume—70% Yes Volume—70% Yes column(350)? column(105)? Volume—56% Yes Volume—56% Yes column(280)? column(84)? Condition B Volume—70% Yes Volume>=70% Yes column(525)? column(53)? Volume>=56% Yes Volume>=56% Yes column(420)? column(42)? 19:00 to 20:00 335 172 No No Yes No Condition A Volume—70% No Volume—70% Yes column(350)? column(105)? Volume—56% Yes Volume—56% Yes column(280)? column(84)? Condition B Volume—70% No Volume>=70% Yes column(525)? column(53)? Volume>=56% No Volume>=56% Yes column(420)? column(42)? 20:00 to 21:00 230 104 No No No No Condition A Volume—70% No Volume—70% NO column(350)? column(105)? Volume—56% No Volume—56% Yes column(280)? column(84)? Condition B Volume—70% No Volume>=70% Yes column(525)? column(53)? Volume—56% NO Volume>=56% Yes column(420)? column(42)? 21:00 to 22:00 132 77 No No No No Condition A Volume—70% No Volume—70% NO column(350)? column(105)? Volume—56% No Volume—56% NO column(280)? column(84)? Condition B Volume—70% No Volume>=70% Yes column(525)? column(53)? Volume>=56% No Volume>=56% Yes column(420)? column(42)? 22:00 to 23:00 74 30 No No No No Condition A Volume—70% No Volume—70% NO column(350)? column(105)? Volume—56% No Volume—56% NO column(280)? column(84)? Condition B Volume—70% No Volume>=70% NO column(525)? column(53)? Volume—56% NO Volume>=56% NO column(420)? column(42)? 23:00 to 00:00 32 9 No No No No Condition A Volume—70% No Volume—70% No column(350)? column(105)? Volume—56% No Volume—56% NO column(280)? column(84)? Condition B Volume—70% NO Volume>=70% NO column(525)? column(53)? Volume>=56% No Volume>=56% NO column(420)? column(42)? Federal 2009 5 Warrant 2: Four-hour Vehicular Volume Blayden Subdivision - Meridian, Idaho 3: McMillan Road & Black Cat Road (2023 Existing) Intersection Information: Major Street Minor Street Street Name McMillan Road Black Cat Road Direction EB/WB NB/SB Number of Lanes 1 1 Approach Speed 50 45 Warrant 2 Met? Yes Details: Notes 12 Hours met (4 required) Low population? No Four-Hour Vehicular Volume Community Population Less Than 10.000 or Major Street Approach Speed Above 40 mph 400 Lo o —Warrant Gorge O ■ ■ ■ Warranted 300 -----------'------------=-------------------------r----------- aiz n.�- � � � � � • ante E250 ------------- --------- -- -------- ------0 � —I Major,1 Minor L Major,2+Minor 200 ----------- -------- -------- --- -------------------I 2+Major,l Minor 150 -----------1----------- , --------',--- ------------ -----------',-------------L---------- 2+Major,2+N nor L 100 Q} __________ __________ _________ __________ _________ _________ __________ __________ 50 r� 0 200 300 400 500 GM 700 800 900 1000 2i Major Street-Total of Both Approaches(VPH) Federal 2009 6 Hourly Volumes Major Street Minor Street Hour Total All Highest Volume Approaches(vph) Approach(vph) 00:00:00-01:00:00 11.00 14.00 01:00:00-02:00:00 1.00 4.00 02:00:00-03:00:00 11.00 3.00 03:00:00-04:00:00 14.00 3.00 04:00:00-05:00:00 9.00 17.00 05:00:00-06:00:00 73.00 41.00 06:00:00-07:00:00 185.00 133.00 07:00:00-08:00:00 632.00 331.00 08:00:00-09:00:00 440.00 257.00 09:00:00- 10:00:00 357.00 264.00 10:00:00 - 11:00:00 387.00 196.00 11:00:00 - 12:00:00 460.00 273.00 12:00:00- 13:00:00 401.00 209.00 13:00:00- 14:00:00 419.00 231.00 14:00:00 - 15:00:00 589.00 249.00 15:00:00 - 16:00:00 671.00 334.00 16:00:00 - 17:00:00 701.00 419.00 17:00:00 - 18:00:00 732.00 417.00 18:00:00 - 19:00:00 531.00 260.00 19:00:00 -20:00:00 335.00 172.00 20:00:00 -21:00:00 230.00 104.00 21:00:00 - 22:00:00 132.00 77.00 22:00:00 -23:00:00 74.00 30.00 23:00:00 - 00:00:00 32.00 9.00 Federal 2009 7 Warranted Volumes Hour Major Street Minor Street Total All Highest Volume Approaches(vph) Approach(vph) 07:00:00 - 08:00:00 632.00 331.00 08:00:00 - 09:00:00 440.00 257.00 09:00:00 - 10:00:00 357.00 264.00 10:00:00- 11:00:00 387.00 196.00 11:00:00- 12:00:00 460.00 273.00 12:00:00 - 13:00:00 401.00 209.00 13:00:00 - 14:00:00 419.00 231.00 14:00:00 - 15:00:00 589.00 249.00 15:00:00 - 16:00:00 671.00 334.00 16:00:00 - 17:00:00 701.00 419.00 17:00:00 - 18:00:00 732.00 417.00 18:00:00 - 19:00:00 531.00 260.00 Federal 2009 8 Traffic Impact Study Blayden Subdivision July 2023 Meridian, Idaho APPENDIX L: ITE INTERNAL CAPTURE TRIP WORKSHEETS & PASS-BY RATES §jENGTVMRMG,INC. L NCHRP 684 Internal Trip Capture Estimation Tool Project Name: Blayden Subdivision Organization: CR Engineering,Inc. Project Location: Meridian,Idaho Performed By: CR Engineering,Inc. Scenario Description: Build-Out Date: 22-Jul-23 Analysis Year: 2027 Total Checked By: CR Analysis Period: AM Street Peak Hour Date: 7/22/2023 Table 1-A:Base Vehicle-Trip Generation Estimates(Single-Use Site Estimate) Land Use Development Data(For Information Only) Estimated Vehicle-Trips3 ITE Ll Quantity Units Total Entering Exiting Office 710 1,754 TSF 38 33 5 Retail 822 26 TSF 61 37 24 Restaurant 0 Cinema/Entertainment 0 Residential 210,215,220 1,22,312 DU 127 30 97 Hotel 1 0 All Other Land Uses2 565,937 7,1.8 TSF 232 120 112 458 220 238 Table 2-A:Mode Split and Vehicle Occupancy Estimates Land Use Entering Trips Exiting Trips Veh.OCC.4 %Transit %Non-Motorized Veh.OCC.4 %Transit %Non-Motorized Office Retail Restaurant Cinema/Entertainment Residential Hotel All Other Land Uses2 Table 3-A:Average Land Use Interchange Distances(Feet Walking Distance) Origin(From) Destination(To) Office Retail Restaurant Cinema/Entertainment Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel Table 4-A:Internal Person-Trip Origin-Destination Matrix* Origin(From) Destination(To) tOice Retail Restaurant Cinema/Entertainment Residential Hotel Office 1 0 0 0 0 Retail 0 0 1 0 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 1 1 0 0 0 Hotel 0 0 0 0 0 Table 5-A:Computations Summary Table 6-A:Internal Trip Capture Percentages by Land Use Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 458 220 238 Office 6% 20% Internal Capture Percentage 2% 2% 2% Retail 5% 8% Restaurant N/A N/A External Vehicle-Tri s" 448 215 233 Cinema/Entertainment N/A N/A External Transit-Tri s" 0 0 0 Residential 3% 2% External Non-Motorized Tripe0 0 0 Hotel N/A N/A 'Land Use Codes(LUCs)from Trip Generation Manual,published by the Institute of Transportation Engineers. 2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 3Enter trips assuming no transit or non-motorized trips(as assumed in ITE Trip Generation Manual). °Enter vehicle occupancy assumed in Table 1-A vehicle trips. If vehicle occupancy changes for proposed mixed-use project,manual adjustments must be made to Tables 5-A,9-A(O and D). Enter transit,non-motorized percentages that will result with proposed mixed-use project complete. 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A. "Person-Trips *Indicates computation that has been rounded to the nearest whole number. Estimation Tool Developed by the Texas A&M Transportation Institute-Version 2013.1 Project Name:I Blayden Subdivision Analysis Period:1 AM Street Peak Hour Table 7-A:Conversion of Vehicle-Trip Ends to Person-Trip Ends Land Use Table 7-A(D):Entering Trips Table 7-A(0):Exiting Trips Veh.Occ. Vehicle-Trips Person-Trips" Veh.Occ. Vehicle-Trips Person-Trips' Office 1.00 33 33 1.00 5 5 Retail 1.00 37 37 1.00 24 24 Restaurant 1.00 0 0 1.00 0 0 Cinema/Entertainment 1.00 0 0 1.00 0 0 Residential 1.00 30 30 1.00 97 97 Hotel 1.00 0 0 1.00 0 0 Table 8-A(0):Internal Person-Trip Origin-Destination Matrix(Computed at Origin) Origin(From) Destination(To) Office Retail Restaurant Cinema/Entertainment Residential Hotel Office 1 3 0 0 0 Retail 7 3 0 3 0 Restaurant 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 2 1 19 0 OW 0 Hotel 0 0 0 0 0 Table 8-A(D):Internal Person-Trip Origin-Destination Matrix(Computed at Destination) Origin(From) Destination(To) Office Retail Restaurant Cinema/Entertainment Residential Hotel Office 12 0 0 0 0 Retail 1 0 0 1 0 Restaurant 5 3 0 2 0 Cinema/Entertainment 0 0 0 0 0 Residential 1 6 0 0 0 Hotel 1 1 0 0 0 Table 9-A(D):Internal and External Trips Summary(Entering Trips) Destination Land Use Person-Trip Estimates External Trips by Mode Internal External Total Vehicles' Transitz Non-Motorized2 Office 2 31 33 31 0 0 Retail 2 35 37 35 0 0 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 1 29 30 29 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 0 120 120 120 0 0 Table 9-A(0):Internal and External Trips Summary(Exiting Trips) Origin Land Use Person-Trip Estimates External Trips by Mode' Internal External Total Vehicles' Transitz Non-Motorized2 Office 1 4 5 4 0 0 Retail 2 22 24 22 0 0 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 2 95 97 95 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 0 112 112 112 0 0 'Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A 2Person-Trips 3Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator `Indicates computation that has been rounded to the nearest whole number. NCHRP 684 Internal Trip Capture Estimation Tool Project Name: Blayden Subdivision Organization: CR Engineering,Inc. Project Location: Meridian,Idaho Performed By: CR Engineering,Inc. Scenario Description: Build-Out Date: 22-Jul-23 Analysis Year: 2027 Total Checked By: CR Analysis Period: PM Street Peak Hour Date: 7/22/2023 Table 1-P:Base Vehicle-Trip Generation Estimates(Single-Use Site Estimate) Land Use Development Data(For Information Only) Estimated Vehicle-Trips' ITE LUCs' Quantity Units Total Entering Exiting Office 710 18 TSF 39 7 32 Retail 822 26 TSF 156 77 79 Restaurant 0 Cinema/Entertainment 0 Residential 210,215,220 1,22,312 DU 165 103 1 62 Hotel 0 All Other Land Uses2 565,937 7,1.8 TSF 148 72 76 508 259 249 Table 2-P:Mode Split and Vehicle Occupancy Estimates Land Use Entering Trips Exiting Trips Veh.OCC.° %Transit %Non-Motorized Veh.OCC.4 %Transit %Non-Motorized Office Retail Restaurant Cinema/Entertainment Residential Hotel All Other Land Uses2 Table 3-P:Average Land Use Interchange Distances(Feet Walking Distance) Origin(From) Destination(To) Office Retail Restaurant I Cinema/Entertainment Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel Table 4-P:Internal Person-Trip Origin-Destination Matrix* Origin(From) Destination(To) Office Retail Restaurant Cinema/Entertainment Residential Hotel Office 6 0 0 1 0 Retail 2 0 0 21 0 Restaurant 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 2 1 8 1 0 1 0 0 Hotel 0 1 0 0 0 0 Table 5-P:Computations Summary Table 6-P:Internal Trip Capture Percentages by Land Use Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 508 259 :j_ 249 Office 57% 22% Internal Capture Percentage 16% 15% 16% Retail 18% 29% Restaurant N/A N/A External Vehicle-Trips5 428 219 209 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 lResidential 21% 16% External Non-Motorized Trips' 0 1 0 0 lHotel N/A N/A 'Land Use Codes(LUCs)from Trip Generation Manual,published by the Institute of Transportation Engineers. 'Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 'Enter trips assuming no transit or non-motorized trips(as assumed in ITE Trip Generation Manual). 'Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project,manual adjustments must be 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P. 6Person-Trips Indicates computation that has been rounded to the nearest whole number. Estimation Tool Developed by the Texas A&M Transportation Institute-Version 2013.1 Project Name:1 Blayden Subdivision Analysis Period:j PM Street Peak Hour Table 7-P:Conversion of Vehicle-Trip Ends to Person-Trip Ends Land Use Table 7-P(D):Entering Trips Table 7-P(0):Exiting Trips Veh.Occ. Vehicle-Trips Person-Trips" Veh.Occ. Vehicle-Trips Person-Trips* Office 1.00 7 7 1.00 32 32 Retail 1.00 77 77 1.00 79 79 Restaurant 1.00 0 0 1.00 0 0 Cinema/Entertainment 1.00 0 0 1.00 0 0 Residential 1.00 103 103 1.00 62 62 Hotel 1.00 0 0 1.00 0 0 Table 8-P(0):Internal Person-Trip Origin-Destination Matrix(Computed at Origin) Origin(From) Destination(To) Office Retail Restaurant Cinema/Entertainment Residential Hotel Office 6 1 0 1 0 Retail 2 23 3 21 4 Restaurant 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 2 1 26 1 13 1 0 2 Hotel 0 1 0 1 0 1 0 0 Table 8-P(D):Internal Person-Trip Origin-Destination Matrix(Computed at Destination) Origin(From) Destination(To) Office Retail Restaurant Cinema/Entertainment Residential Hotel Office 6 0 0 4 0 Retail 2 0 0 47 0 Restaurant 2 39 0 16 0 Cinema/Entertainment 0 3 0 4 0 Residential 4 1 8 1 0 1 0 0 Hotel 0 1 2 1 0 1 0 0 Table 9-P(D):Internal and External Trips Summary(Entering Trips) Destination Land Use Person-Trip Estimates External Trips by Mode' Internal External Total Vehicles' TransitZ Non-Motorizedz Office 4 3 7 3 0 0 Retail 14 63 77 63 0 0 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 22 81 103 81 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 0 72 72 72 0 0 Table 9-P(0):Internal and External Trips Summary(Exiting Trips) Origin Land Use Person-Trip Estimates External Trips by Mode' Internal External Total Vehicles' TransitZ Non-Motorizedz Office 7 25 32 25 0 0 Retail 23 56 79 56 0 0 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 10 52 62 52 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses 0 76 76 76 0 0 'Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P 2Person-Trips 'Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator *Indicates computation that has been rounded to the nearest whole number. Vehicle Pass-By Rates by Land Use Source:ITE Trip Generation Manual,11th Edition Land Use Code 565 Land Use Day Care Center Setting General Urban/Suburban Time Period Weekday PM Peak Period #Data Sites 1 Average Pass-By Rate 44% Pass-By Characteristics for Individual Sites State or Survey Pass-By Non-Pass-By Trips Adj Street Peak GFA(000) Province Year #Interviews Trip(%) Primary(%) Diverted(%) Total(%) Hour Volume Source 7.2 Pennsylvania 1990 — 44 24 32 56 — 23