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TRAFFIC IMPACT STUDY FOR TEN MILE ROAD & OVERLAND ROAD CONVENIENCE STORE MERIDIAN , ID DATE: November 13, 2024 LOCATION: Meridian, ID PREPARED FOR: Jacksons Food Stores, Inc. PREPARED BY: NV5 690 S. Industry Way, Suite 10 Meridian, ID 83642 NV5 nv5.com i EXECUTIVE SUMMARY A new 6,445 square foot convenience store is proposed for construction at the southwest corner of the intersection of Ten Mile Road with Overland Road in Meridian, Idaho. The development will also include fueling stations for sixteen (16) autos and four(4)trucks. With the construction of the convenience store, a portion of the future extension on Overland Road will be constructed, making the intersection a four-leg intersection. The rest of the extension is not expected to be constructed until 2036-2040 according to ACHD's Capital Improvement Plan. Due to the small size of the project, the convenience store is expected to be constructed by the end of 2025. After discussions with ACHD, it is expected that only two access points will be approved for the development. The following study scenarios were included: • Existing(2024) with current roadway conditions • No-Build (2025) with current roadway conditions • Build (2025) - Alt 1 with two (2)full-access points on Overland Road • Build (2025) - Alt 2 with one (1) RIRO on Ten Mile Road and one (1)full-access point on Overland Road • Build (2025) - Alt 3 with one (1) RIRO on Ten Mile Road and one (1) RIRO on Overland Road • Build (2025) - Alt 4 with one (1) RIRO/LI on Ten Mile Road and one (1) RIRO on Overland Road Due to the expected use, ITE's trip generation manual expects approximately 75% of trips will be pass-by. The breakdown of the trips that new development will produce are shown in the table below. PERIODLAND USE TOTAL IN OUT Daily 6,916 3,458 3,458 Total Gross Trips(GFA 5.5-10K&20 VFP) AM Peak Hour 632 316 316 PM Peak Hour 538 269 269 Daily -5,188 -2,594 -2,594 Pass-By Trips (75%of Gross) AM Peak Hour -474 -237 -237 PM Peak Hour -404 1 -202 -202 Daily 1,728 864 864 Net New Trips AM Peak Hour 158 79 79 PM Peak Hour 134 67 67 The traffic impact study was conducted in accordance with the scoping memorandum and the ACHD Policy Manual and subsequent reviews. The study network included one (1) intersection. Traffic growth was established from discussions with ACHD staff. The background growths for the roadways are as follows: 1. Ten Mile Road (north of Overland Road) - 4.0% 2. Ten Mile Road (south of Overland Road) - 4.1% 3. Overland Road (east of Ten Mile Road) - 4.6% The overall distribution of auto traffic is shown in the following figure. Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store NV5-3124077.00 NV5 ii b'y A y 0 e ply; f W Overland Rd O Ft ® SITE W Lamont Rd f �N\ Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 III For the 2024 Existing traffic conditions,the westbound approach at the study intersection was found to have a deficiency during both the AM and PM peak hours.The AM peak hour is likely due to the high cycle length (170 seconds) because the westbound volume is not very high during the AM peak hour.This should be lowered to match the PM cycle length (120 seconds). During the PM peak hour, there are currently almost 500 westbound vehicles turning right and left, making the approach operate over capacity. With the recently completed widening of Ten Mile Road, the westbound approach could be improved with adding an additional left-turn lane to allow for more traffic to exit the roadway. Since there are a high number of right-turning vehicles, a westbound to northbound overlap would greatly improve the traffic flow at the intersection. For the 2025 No-build traffic conditions,the same deficiencies as in the existing conditions appear. The same mitigation would greatly improve traffic operations at the intersection. For the 2025 Build (Alternative 1)traffic conditions,the addition of a fourth leg is expected to continue to have deficiencies on the side streets with the existing cycle length during the AM peak hours. During the PM peak, optimizing signal timings is expected to present deficiencies to the northbound left-turning traffic (all site traffic) and the southbound through-traffic. All of the deficiencies can be reduced with the same mitigation as in the existing conditions, though a second westbound right-turn lane, used as a shared through/right lane, would be needed to fully bring the lane under capacity. For the 2025 Build (Alternative 2)traffic conditions,the same deficiencies appear as with Alternative 1. The same mitigation measures previously discussed would be appropriate for the intersection. The intersection is expected to operate slightly better than Alternative 1 with the suggested mitigation. For the 2025 Build (Alternative 3)traffic conditions,the same deficiencies appear as with Alternatives 1 and 2. The same mitigation measures previously discussed would be appropriate for the intersection. Alternative 3 is expected to have the worst performance of the four alternatives though only slightly. For the 2025 Build (Alternative 4)traffic conditions,the same deficiencies appear as with all of the access alternatives. The same mitigation measures previously discussed would be appropriate for the intersection. Alternative 4 is expected to have the best performance of the four access alternatives, though the traffic exiting the convenience store may experience slightly high delay exiting onto Ten Mile Road. It is likely that some southbound traffic would end up exiting onto Overland Road to avoid the slight backup, making that problem minimal. The following table shows the mitigation needs and when they are needed. Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 iv Intersection Mitigation Summary ID Intersection Existing No-Build Build Build Build Build 1. Double WB LT Ten Mile Rd & 2. WB RT No 2nd WB 2nd WB 2nd WB 2nd WB 1 Overland Rd Overlap Additional RT RT RT RT 3. Lower Mitigation Lane* Lane* Lane* Lane* AM Cycle Length Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store NV5-3124077.00 NV5 TABLE OF CONTENTS EXECUTIVE SUMMARY..................................................................................................................................i ProposedDevelopment...............................................................................................................................4 ExistingConditions.......................................................................................................................................6 A.1. Transportation Facilities..............................................................................................................6 A.1.1. Roadways...........................................................................................................................6 A.1.2. Transit Service....................................................................................................................6 A.1.3. Bicycle and Pedestrian Facilities ......................................................................................6 A.1.4. Geometrics.........................................................................................................................7 A.2. Traffic Volume..............................................................................................................................7 A.3. Existing Levels of Service............................................................................................................9 A.4. Existing Conditions Mitigation.................................................................................................. 10 A.S. Data Sources............................................................................................................................. 11 BackgroundConditions ............................................................................................................................ 12 B.1. Planned Roadway and Approved Development Projects ....................................................... 12 B.2. No-Build (2025) Levels of Service ........................................................................................... 14 B.3. No-Build (2025) Conditions Mitigation.................................................................................... 14 B.4. Data Sources............................................................................................................................. 14 ProjectedTraffic........................................................................................................................................ 15 C.1. Project Trip Generation............................................................................................................. 15 C.2. Trip Distribution and Assignment............................................................................................. 15 BuildTraffic Analyses................................................................................................................................ 17 D.1. Build (2025)Alternative 1 Access Description ....................................................................... 17 D.2. Build (2025)Alternative 1 Conditions Capacity Analysis.......................................................22 D.3. Build (2025)Alternative 1 Conditions Mitigation ...................................................................22 D.4. Build (2025)Alternative 2 Access Description ....................................................................... 24 D.S. Build (2025)Alternative 2 Conditions Capacity Analysis.......................................................28 D.6. Build (2025)Alternative 2 Conditions Mitigation ...................................................................28 D.7. Build (2025)Alternative 3 Access Description .......................................................................30 D.B. Build (2025)Alternative 3 Conditions Capacity Analysis.......................................................34 D.9. Build (2025)Alternative 3 Conditions Mitigation ...................................................................34 D.10. Build (2025)Alternative 4 Access Description .......................................................................36 D.11. Build (2025)Alternative 4 Conditions Capacity Analysis.......................................................40 D.12. Build (2025)Alternative 4 Conditions Mitigation ...................................................................40 D.13. Driveway Access Analysis&Turn Lanes..................................................................................41 Conclusions and Recommendations.......................................................................................................42 E.1. Capacity Analysis Conclusions.................................................................................................43 APPENDIXA: Site Plan .................................................................................................................................A APPENDIXB: Traffic Counts.........................................................................................................................B APPENDIXC: Scoping Document................................................................................................................0 APPENDIX D: Highway Capacity Worksheets............................................................................................. D APPENDIXE: RITA Map................................................................................................................................E Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store NV5-3124077.00 NV5 LIST OF TABLES Table 1: Roadway Classification .................................................................................................................6 Table 2: Level of Service Criteria ................................................................................................................9 Table 3: Intersection Level of Service Results - Existing Conditions.................................................... 10 Table 4: Mitigation Results - Existing Conditions................................................................................... 10 Table 5: Intersection Level of Service Results - No-Build (2025) Conditions...................................... 14 Table 6: Mitigation Level of Service Results -No-Build (2025) Conditions.......................................... 14 Table7: Trip Generation........................................................................................................................... 15 Table 8: Intersection Level of Service Results - Build (2025)Alternative 1 Conditions...................... 22 Table 9: Mitigation Level of Service Results -Build (2025)Alternative 1 Conditions..........................23 Table 10: Alternative 1 Site Traffic Approach Percentages....................................................................23 Table 11: Intersection Level of Service Results - Build (2025) Alternative 2 Conditions...................28 Table 12: Mitigation Level of Service Results -Build (2025) Alternative 2 Conditions.......................29 Table 13: Alternative 2 Site Traffic Approach Percentages....................................................................29 Table 14: Intersection Level of Service Results - Build (2025) Alternative 3 Conditions...................34 Table 15: Mitigation Level of Service Results -Build (2025) Alternative 3 Conditions.......................35 Table 16: Alternative 3 Site Traffic Approach Percentages....................................................................35 Table 17: Intersection Level of Service Results - Build (2025) Alternative 4 Conditions...................40 Table 18: Mitigation Level of Service Results -Build (2025) Alternative 4 Conditions.......................41 Table 19: Alternative 4 Site Traffic Approach Percentages....................................................................41 Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store NV5-3124077.00 NV5 LIST OF FIGURES Figure 1. Vicinity Map and Study Locations...............................................................................................4 Figure2. Site Plan........................................................................................................................................5 Figure 3. Roadway Geometrics...................................................................................................................7 Figure 4. 2024 Existing Traffic Volumes ....................................................................................................8 Figure 5. Future Adjacent Development.................................................................................................. 12 Figure 6. No-Build Traffic Volume (2025)................................................................................................ 13 Figure7.Trip Distribution......................................................................................................................... 16 Figure 8. New Trip Assignment Alternative 1.......................................................................................... 18 Figure 9. Pass-By Trip Assignment Alternative 1 .................................................................................... 19 Figure 10. Development Trips Alternative 1............................................................................................ 20 Figure 11. Build (2025)Alternative 1 Traffic Volumes...........................................................................21 Figure 12. New Trip Assignment Alternative 2........................................................................................ 24 Figure 13. Pass-By Trip Assignment Alternative 2.................................................................................. 25 Figure 14. Development Trips Alternative 2............................................................................................ 26 Figure 15. Build (2025)Alternative 2 Traffic Volumes...........................................................................27 Figure 16. New Trip Assignment Alternative 3........................................................................................30 Figure 17. Pass-By Trip Assignment Alternative 3..................................................................................31 Figure 18. Development Trips Alternative 3............................................................................................32 Figure 19. Build (2025)Alternative 3 Traffic Volumes...........................................................................33 Figure 20. New Trip Assignment Alternative 4........................................................................................36 Figure 21. Pass-By Trip Assignment Alternative 4..................................................................................37 Figure 22. Development Trips Alternative 4............................................................................................38 Figure 23. Build (2025)Alternative 4 Traffic Volumes...........................................................................39 Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 4 Proposed Development A new 6,445 square foot convenience store is proposed for construction at the southwest corner of the intersection of Ten Mile Road with Overland Road in Meridian, Idaho. The development will also include fueling stations for sixteen (16) autos and four(4)trucks. The site plan for the development proposes three (3) access points onto the surrounding roadways, but after discussion with ACHD, it is likely that only two will be approved. The development is expected to be completed by the end of 2025. The following intersection (as illustrated in Figure 1) is included in this study: 1. Ten Mile Road & Overland Road 2. Ten Mile Road & Potential Access Point 1 3. Overland Road & Potential Access Point 2 4. Overland Road & Potential Access Point 3 Figure 1 shows the general location of the site;the site plan is shown in Figure 2. Figure 1. Vicinity Map and Study Locations r f O m c m 9 ~ U) iwh r 0 W Overland Rd 71 T""1"`��lt"i►f�t? SITE `r f r • r W Lamont Rd r � N Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 5 Figure 2. Site Plan - I OVERLAND RD (N89°28'55"W) 4"N89°5695"W 815.93 Ar \. ADJACENT PROPERTY R # a Q (NOT A PART) K C-STORE Z 0 ___——_�T (N83°SNl7"µ� T (N89°26'S5"W) Traffic Impact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 6 Existing Conditions A.1. Transportation Facilities A.1.1. Roadways Ten Mile Road is a five-lane undivided principal arterial with a center two-way left-turn lane and a posted speed limit of 45 MPH within the vicinity of the study area, and 40 MPH north of its intersection with Overland Road. The road runs north towards Meridian with access to 1-84 and runs south towards Kuna, parallel to Meridian Road. Much of the land around the proposed site is agricultural residential with a park & ride lot located at the southeast corner of its intersection with Overland Road. Overland Road is a five-lane principal arterial with a center two-way left-turn lane and a posted speed limit of 45 MPH.The road runs east from its intersection with Ten Mile Road towards Boise.There are various developments underway along Overland Road with multiple mixed-use and residential developments expected in the future. Overland Road is also proposed to be extended west to airport road, but that extension isn't expected until 2036-2040. Table 1: Roadway Classification Roadway Segment Functional Classification Ten Mile Road North of Overland Road Principal Arterial Ten Mile Road South of Overland Road Principal Arterial Overland Road East of Ten Mile Road Principal Arterial Overland Road West of Ten Mile Road Future Principal Arterial A.1.2. Transit Service Bus Routes 40 and 42 serve the park & ride lot located at the southeast corner of the intersection of Ten Mile Road and Overland Road. A.1.3. Bicycle and Pedestrian Facilities The development will construct new bike/ped facilities along its road frontage in accordance with ACHD's policies. No additional facilities are planned in the area and the only existing facilities are along the frontages of neighboring residential developments. Ten Mile Road has existing multi-use paths and Overland Road has separated bike lanes and sidewalks. Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store NV5-3124077.00 NV5 7 A.1.4. Geometrics The existing roadway lanes and traffic control are shown in Figure 3. A.2. Traffic Volume AM & PM traffic counts were collected at the study intersection on Wednesday,June 12, 2024. 2024 Existing traffic volumes are shown in Figure 4. Figure 3. Roadway Geometrics --I� Existing Lane ## Storage Length 0 "I IL U4 r 0 Overland Rd 1♦ 1 0 m a T N NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 8 Figure 4. 2024 Existing Traffic Volumes ##(##) AM (PM) Peak Hour Traffic Volume Proposed Driveway m 00 11 1 00 -I N co O � O t 186 (512) 14 r 51 (401) o Overland Rd 1 rn rl- rn o L _ rn � oo N N NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 9 A.3. Existing Levels of Service The LOS is based on the Highway Capacity Manual (7t" Ed.), as calculated in the software Synchro® 12. Table 2 shows the criteria used to determine level of service for signalized, unsignalized, and roundabout intersections. Table 2: Level of Service Criteria ControlLevel of Service Average DelaySignal .. Control Roundabout A 0 - 10 0 - 10 0 - 10 B >10 - 20 >10 - 15 >10 - 15 C >20 - 35 >15 - 25 >15 - 25 D >35 - 55 >25 - 35 >25 - 35 E >55 - 80 >35 - 50 >35 - 50 F >80 >50 >50 Many of the analysis parameters are established by ACHD. ACHD considers the minimum design Level-of-Service (LOS) as D for suburban roadways and intersections These are shown in Appendix D. The results of the existing conditions analysis are shown in Table 3. Movements that appear highlighted in red are LOS F and those in are LOS E. Existing signal timings for the intersection of Ten Mile Road and Overland Road were used in the analysis for the intersection. The analysis uses a cycle length of 170 second for the AM analysis and 120 seconds for the PM analysis in accordance with the existing signal timings. The same cycle lengths were used for all non-mitigated analysis with the assumption that programmed splits would be optimized with the inclusion of a fourth leg of the intersection. Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 10 Table 3: Intersection Level of Service Results - Existing Conditions IntersectionAM PM ID • • • Queue Queue Overall 0.74 C 32.5 - 0.81 E 63.7 1 - WB-L 0.23 E 62.6 110 0.96 E 73.1 541 WB-R 0.93 F 107.3 68 • F 239.3 375 Ten Mile Rd& 1 Overland Rd Signal NB-T 0.48 C 22.4 398 0.45 C 25.2 236 NB-R 0.34 C 20.5 124 0.18 C 21.8 35 SB-L 0.96 D 49.8 243 0.67 B 20.0 165 SB-T 0.22 A 1 6.1 65 0.64 B 16.7 395 As shown in Table 3, the intersection currently has some deficiencies during both peak hours. The morning peak hour deficiency is likely caused by the high cycle length (170 seconds) since the volume coming from Overland Road is rather low. During the PM peak hour, the very high volume coming from Overland Road suggests that additional lane capacity needs to be added. A.4. Existing Conditions Mitigation The results of the analysis in Table 3 suggest that some mitigation is needed to improve the westbound capacity at the intersection. Since there are 512 westbound right-turning vehicles during the PM peak hour, it is likely that an overlap phase is needed to give more time for vehicles to exit Overland Road. Similarly,the 401 left-turning vehicles likely need a second left-turn lane to allow traffic to clear the intersection. For the AM peak period, the cycle length could be reduced to match the PM peak period of 120 seconds to give Overland Road a green more often. Table 4 shows the results of these suggested mitigation measures. Table 4: Mitigation Results - Existing Conditions AM PM ID Intersection Mitigation Movement V/C LOS Delay Queue Queue Overall 0.70 C 20.9 - 0.75 C 31.7 - 1. Double WB-LL 0.13 E 57.2 48 0.42 D 40.1 228 W B LT 2. WB RT WB-R 0.54 D 48.3 144 0.46 D 48.9 471 1 Ten Mile Rd & Overlap NB-T 0.45 B 17.2 439 0.46 C 32.5 311 Overland Rd 3. Lower N B-R 0.32 B 15.8 142 0.18 C 28.1 53 AM Cycle SB-L 0.95 C 32.1 293 0.70 C 25.1 214 Length SB-T 0.21 A 4.8 80 0.67 C 22.8 520 A.S. Crash Analysis Crash data from the Idaho Transportation Department(ITD) shows that from 2019 to 2023 there were eighteen (18) crashes at the intersection of Ten Mile Road and Overland Road.The south leg of Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store NV5-3124077.00 NV5 11 the intersection was widened in 2023. The most common types of crashes were head-on turning(7) and rear-end crashes (7). No year experienced more than three (3) head-on turning crashes, which does not suggest a change to the intersection is needed. A.6. Data Sources Roadway geometrics were observed by a site visit and are described. Level of Service criteria is from in the Highway Capacity Manual, 7t" Ed, as shown in Table 2. Capacity results were analyzed using Synchro® 12. Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store NV5-3124077.00 NV5 12 Background Conditions B.1. Planned Roadway and Approved Development Projects Other developments have been permitted in the area, but they are not expected to be completed before the convenience store. The future development area is shown in Figure 5. Overland Road is expected to be extended west in the future but is currently planned for 2036-2040. No other roadway improvements are expected for the area. The different COMPASS model prepared for this convenience store development suggests different growth rates for each leg of the intersection of Ten Mile Road and Overland Road. The section of Ten Mile Road north of Overland Road had a growth rate of 4.0%,the section on the south side of the intersection had a growth rate of 4.1%and Overland Road had a growth rate of 4.6%. Traffic along these sections was grown over a one-year period to establish the 2025 (No-Build)traffic volumes. Figure 6 shows these volumes. Figure 5. Future Adjacent Development : ." r .4 �,. Future Mixed Employment Future High- 1 9� _ "1 Density Residential ,I ;•. Future Medium- Density Residential SITE¢ Ahh"., N Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store NV5-3124077.00 NV5 13 Figure 6. No-Build Traffic Volume (2025) ##(##) AM (PM) Peak Hour Traffic Volume Proposed Driveway 0 m � N `r t 195(536) 1�► r 53 (419) o Overland Rd 1 S 77 � 00 00 CO 0 N � N NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 14 B.2. No-Build (2025) Levels of Service The existing plus background growth levels of service for the study intersections are shown in Table 5. As shown in the table,the same deficiencies seen in the existing analysis are expected to get slightly worse by 2025 with the applied background growth rates. Table 5: Intersection Level of Service Results - No-Build (2025) Conditions AM PM ID Intersection Control Movement V/C •S Delay Queue V/C LOS Delay Queue 0.75 C 33.8 - 0.84 E 68.9 - WB-L 0.23 E 62.7 115 0.99 F 81.6 578 Ten Mile Rd& WB-R 0.93 F 107.0 90 F 261.4 374 1 Overland Rd Signal NB-T 0.51 C 24.1 425 0.47 C 26.2 267 NB-R 0.36 C 21.9 135 0.19 C 22.4 38 SB-L 0.96 D 1 54.7 301 0.71 C 20.3 171 SB-T 0.22 A 1 6.1 68 0.67 B 17.2 422 B.3. No-Build (2025) Conditions Mitigation As with the existing conditions analysis,the same mitigation measures can be applied to increase capacity at the intersection and reduce the delay seen in Table 5. The results of the mitigation are shown in Table 6. It is noted that the westbound right-turn lane approaches its capacity limit with the added traffic. Table 6: Mitigation Level of Service Results -No-Build (2025) Conditions QueueAM PM ID Intersection Mitigation Movement V/C LOS Delay Queue Overall 0.73 C 23.6 - 0.79 C 33.1 - 1. Double W B LT WB-LL 0.13 E 57.0 49 0.44 D 40.4 239 2. WB RT WB-R 0.50 D 44.5 152 0.90 D 52.6 525 1 Ten Mile Rd & Overlap NB-T 0.50 C 20.4 480 0.48 C 33.5 326 Overland Rd 3. Lower NB-R 0.36 B 18.6 162 0.19 C 28.7 56 AM Cycle SB-L 0.96 D 40.3 342 0.74 C 27.3 224 Length SB-T 0.21 A 4.9 84 0.69 C 23.6 555 BA Data Sources COMPASS growth rates were taken from the report prepared for this development. No other background or adjacent development studies were used in this analysis. Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store NV5-3124077.00 NV5 15 Projected Traffic C.1. Project Trip Generation The development will include 6,445 square foot convenience store with twenty (20)total fueling stations. The number of trips generated by the proposed development was estimated using the equations provided in the ITE Trip Generation Manual, 11th Edition. ITE also suggests a pass-by trip percentage of approximately 75%for similar sites. Table 7 provides a summary of these results for daily, AM peak hour, and PM peak hour conditions. Table 7: Trip Generation PERIODLAND USE TOTAL IN OUT Daily 6,916 3,458 3,458 Convenience Store/Gas Station, LUC 945(GFA 5.5-10K&20 VFP) AM Peak Hour 632 316 316 PM Peak Hour 538 269 269 Daily -5,188 -2,594 -2,594 Pass-By Trips (75%of Gross) AM Peak Hour -474 -237 -237 PM Peak Hour -404 1 -202 -202 Daily 1,728 864 864 Net New Trips AM Peak Hour 158 79 79 PM Peak Hour 134 67 67 C.2. Trip Distribution and Assignment The assignment and directional distribution of new project trips on the transportation network are based on the expected employment in the area and the location of schools.The expected distribution of auto traffic is approximately 40%to/from the north along Ten Mile Road, 20%to/from the east along Overland Road, and 40%to/from the south along Ten Mile Road. The directional distribution of traffic is shown in Figure 7. Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 16 Figure 7. Trip Distribution r , f` W Overland Rd ® E ' b r SITE h► FI ! a W Lamont Rd Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store NV5-3124077.00 NV5 17 Build Traffic Analyses ACHD requested four different alternatives for access into the site.The scenarios each have slightly different distributions of traffic, though each was intended to closely reflect the overall distribution of traffic shown in Figure 7. The access scenarios are as follows: 1. Build (2025) - Alt 1 with two (2)full-access points on Overland Road 2. Build (2025) - Alt 2 with one (1) RIRO on Ten Mile Road and one (1)full-access point on Overland Road 3. Build (2025) - Alt 3 with one (1) RIRO on Ten Mile Road and one (1) RIRO on Overland Road 4. Build (2025) - Alt 4 with one (1) RIRO/LI on Ten Mile Road and one (1) RIRO on Overland Road Each access alternative is expected to add an eastbound left,though, and right turn lane to the intersection along with a southbound right-turn lane, northbound left-turn lane, and a westbound through lane. In accordance with ACHD's policies, the new left-turns are expected to be flashing yellow arrow signals similar to the existing southbound left-turn phase. D.1. Build (2025) Alternative 1 Access Description As mentioned, the distribution for each alternative will be slightly different depending on the layout and type of access points. Alternative 1 includes two full-access points along Overland Road and none along Ten Mile Road. The expected distribution of traffic for this alternative is shown in Figure 8,the resulting site trips are shown in Figure 9, and the Build (2025) Alternative 1 volumes are shown in Figure 10. Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 18 Figure 8. New Trip Assignment Alternative 1 %(%) Inbound (Outbound) Proposed Driveway 0 t 10% 20% r 10% r 90% 4j 1�► j- Overland Rd 0 I (10%) .716 (40%) 1 41 1 14 I Z I h (20%) —+ 10-1 ° (40%) 7. 0 0 0 0 N u7 U U U Q U � Q SITE -1 N Ia� 1 � NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 19 Figure 9. Pass-By Trip Assignment Alternative 1 %(%) Inbound (Outbound) Proposed Driveway 0 0 t H 10% Ln LI? 10% r 10% r 90% 414 r -10% Overland Rd S �-► I (10%) I (40%) 1 41 1 14 '3 �1�' Z ♦1 r' 0-1 I o I o (60%) 0 0 0 I � I rn N d N N U U) U U Q SITE ,j N T) NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 20 Figure 10. Development Trips Alternative 1 ##(##) AM (PM)Peak Hour Traffic Volume TripGenerationTotal AMPeakHour632 316 316 Proposed Driveway PMPeakHour53s 2ss 2ss o LO w o t 0(0) 0(0) 32 (27) `1 0 40 (33) 32 (27) r 284(242) 4J 1 4 r -24(-20) Overland Rd 0 0(0) � '9 32 727) .71 S 127 (108) 1 h 1 (► 0(0) I 0(0) 'i h 1+ 16(13) —+ 174(148) 70 � o O IZ I O N t --- O O N O N ti CV a) M � N N � � u7 L> Q Q Q LL SITE N T NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 21 Figure 11. Build (2025)Alternative 1 Traffic Volumes ##(##) AM (PM) Peak Hour Traffic Volume Proposed Driveway rn 00 N in N 07 rl N t 195(536) 0(0) 4— 32 (27) '1 m � 40 (33) r 32 (27) r 284 (242) 4J 1�► r 29 (399) Overland Rd — 0 0(0) —► I o 32 (27) — I C 727 7108) 1 .1 1 1+ 0(0) I ( 0(0) Z I 16(13) --► _ _ 174(148) o O I� O N in O CN N00 I O N N 00 00 00 c I ti N N N N � V) — fA U Q ULL U Q � Q LL SITE ,l N IaD 1 � NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 22 D.2. Build (2025) Alternative 1 Conditions Capacity Analysis The results of the Build (2025)Alternative 1 conditions capacity analysis for the study intersection and access points are shown in Table 8 and include the analysis of the volumes shown in Figure 11. As shown in table 8, similar deficiencies are expected to what was seen in the existing and no-build conditions analysis. Table 8: Intersection Level of Service Results - Build (2025) Alternative 1 Conditions IntersectionAM PM ID . . . Queue Queue Overall 0.75 D 51.0 - 0.95 F 93.0 - EB-L 0.47 E 58.7 199 0.35 C 31.9 102 EB-T 0.06 E 58.8 44 0.06 D 46.3 29 EB-R 0.74 E 76.7 78 0.87 E 69.9 60 WB-L 0.11 E 55.3 60 0.90 E 61.1 467 Ten Mile Rd& WB-T 0.20 E 67.1 92 0.09 D 36.3 52 1 Signal WB-R F 201.1 90 F 390.1 218 Overland Rd NB-L 0.23 B 12.4 78 0.62 C 27.9 104 NB-T 0.57 D 36.4 534 0.53 C 34.5 275 N B-R 0.45 C 34.8 231 0.24 C 30.5 18 SB-L 0.96 E 55.2 438 0.74 C 27.4 238 SB-T 0.21 B 16.1 141 0.87 D 38.5 735 SB-R 0.19 B 16.1 35 0.22 C 22.4 32 2 Overland Rd& Full- WB-L 0.20 A 7.9 18 0.17 A 7.7 15 Access#1 Access NB-LR 0.30 A 10.0 33 0.26 A 9.6 25 3 Overland Rd& Full- WB-L 0.02 A 7.3 3 0.02 A 7.3 3 Access#2 Access N B-LR 0.03 A 8.4 1 3 0.03 A 1 8.4 3 D.3. Build (2025) Alternative 1 Conditions Mitigation In addition to the mitigation from the existing and no-build analyses, a second westbound right-turn lane is likely needed to accommodate the westbound right-turning traffic. This is due to new conflicts that occur with the addition of a fourth leg of the intersection. Since a double right-turn lane does not conform to ACHD policy, it is noted that the same mitigations from the existing and no-build analyses will lower the V/C ration of the westbound right-turn lane to 1.00. It is also noted that continued extension of Overland Road may make the second turn lane unnecessary. Table 8. Table 9 shows the results of the mitigation analysis for Alternative 1. Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store NV5-3124077.00 NV5 23 Table 9: Mitigation Level of Service Results -Build (2025) Alternative 1 Conditions IntersectionAM PM ID . . Queue QueV Overall 0.80 D 35.9 - 10.83 D 36.6 - EB-L 0.43 D 42.9 133 0.35 C 33.8 111 EB-T 0.07 D 45.5 32 0.06 D 46.3 31 1.Double WB EB-R 0.89 E 76.7 62 0.87 E 69.9 64 LT& RT WB-LL 0.23 E 56.0 29 0.89 E 63.4 243 Ten Mile Rd& 2.WB RT WB-TR 0.27 C 31.3 122 1 0.60 C 32.8 131 1 Overland Rd Overlap WB-R 0.27 C 31.3 34 0.60 C 32.8 105 3. Lower AM NB-L 0.24 B 11.4 78 0.59 C 25.9 85 Cycle Length NB-T 0.67 C 34.2 537 0.49 C 31.6 275 NB-R 0.54 C 32.9 176 0.22 C 28.1 18 SB-L 0.96 D 54.6 481 1 0.72 C 24.5 206 SB-T 0.23 B 15.0 142 0.83 C 34.1 666 SB-R 0.21 B 15.1 42 1 0.21 C 20.7 30 Alternative 1 with only access points along the future Overland Road extension will mean a much larger number of opposing vehicles to the already high westbound traffic. This is expected to lead to slightly higher delay for the eastbound right-turning vehicles and the westbound left-turning vehicles. Table 10 below shows the breakdown of the site traffic percentage at each approach at the study intersections. Of the existing approaches,the highest impact of the site traffic will be on the westbound approach of Overland Road during the AM peak period, but it is only expected to account for 6.1%of traffic at the approach. Table 10: Alternative 1 Site Traffic Approach Percentages IntersectionSite Traffic% ID •• •. NB 2.7% 3.5% 1 Ten Mile Rd & SB 3.5% 1.7% Overland Rd EB 100% 100% WB 6.1% 1.3% NB 100% 100% 2 Overland Rd & EB 100% 100% Access#1 WB 100% 100% NB 100% 100% 3 Overland Rd & EB 0% 0% Access#2 WB 100% 100% Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 24 D.4. Build (2025) Alternative 2 Access Description Alternative 2 includes one right-in/right-out access point along Ten Mile Road and one full-access point along Overland Road. The expected distribution of traffic for this alternative is shown in Figure 11,the resulting site trips are shown in Figure 12, and the Build (2025) Alternative 2 volumes are shown in Figure 13. Figure 12. New Trip Assignment Alternative 2 %(%) --+ Inbound (Outbound) Proposed Driveway L H o10 +_ 10% 60% 4) 14 r 10% Overland Rd 0 15 (40%) 1 4 1 I & (20%) 0 0 0 0 I � N W W U N Q U 0 U � � Q L.L Access 1 _ _4 " (RI/RO) SITE (40%) Z 0 1 0-0 N o: 2 1, C NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 25 Figure 13. Pass-By Trip Assignment Alternative 2 %(%) Inbound (Outbound) Proposed Driveway CO O t N N +_ 10% r 70% 4) 14 r -10% Overland Rd 0 —► I (40%) 1 411 � zlhr► z o0 0 00 O N W N U � Q o U L? Q � Access 1 4J 1 ITE (RI/RO) _0% Z 0 1 S N aD f 1l c a� NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 26 Figure 14. Development Trips Alternative 2 ##(##) —►AM (PM)Peak Hour Traffic Volume TripGenerationTotal AMPeakHour 632 316 316 Proposed Driveway PMPeakHour53s 2ss 2ss o N Ln m t 0(0) H 0(0) `n N o 32 (27) r 213 (181) 4J 1 4 r -16(-13) Overland Rd — 0 0(0) I 127 7108) 1 h 1 0(0) Z I4,1r► 16(13) 0(0) Z oC90 o� N LO I O ci N 6) N � c-I c-I N 00 N U 0 U Q m O U Q Access 1 4 SITE _ (RI/RO) 1 148) -!V 0 1 N N M N o: NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 27 Figure 15. Build (2025)Alternative 2 Traffic Volumes ##(##) AM (PM) Peak Hour Traffic Volume Proposed Driveway o.. N O � � N t 195(536) H 0(0) `n � It 32 (27) 213 (181) 414 r 37(406) Overland Rd — 0 0(0) I 127 (108) 1 411 r► p(0) Z ' 16 (13) 00 0(0) 'Z o 1 o� N I O cI N � � � Tt N iv W U U ¢ O O a :3 Access 1 _ (RI/RO) 1 148) 'i 0 1 SITE _ N O ti d O N c-I N a 2 NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 28 D.5. Build (2025) Alternative 2 Conditions Capacity Analysis The results of the Build (2025)Alternative 2 conditions capacity analysis for the study intersection and access points are shown in Table 11 and include the analysis of the volumes shown in Figure 15. As shown in Table 11, similar deficiencies are expected to what was seen in the analysis for Alternative 1 and previous analyses. Table 11: Intersection Level of Service Results - Build (2025) Alternative 2 Conditions IntersectionAM PM ID • • • Queue Queue Overall 0.75 D 50.5 - • F 88.6 - EB-L 0.47 E 59.5 198 0.39 D 37.5 124 EB-T 0.06 E 58.5 44 0.12 D 52.9 33 EB-R 0.00 A 0.0 0 0.00 A 0.0 0 WB-L 0.13 E 55.5 70 F 292.7 690 Ten Mile Rd& WB-T 0.17 E 1 67.7 78 0.10 D 1 42.4 53 1 Overland Rd Signal WB-R F 225.3 90 F 209.5 346 NB-L 0.24 B 12.3 80 0.57 C 24.2 75 NB-T 0.56 D 35.2 528 0.43 C 27.0 275 NB-R 0.44 C 33.6 1 226 0.20 1 C 24.0 23 SB-L 0.96 D 54.7 447 0.68 B 20.0 172 S13-T 0.26 B 16.4 185 0.81 C 30.2 623 SB-R 0.07 B 14.2 2 0.07 B 16.2 0 Ten Mile Rd& 2 Access#1 RI/RO EB-R 0.27 B 11.8 28 0.59 E 35.2 88 3 Overland Rd& Full- WB-L 0.15 A 7.6 13 0.12 A 7.5 10 Access#2 Access N B-LR 0.15 A 8.9 1 13 0.12 A 8.8 10 D.6. Build (2025) Alternative 2 Conditions Mitigation The same mitigation from Alternative 2 would reduce the deficiencies shown in Table 11. Without the addition of a second westbound right-turn lane, the right turns are expected to lower to a V/C ratio of 1.02. Table 12 shows the results of the mitigation analysis for Alternative 2. Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 29 Table 12: Mitigation Level of Service Results -Build (2025) Alternative 2 Conditions IntersectionAM PM ID . . Queue Queue Overall 0.79 C 31.6 - 10.80 C 34.8 - EB-L 0.45 D 44.9 135 0.35 C 34.8 111 EB-T 0.07 D 44.4 32 0.07 D 47.2 32 1.Double WB EB-R 0.00 A 0.0 0 0.00 A 0.0 0 LT& RT WB-LL 0.40 E 58.0 35 0.87 D 54.2 220 Ten Mile Rd& 2.WB RT WB-TR 0.29 C 34.2 92 0.62 C 34.1 121 1 Overland Rd Overlap WB-R 0.29 C 34.2 35 0.62 C 34.1 71 3. Lower AM NB-L 0.24 B 10.6 77 0.61 C 27.0 96 Cycle Length NB-T 0.62 C 30.5 514 0.47 C 30.2 290 NB-R 0.50 C 1 29.4 168 1 0.22 C 1 26.9 0 SB-L 0.96 D 53.6 481 0.70 C 23.1 208 SB-T 0.28 B 14.4 180 0.86 D 35.3 750 SB-R 0.07 B 12.5 0 0.07 B 18.1 0 Alternative 2 with one right-in/right-out access on both Ten Mile Road and the new Overland Road extension is expected to operate better than Alternative 1 since less vehicles are expected to be at the eastbound approach, leading to less conflicting movements at the intersection. The westbound left-turning traffic is still expected to experience slightly high delay, but this is due to lower traffic volume rather than a sign of a problem at the intersection. Table 13 shows the percentage breakdown of site traffic at each approach, which is expected to be similar to Alternative 1. Table 13: Alternative 2 Site Traffic Approach Percentages IntersectionSite Traffic% ID .. •. NB 2.7% 3.5% 1 Ten Mile Rd & SB 3.5% 1.7% Overland Rd EB 100% 100% WB 6.1% 1.4% NB 2.7% 3.5% 2 Ten Mile Rd & SB 6.4% 1.7% Access#1 EB 100% 100% NB 100% 100% 3 Overland Rd & EB 0% Access#2 0% WB 100% 100% Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 30 D.7. Build (2025) Alternative 3 Access Description Alternative 3 includes one right-in/right-out access point along Ten Mile Road and one right-in/right- out access point along Overland Road. The expected distribution of traffic for this alternative is shown in Figure 14, the resulting site trips are shown in Figure 15, and the Build (2025)Alternative 3 volumes are shown in Figure 16. Figure 16. New Trip Assignment Alternative 3 %(%) Inbound (Outbound) Proposed Driveway 0 o t H 4 1 4 r 20% Overland Rd �► I (40%).7 n4j 1 r+ �► (20%)—+ o to z 0 0 N cn O U \ o U O Q O �i Access 1 (R I/RO) SITE (40%) Z 0 1 O .i N NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 31 Figure 17. Pass-By Trip Assignment Alternative 3 %(%) Inbound (Outbound) Proposed Driveway t 4J 1�► r Overland Rd � 0 I (40%).7 1 Z + o 0 I o 0 0 0 I � U \ o8 o U Q 0 W Access 1 _ _4J I (R I/RO) SITE (60%) Z 0 1 N NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 32 Figure 18. Development Trips Alternative 3 ##(##) --+AM (PM) Peak Hour Traffic Volume TripGeneration • UT AM Peak Hour s32 3is 31s Proposed Driveway PMPeakHour538 2ss 2ss N O N O (0) O C0 O 0(o) 0(0) 41 14 16 (13) Overland Rd — 0(0). Ir 127 (108)1 A41 1 r* 0(0)7 16 (13)—+ - o - o I0(0)-4, 00 o ao 0 N Ln O I N c-I N 04 CO cNI CN Q Access 1 4 1 SITE (RI/RO) 174(148) Z 0 1 N N M .i N NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 33 Figure 19. Build (2025)Alternative 3 Traffic Volumes ##(##) --+AM (PM) Peak Hour Traffic Volume Proposed Driveway ti� LO N O � N rn (.0 t 195(536) O zt 11 H 0(0) H 0(0) 4J 14 r 69 (432) Overland Rd 0(0) , If 127 (108)1 A41t1+ 0(0) Z ' 16 (13)—+ 00 O M 'i c-1 0(0)71� 0 O Lt -i N c I ti 0) 00 ' CA00 00 NN N c-I � N U) 0 (fl Ln c (N U Q M M Access 1 SITE (RI/RO) 1 148 Z 0 t N O ti O N ci N NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 34 D.8. Build (2025) Alternative 3 Conditions Capacity Analysis The results of the Build (2025)Alternative 3 conditions capacity analysis for the study intersection and access points are shown in Table 14 and include the analysis of the volumes shown in Figure 19. As shown in Table 14, similar deficiencies are expected to what was seen in the analysis for the previous analyses. The results also show that this alternative is expected to operate slightly worse than the other access alternatives. Table 14: Intersection Level of Service Results - Build (2025) Alternative 3 Conditions IntersectionAM PM ID • • • Queue Queue Overall 0.75 D 51.4 - • F 147.0 - EB-L 0.44 E 59.3 218 0.37 D 37.5 104 EB-T 0.07 E 61.8 50 0.11 D 52.0 29 EB-R 0.00 A 0.0 0 0.00 A 0.0 0 WB-L 0.24 E 56.8 128 •• F 116.0 387 Ten Mile Rd& WB-T 0.00 A 0.0 0 0.00 A 1 0.0 0 1 Overland Rd Signal WB-R F 225.3 0 F 692.4 230 NB-L 0.25 B 13.3 63 0.62 C 27.2 109 NB-T 0.57 D 36.5 489 0.44 C 28.0 282 NB-R 0.45 C 34.8 1 211 0.20 1 C 24.9 18 SB-L 0.96 E 55.3 390 0.68 C 20.4 230 SB-T 0.30 B 17.9 176 0.87 D 35.3 872 SB-R 0.00 A 0.0 0 0.00 A 0.0 0 Ten Mile Rd& 2 Access#1 RI/RO EB-R 0.32 B 13.5 33 0.68 E 46.5 110 Overland Rd& 3 RI/RO NB-R 0.15 A 8.9 13 0.12 A 8.8 10 Access#2 D.9. Build (2025) Alternative 3 Conditions Mitigation The same mitigation from the other alternatives analysis could reduce the deficiencies shown in Table 14. Table 15 shows the results of the mitigation analysis for Alternative 3. Taking away one of the westbound right-turn lanes would result in the westbound right-turning traffic having a V/C ratio of 1.02. Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store NV5-3124077.00 NV5 35 Table 15: Mitigation Level of Service Results -Build (2025) Alternative 3 Conditions IntersectionAM PM ID • . Queue Queue Overall 0.79 C 32.5 - 10.85 D 37.8 - EB-L 0.46 D 45.6 149 0.35 D 35.2 111 EB-T 0.08 D 46.2 36 0.08 D 48.6 32 1.Double WB EB-R 0.00 A 0.0 0 0.00 A 0.0 0 LT& RT WB-LL 0.56 E 57.7 54 0.88 D 54.2 231 Ten Mile Rd& 2.WB RT WB-TR 0.00 A 0.0 0 0.00 A 0.0 0 1 Overland Rd Overlap WB-R 0.27 C 34.4 0 0.60 C 33.9 61 3. Lower AM NB-L 0.25 B 11.4 67 0.67 C 29.1 109 Cycle Length NB-T 0.63 C 30.9 514 0.48 C 30.8 302 NB-R 0.50 C 1 29.8 168 1 0.22 C 27.3 0 SB-L 0.96 D 54.0 390 0.71 C 23.6 210 SB-T 0.32 B 15.6 183 0.92 D 41.9 814 SB-R 0.00 A 0.0 0 0.00 A 0.0 0 Alternative 3 is not expected to operate much differently from Alternative 2, with similar delays are the intersections,though the access onto Ten Mile Road will see much more use with the restricted access on Overland Road.The delay is only expected to impact site traffic, which could alternatively use the access on Overland Road to exit. Table 16 shows the large increase in site traffic traveling southbound to use the Ten Mile Road Access due to the restricted access on Overland Road. Table 16: Alternative 3 Site Traffic Approach Percentages IntersectionSite Traffic% ID •• •. NB 2.7% 3.5% 1 Ten Mile Rd & SB 3.5% 1.7% Overland Rd EB 100% 100% WB 6.1% 1.3% NB 2.7% 3.5% 2 Ten Mile Rd & SB 11.4% 3.7% Access#1 EB 100% 100% NB 100% 100% 3 Overland Rd & EB 0% Access#2 0% WB 100% 100% Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 36 D.10. Build (2025) Alternative 4 Access Description The final alternative, Alternative 4 includes one right-in/right-out/left-in access point along Ten Mile Road and one right-in/right-out access point along Overland Road. The expected distribution of traffic for this alternative is shown in Figure 20, the resulting site trips are shown in Figure 21, and the Build (2025) Alternative 4 volumes are shown in Figure 22. Figure 20. New Trip Assignment Alternative 4 %(%) Inbound (Outbound) Proposed Driveway 0 t 0 4 14 20% Overland Rd I (40%) j 41 t �► Z I �► (20%) 0 0 Q O Cc Access 1 4 SITE (RI/RO/LI) (40%) Z 0 4) t 0 0 N o: IaD c a� NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 37 Figure 21. Pass-By Trip Assignment Alternative 4 %(%) Inbound(Outbound) Proposed Driveway t Overland Rd � �0 I (40%) 1 1 z 0 0 0 NN U \ -.g00 o U Q CO Access 1 SITE (RI/RO/LI) (60%) Z 0 h 1 00 00 N NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 38 Figure 22. Development Trips Alternative 4 ##(##) AM (PM) Peak Hour Traffic Volume TripGeneration • " l IN OUT AM Peak Hour 632 316 316 Proposed Driveway • 538 269 269 ti N O N o t 0(0) O m O 0(0) ♦- 0(0) 4j 14 r 16 (13) Overland Rd — � �0 0(0) I 127 (108 J 41 t �► 0(0)- I 16(13) 0(0) Z o 0 o CN LO N N ci N � cI Q 00 cI Access 1 4_ 1 (RI/RO/LI1 SITE 148) Z 0 h t o co ti LO N 0? c-I N NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 39 Figure 23. Build (2025)Alternative 4 Traffic Volumes ##(##) AM (PM) Peak Hour Traffic Volume Proposed Driveway Lo N 0) N rn (.0 t 193(532) o zT 0(0) 0(0) 4J 14 69 (430) Overland Rd — 0(0) I 127 (108) 1 -01 1 (+ 0(0) Z ' 16 (13) 0(0) Z o ' Go 00 N I� N N 00 un O c0 in U 00 r- Q r i cM Access 1 (RI/RO/LI1 SITE 74 (148) Z 0 h 1 a ;4' O Ln 1 � o N cr a U f, NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 40 D.11. Build (2025) Alternative 4 Conditions Capacity Analysis The results of the Build (2025)Alternative 4 conditions capacity analysis for the study intersection and access points are shown in Table 17 and include the analysis of the volumes shown in Figure 23. As shown in Table 17, similar deficiencies are expected to what was seen in the analysis for the previous analyses. The results also show that this alternative is expected to operate the best of the four alternatives, and it is recommended over the others because it has the best operations at the intersection of Ten Mile Road and Overland Road while providing the best access for the development. Table 17: Intersection Level of Service Results - Build (2025) Alternative 4 Conditions AW PM ID Intersection Control „ . Queue Queue Overall 0.75 D 51.2 1 - 0.931 F 142.6 - EB-L 0.44 E 59.3 218 0.37 D 37.5 104 EB-T 0.07 E 61.8 50 0.11 D 52.0 29 EB-R 0.00 A 0.0 0 0.00 A 0.0 0 WB-L 0.24 E 56.8 128 F 114.4 385 Ten Mile Rd& WB-T 0.00 A 0.0 0 1 0.00 A 1 0.0 0 1 Overland Rd Signal Wl3-R F 218.8 0 - F 683.4 214 N B-L 0.00 A 0.0 0 0.00 A 0.0 0 NB-T 0.57 D 36.4 488 0.44 C 28.0 282 N B-R 0.45 C 34.8 1 209 0.20 1 C 24.9 18 SB1 0.96 E 55.2 390 0.68 C 20.4 230 S13-T 0.26 B 11.3 122 0.71 B 19.9 587 SB-R 0.00 A 0.0 0 0.00 A 0.0 0 2 Ten Mile Rd& RI/RO NB-L 0.15 A 9.4 13 0.38 C 23.2 43 Access#1 /LI EB-R 0.28 B 12.3 30 0.62 E 38.3 95 Overland Rd& 3 RI/RO NB-R 0.15 A 8.9 13 0.12 A 8.8 10 Access#2 D.12. Build (2025) Alternative 4 Conditions Mitigation The same mitigation from the previous analyses could reduce the deficiencies shown in Table 17. Table 18 shows the results of the mitigation analysis for Alternative 4. Only including a single westbound right-turn lane would result in a V/C ratio of 1.01 for the westbound right-turning traffic. Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store NV5-3124077.00 NV5 41 Table 18: Mitigation Level of Service Results -Build (2025) Alternative 4 Conditions I D Intersection Mitigation Movement Queue Queue • . • Overall 0.79 C 32.1 - 0.77 C 30.5 - EB-L 0.46 D 45.6 149 0.35 D 35.3 112 EB-T 0.08 D 46.2 36 0.08 D 48.6 32 1.Double WB EB-R 0.00 A 0.0 0 0.00 A 0.0 0 LT& RT WB-LL 0.56 E 57.7 54 1 0.88 D 54.2 231 Ten Mile Rd& 2.WB RT WB-TR 0.00 A 0.0 0 0.00 A 0.0 0 1 Overland Rd Overlap WB-R 0.27 C 34.5 0 0.60 C 34.0 60 3. Lower AM N B-L 0.00 A 0.0 0 0.00 A 0.0 0 Cycle Length NB-T 0.63 C 30.7 513 0.47 C 30.6 300 NB-R 0.50 C 29.6 168 1 0.22 C 27.2 0 SB-L 0.96 D 53.8 390 0.71 C 23.4 209 SB-T 0.27 A 8.9 125 0.74 1 C 22.3 533 SB-R 0.00 A 0.0 0 0.00 1 A 0.0 0 Alternative 4 is expected to reduce the amount of traffic that reaches the intersection of Ten Mile Road and Overland Road because northbound traffic would be able to turn into the access onto Ten Mile Road before reaching the intersection. This leads to a slightly better overall operation at the intersection than that of the other Alternatives,though restricting the access along Overland Road is likely to lead to more traffic traveling to the access on Ten Mile Road, though a lower southbound percentage than Alternative 3, as shown in Table 19. Table 19: Alternative 4 Site Traffic Approach Percentages IntersectionSite Traffic% ID •• •. NB 0.0% 0.0% 1 Ten Mile Rd & SB 3.5% 1.7% Overland Rd EB 100% 100% WB 6.1% 1.4% NB 2.7% 3.5% 2 Ten Mile Rd & SB 8.3% 2.4% Access#1 EB 100% 100% NB 100% 100% 3 Overland Rd & EB 0% Access#2 0% WB 100% 100% D.13. Driveway Access Analysis & Turn Lanes At the time of this study, the need for turn lanes on Overland Road cannot be evaluated properly because there is no eastbound traffic crossing the potential access points until the eventual extension of Overland Road. For left-turn lane evaluations at each potential access along either Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store NV5-3124077.00 NV5 42 Overland Road or Ten Mile Road, both roadways are expected to have a center two-way left-turn lane that can act as a turn lane for the access points. No additional evaluations would be needed. The only applicable turn lane evaluation across all potential access alternative would be for a right- turn lane at the access point along Ten Mile Road. According ACHD Policy 7100, Figure 7 (see below), any of the Alternative with access onto Ten Mile Road will require a right-turn lane. Ten Mile Road Access(Alternatives 2-4) In wio+ow xn ao U.n) ,m 50 NW RI Tum i 120 L • i ! SS qn 10 Alt 2 4 Alt 3 .a Alt 4 20 w (+ S aoo No roo uao ,•,co uoa ,sao ,rm ,xc WpRoaa Vaunr�onr 4lncuon�..ef T Altemative 2 Alternative 3 Altemative 4 Rt Major Rd Tum Major Rd lRtTuM Major Rd I Rt TurnAM 501 103 691 316 564 189 PM 1636 88 1 1797 1 269 1 1689 161 There are no sight distance concerns at the proposed access points, as the area around the site is very flat with no horizontal or vertical curves in the roadways. The future Overland Road extension is expected to extend in a mostly straight line for several thousand feet before there is a curve, allowing for good sight distance for any of the proposed access points along the extension. ACHD's policy typically does not allow for direct access points to arterial roadways, but since the site is completely bounded by arterial (or future arterial) roadways,there are no other options for access to the roadways. ACHD's policy states a minimum driveway separation of 380 feet for a 45 MPH roadway.The proposed property does not have 380 feet of frontage along Ten Mile Road, which means direct access to the roadway will not meet ACHD's spacing policy; therefore, access has been designed as far as possible from Overland Road. The proposed site plan has the driveway along Ten Mile Road at 300 feet south of Overland Road, which is the maximum it can be spaced without encroaching on the neighboring property. With respect to the access points on Overland Road,the proposed property only has 450 of frontage along the roadway, allowing for only one access to be able to meet ACHD's policy. The site plan currently has access points at 180 feet and 330 feet away from Ten Mile Road to separate car and truck traffic. If allowed,the closer access will likely need to be restricted to a right-in/right-out since it is closer to the Ten Mile Road intersection. Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store NV5-3124077.00 NV5 43 Conclusions and Recommendations E.1. Capacity Analysis Conclusions An analysis of the v/c ratios, LOS, delay, and expected queuing suggests that improvements already need to be made at the intersection of Ten Mile Road and Overland Road with or without the proposed Convenience Store development. Traffic volumes during the PM peak hour could benefit from additional lanes for both right and left-turning vehicles. The additional right-turn lane could be converted into a shared through/right lane whenever the fourth leg of the intersection is constructed. While ACHD does not normally install dual right-turn lanes,there are over 500 right-turning vehicles in an hour, which shows that additional capacity needs to be added to mitigate the traffic.The only alternative to multiple right-turn lanes would be to construct a complete bypass lane to allow for free- flowing traffic coming off Overland Road, essentially removing the traffic impact from the intersection. Additionally,the westbound right-turn lanes should be given an overlap phase to give additional clearance for vehicles turning onto Ten Mile Road.Traffic volumes along Overland Road could benefit from a lower cycle length at the intersection during the AM peak hour that is consistent with the cycle length of the PM peak hour(120 seconds). These mitigation measures would be effective at reducing deficiencies during every phase analyzed in this study. If an access point along Ten Mile Road is approved, it should be constructed with a right-turn deceleration lane. Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 44 APPENDIX Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 APPENDIX A: Site Plan Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 PROJECT ADDRESS: PARKING 2275 TEN MILE ROAD 26 STANDARD SPACES PROVIDED MERIDIAN ID 83642 6 OVERSIZED SPACES PROVIDED PERTINENT CODES 2 HANDICAP SPACES PROVIDED 2018INTERNATIONAL BUILDING CODE 34 TOTAL SPACES PROVIDED 2017 NATIONAL ELECTRICAL CODE BICYCLE PARKING 2018INTERNATIONAL MECHANICAL CODE 1 BIKE PARKING FOR EVERY 25 PARKING STALLS 2017 IDAHO STATE PLUMBING CODE REQUIRED-1 BIKE PARKING SPACE 2018 INTERNATIONAL ENERGY CONSERVATION CODE PROVIDED BIKES SPACES PROVIDED 2018INTERNATIONAL FIRE CODE MAXIMUM BUILDING HEIGHT-65'-0" 20091CC/ANSI/A117.1 PROPOSED MAXIMUM BUILDING HEIGHT-23'-8" F OCCUPANCY CLASSIFICATION:M BUILDING SETBACKS Q CONSTRUCTION TYPE:V-B I FRONT -0 TOTAL BUILDING AREA:6,445 SQ.FT REAR -0 FIRE SPRINKLER SYSTEM:NONE INTERIOR-0 I I I CURRENT ZONING:RUT(RURAL URBAN TRANSITION) LANDSCAPE BUFFERS ALONG ARTERIALS PROPOSED ZONING:C-C(COMMUNITY BUSINESS DISTRICT) 25'-0"ON OVERLAND 25'-0"ON TEN MILE 25'-0"ADJACENT TO RESIDENTIAL I I I uJ (1) 5'-0"WIDE MIN.(50 SQ.FT)LANDSCAPE ISLAND EVERY 12 SPACES 0 I 0 > 1 1 I 1 I I O Z EL rn EL o m \ \ OVERLAND RD M Ih I-- poco \\ \\ g =MM \ (N89°28'S5"W ) a o g(6 a \ \ N89°56'45"W 815.43 102' ACCESS 106'-," — aE — 61'4" o j o l ACCESS ACCESS :wL\ —-—-—-— —-—-—-—-—- —-—-— -—-—- - -—- - U)m ALL \ - - - - - — — — — — — — — — — — — — — — — PROPER 11�'44-E YO`�'�(��`+.', N G LL LINE �o, 9mf�F V 7a M I \ V �►� a �� 7 m I Q \f Oy / PROPERTY IN 1 5 LINE o I. l \ \ 19'-6" �\\ ADJACENT PROPERTY �� i a (NOT A PART) N 56�-9z" ® 26, so'-6" z5. _ }^- z w 37'-6' 15' FUEL CANOPY ANDSCA E _ BUFFER - 0\ \ ANDSCAPE O" 15, LJJ 1s ,2 C-STORE m� a -''II 5r, BUFFER I 6,445 sf 4 4 I ° h 1 1�1 1 2\ \\ I N \ I w • O J (� Z - � � PROPERTY \ \ 6 ��'•. '_� LndSCD c�0 LINE ) 0 V/OVERSIZE O \\\`//// COMMERCIAL w I O N\\ 0. LL O Z\\ n 10°��� \ -� a�I o z C.)J \ F. Z LU N8�k°2B`p7"VV ----------- I 0- vQ (N83052'17"W — — — — -—-—-—-—- N89°56'45"W 299.96' ' & N PROPERTY g m LINE (N89028'55"W) a " DRAWN CMH . DATE 4/16/24 CHECKED JOB NO. 24020 PRELIMINARY SITE STUDY SITE PLAN SCALE:1"=30'-0" K z z AS1.0 APPENDIX B: Traffic Counts Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 920 Blairhill Rd, Suite B106 Qro Charlotte, NC 28217 TRUE ABTA TO IMPROVE MOSILIiY File Name : 16653201 - S Ten Mile Rd -- W Overland Rd Site Code : 16653201 Start Date : 6/12/2024 Page No : 1 Groups Printed-Classes 1 2 3-Classes 4 thru 13 W Overland Rd S Ten Mile Rd S Ten Mile Rd Eastbound Westbound Northbound Southbound Start Time Left Thru Right U-Turn App.Total Left Thru Right U-Turn App.Total Left Thru I Right U-Turn App.Total Left Thru Right U-Turn App.Total IntTotal 07:00 AM 0 0 0 0 0 9 0 31 0 40 0 232 50 0 282 80 88 0 0 168 490 07:15 AM 0 0 0 0 0 10 0 45 0 55 0 228 62 0 290 88 115 0 0 203 548 07:30 AM 0 0 0 0 0 14 0 56 0 70 0 204 76 0 280 99 100 0 0 199 549 07:45 AM 0 0 0 0 0 17 0 45 0 62 0 223 77 0 300 119 123 0 0 242 604 Total 0 0 0 0 0 50 0 177 0 227 0 887 265 0 1152 386 426 0 0 812 2191 08:00 AM 0 0 0 0 0 10 0 40 0 50 0 194 62 0 256 94 108 0 0 202 508 08:15 AM 0 0 0 0 0 6 0 34 0 40 0 205 55 0 260 86 129 0 0 215 515 08:30 AM 0 0 0 0 0 19 0 64 0 83 0 204 44 0 248 102 93 0 0 195 526 08:45 AM 0 0 0 0 0 13 0 47 0 60 0 187 40 0 227 92 107 0 0 199 486 Total 0 0 0 0 0 48 0 185 0 233 0 790 201 0 991 374 437 0 0 811 2035 Grand Total 0 0 0 0 0 98 0 362 0 460 0 1677 466 0 2143 760 863 0 0 1623 4226 Apprch% 0 0 0 0 21.3 0 78.7 0 0 78.3 21.7 0 46.8 53.2 0 0 Total% 0 0 0 0 0 2.3 0 8.6 0 10.9 0 39.7 11 0 50.7 18 20.4 0 0 38.4 Classes 1,2,3 0 0 0 0 0 94 0 349 0 443 0 1609 460 0 2069 734 771 0 0 1505 4017 %Classes 1,2,3 0 0 0 0 0 95.9 0 96.4 0 96.3 0 95.9 98.7 0 96.5 96.6 89.3 0 0 92.7 95.1 Classes 4 thru 13 0 0 0 0 0 4 0 13 0 17 0 68 6 0 74 26 92 0 0 118 209 N classes 4 Mn 19 0 0 0 0 0 4.1 0 3.6 0 3.7 0 4.1 1.3 0 3.5 3.4 10.7 0 0 7.3 4.9 S Ten Mile Rd Out In Total 1958 1505 3463 81 118 199 2039 1 2 1 3662 0 771 734 0 0 92 26 0 01 863 760 0 Right Tju Left U-Turn CT 00 m� Z -o w w wo Lo0 0 North < < 6/12/2024 07:00 AM ~� O O O m 0 0 0 6/12/2024 08:45 AM a m co 0 0 0 E + Classes 1,2,3 A A Classes 4 thru 13 p o F C W A W d 7 000 O(O-I- F+ Left Thru Right U-Turn 460 0 046 6 0 466 0 74 966 2143 3104 Out In Total 920 Blairhill Rd, Suite B106 QC Charlotte, NC 28217 TRUE DATA SO fM PRpVE MOBILITY File Name : 16653201 - S Ten Mile Rd -- W Overland Rd Site Code : 16653201 Start Date : 6/12/2024 Page No : 2 W Overland Rd S Ten Mile Rd S Ten Mile Rd Eastbound Westbound Northbound Southbound Start Time I Left Thru Right U-Turn App Total Left Thru Right U-Turn App Total Left Thru I Right U-Turn App Total Left Thru Right I U-Turn App Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 0 0 0 10 0 45 0 55 0 228 62 0 290 88 115 0 0 203 548 07:30 AM 0 0 0 0 0 14 0 56 0 70 0 204 76 0 280 99 100 0 0 199 549 07:45 AM 0 0 0 0 0 17 0 45 0 62 0 223 77 0 300 119 123 0 0 242 604 08:00 AM 0 0 0 0 0 10 0 40 0 50 0 194 62 0 256 94 108 0 0 202 508 Total volume 0 0 0 0 0 51 0 186 0 237 0 849 277 0 1126 400 446 0 0 846 2209 App.Total 0 0 0 0 21.5 0 78.5 0 0 75.4 24.6 0 47.3 527 0 0 PHF .000 .000 .000 .000 .000 .750 .000 .830 .000 .846 .000 .931 .899 .000 .938 .840 .967 .000 .000 .874 t.914 920 Blairhill Rd, Suite B106 Qc Charlotte, NC 28217 TRUE DATA TO fMPRpVE MOSIIITV File Name : 16653201 - S Ten Mile Rd -- W Overland Rd Site Code : 16653201 Start Date : 6/12/2024 Page No : 1 Groups Printed-Classes 1 2 3 W Overland Rd S Ten Mile Rd S Ten Mile Rd Eastbound Westbound Northbound Southbound Start Time Left Thru Right U-Turn App.Totai Left Thru Right U-Turn App.Total Left Thru Right U-Turn App.Total Left Thru Right U-Turn App.Totai IntTotal 07:00 AM 0 0 0 0 0 9 0 31 0 40 0 219 48 0 267 77 81 0 0 158 465 07:15 AM 0 0 0 0 0 10 0 44 0 54 0 221 62 0 283 85 102 0 0 187 524 07:30 AM 0 0 0 0 0 14 0 53 0 67 0 200 76 0 276 96 86 0 0 182 525 07:45 AM 0 0 0 0 0 15 0 44 0 59 0 211 76 0 287 115 111 0 0 226 572 Total 0 0 0 0 0 48 0 172 0 220 0 851 262 0 1113 373 380 0 0 753 2086 08:00 AM 0 0 0 0 0 10 0 38 0 48 0 186 61 0 247 91 99 0 0 190 485 08:15 AM 0 0 0 0 0 6 0 30 0 36 0 196 55 0 251 82 115 0 0 197 484 08:30 AM 0 0 0 0 0 18 0 62 0 80 0 197 44 0 241 98 79 0 0 177 498 08:45 AM 0 0 0 0 0 12 0 47 0 59 0 179 38 0 217 90 98 0 0 188 464 Total 0 0 0 0 0 46 0 177 0 223 0 758 198 0 956 361 391 0 0 752 1931 Grand Total 0 0 0 0 0 94 0 349 0 443 0 1609 460 0 2069 734 771 0 0 1505 4017 Apprch IV. 0 0 0 0 21.2 0 78.8 0 0 77.8 22.2 0 48.8 51.2 0 0 Total% 0 0 0 0 0 2.3 0 8.7 0 11 0 40.1 11.5 0 51.5 18.3 19.2 0 0 37.5 920 Blairhill Rd, Suite B106 Qro Charlotte, NC 28217 TRUE ABTA TO IMPROVE MOSILIiY File Name : 16653201 - S Ten Mile Rd -- W Overland Rd Site Code : 16653201 Start Date : 6/12/2024 Page No : 2 W Overland Rd S Ten Mile Rd S Ten Mile Rd Eastbound Westbound Northbound Southbound "Sta Time I Left I Thru I Right U-Turn I App.Total Left I Thru I Right I U-Turn App.Total Left Thru I Right I U-Turn App.Total Left I Thru Right I U-Turn App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 0 0 0 10 0 44 0 54 0 221 62 0 283 85 102 0 0 187 524 07:30 AM 0 0 0 0 0 14 0 53 0 67 0 200 76 0 276 96 86 0 0 182 525 07:45 AM 0 0 0 0 0 15 0 44 0 59 0 211 76 0 287 115 111 0 0 226 572 08:00 AM 0 0 0 0 0 10 0 38 0 48 0 186 61 0 247 91 99 0 0 190 485 Total volume 0 0 0 0 0 49 0 179 0 228 0 818 275 0 1093 387 398 0 0 785 2106 %App.Total 0 0 0 0 21.5 0 78.5 0 0 74.8 25.2 0 49.3 50.7 0 0 PHF .000 .000 .000 .000 .000 .817 .000 .844 .000 .851 .000 .925 .905 .000 .952 .841 .896 .000 .000 .868 .920 920 Blairhill Rd, Suite B106 Qro Charlotte, NC 28217 TRUE ABTA TO IMPROVE M0131LIiY File Name : 16653201 - S Ten Mile Rd -- W Overland Rd Site Code : 16653201 Start Date : 6/12/2024 Page No : 1 Groups Printed-Classes 4 thru 13 W Overland Rd S Ten Mile Rd S Ten Mile Rd Eastbound Westbound Northbound Southbound Start Time Left Thru Right U-Turn App.Total Left Thru Right U-Turn App.Total Left Thru Right U-Turn App.Total Left Thru Right U-Tum App.Total InLTOteI 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 13 2 0 15 3 7 0 0 10 25 07:15 AM 0 0 0 0 0 0 0 1 0 1 0 7 0 0 7 3 13 0 0 16 24 07:30 AM 0 0 0 0 0 0 0 3 0 3 0 4 0 0 4 3 14 0 0 17 24 07:45 AM 0 0 0 0 0 2 0 1 0 3 0 12 1 0 13 4 12 0 0 16 32 Total 0 0 0 0 0 2 0 5 0 7 0 36 3 0 39 13 46 0 0 59 105 08:00 AM 0 0 0 0 0 0 0 2 0 2 0 8 1 0 9 3 9 0 0 12 23 08:15 AM 0 0 0 0 0 0 0 4 0 4 0 9 0 0 9 4 14 0 0 18 31 08:30 AM 0 0 0 0 0 1 0 2 0 3 0 7 0 0 7 4 14 0 0 18 28 08:45 AM 0 0 0 0 0 1 0 0 0 1 0 8 2 0 10 2 9 0 0 11 22 Total 0 0 0 0 0 2 0 8 0 10 0 32 3 0 35 13 46 0 0 59 104 Grand Total 0 0 0 0 0 4 0 13 0 17 0 68 6 0 74 26 92 0 0 118 209 Apprch% 0 0 0 0 23.5 0 76.5 0 0 91.9 8.1 0 22 78 0 0 Total% 0 0 0 0 0 1.9 0 6.2 0 8.1 0 32.5 2.9 0 35.4 12.4 44 0 0 56.5 920 Blairhill Rd, Suite B106 Qro Charlotte, NC 28217 TRUE ABTA TO IMPROVE MOSILIiY File Name : 16653201 - S Ten Mile Rd -- W Overland Rd Site Code : 16653201 Start Date : 6/12/2024 Page No : 2 W Overland Rd S Ten Mile Rd S Ten Mile Rd Eastbound Westbound Northbound Southbound "Sta Time I Left I Thru I Right U-Turn I App.Total Left I Thru I Right I U-Turn App.Total Left Thru I Right I U-Turn App.Total Left Thru Right I U-Tum App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 2 0 1 0 3 0 12 1 0 13 4 12 0 0 16 32 08:00 AM 0 0 0 0 0 0 0 2 0 2 0 8 1 0 9 3 9 0 0 12 23 08:15 AM 0 0 0 0 0 0 0 4 0 4 0 9 0 0 9 4 14 0 0 18 31 08:30 AM 0 0 0 0 0 1 0 2 0 3 0 7 0 0 7 4 14 0 0 18 28 Total volume 0 0 0 0 0 3 0 9 0 12 0 36 2 0 38 15 49 0 0 64 114 %App.Total 0 0 0 0 25 0 75 0 0 94.7 5.3 0 23.4 76.6 0 0 PHF .000 .000 .000 .000 .000 .375 .000 .563 .000 .750 .000 .750 .500 .000 .731 .938 .875 .000 .000 .889 .891 S Ten Mile Rd Out In Total 45 641 1 109 01 49 15 0 Right Thr eft U-Turn Peak Hour Data J 2 0 O r m C o North V O o Peak Hour Begins at 07:45 A m s r N CD a o + Classes 4 thru 13 �x w a E c �� p E o F7 C Np O — T r Left Thru Ri ht U-Turn 0 36 21 0 52 38 90 Out In Total 920 Blairhill Rd, Suite B106 Qro Charlotte, NC 28217 TRUE ABTA TO IMPROVE AAOSILIiY File Name : 16653201 - S Ten Mile Rd -- W Overland Rd Site Code : 16653201 Start Date : 6/12/2024 Page No : 1 Groups Printed-Bikes Peds W Overland Rd S Ten Mile Rd S Ten Mile Rd Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds App.Totai Left Thru Right Peds App.Totat Left Thru Right Peds App.Total Left Thru Right Peds App.Total Mjotal 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 Total 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 2 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 2 Apprch% 0 0 0 0 100 0 0 0 0 0 100 0 0 0 0 0 Total% 0 0 0 0 0 50 0 0 0 50 0 0 50 0 50 0 0 0 0 0 920 Blairhill Rd, Suite B106 Qro Charlotte, NC 28217 TRUE ABTA TO IMPROVE MOSILIiY File Name : 16653201 - S Ten Mile Rd -- W Overland Rd Site Code : 16653201 Start Date : 6/12/2024 Page No : 2 W Overland Rd S Ten Mile Rd S Ten Mile Rd Eastbound Westbound Northbound Southbound Start Time I Left I Thru I Right Peds I App.Total Left I Thru I Right I Peds App.Total Left Thru I Right I Peds App.Total Left Thru Right I Peds App.Toal Inf.TOfal Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 Total volume 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 2 /a App.Total 0 0 0 0 100 0 0 0 0 0 100 0 0 0 0 0 PHF 1 .000 .000 .000 .000 .000 0 .0.250 .000 .000 .000 .2500 .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 920 Blairhill Rd, Suite B106 Qro Charlotte, NC 28217 TRUE ABTA TO IMPROVE A1081LIiY File Name : 16653202 - S Ten Mile Rd -- W Overland Rd Site Code : 16653202 Start Date : 6/12/2024 Page No : 1 Groups Printed-Classes 1 2 3-Classes 4 thru 13 W Overland Rd S Ten Mile Rd S Ten Mile Rd Eastbound Westbound Northbound Southbound Start Time Left Thru Right U-Turn App.Total Left Thru Right U-Turn App.Total Left Thru I Right U-Turn App.Total Left Thru Right U-Tum App.Total Int.TOtal 04:00 PM 0 0 0 0 0 58 0 109 0 167 0 147 20 0 167 56 223 0 0 279 613 04:15 PM 0 0 0 0 0 64 0 131 0 195 0 140 24 0 164 81 269 0 0 350 709 04:30 PM 0 0 0 0 0 65 0 121 0 186 0 153 27 0 180 80 270 0 0 350 716 04:45 PM 0 0 0 0 0 83 0 122 0 205 0 168 26 0 194 75 259 0 0 334 733 Total 0 0 0 0 0 270 0 483 0 753 0 608 97 0 705 292 1021 0 0 1313 2771 05:00 PM 0 0 0 0 0 92 0 147 0 239 0 149 22 0 171 74 332 0 0 406 816 05:15 PM 0 0 0 0 0 109 0 147 0 256 0 146 30 0 176 74 270 0 0 344 776 05:30 PM 0 0 0 0 0 95 0 99 0 194 0 168 21 0 189 70 292 0 0 362 745 05:45 PM 0 0 0 0 0 105 0 119 0 224 0 136 34 0 170 66 289 0 0 355 749 Total 0 0 0 0 0 401 0 512 0 913 0 599 107 0 706 284 1183 0 0 1467 3086 Grand Total 0 0 0 0 0 671 0 995 0 1666 0 1207 204 0 1411 576 2204 0 0 2780 5857 Apprch% 0 0 0 0 40.3 0 59.7 0 0 85.5 14.5 0 20.7 79.3 0 0 Total% 0 0 0 0 0 11.5 0 17 0 28.4 0 20.6 3.5 0 24.1 9.8 37.6 0 0 47.5 Classes 1,2,3 0 0 0 0 0 667 0 964 0 1631 0 1159 201 0 1360 560 2154 0 0 2714 5705 %Classes 1,2,3 0 0 0 0 0 99.4 0 96.9 0 97.9 0 96 98.5 0 96.4 97.2 97.7 0 0 97.6 97.4 Classes 4 thru 13 0 0 0 0 0 4 0 31 0 35 0 48 3 0 51 16 50 0 0 66 152 v Claasea 4 Mti 19 0 0 0 0 0 0.6 0 3.1 0 2.1 0 4 1.5 0 3.6 2.8 2.3 0 0 2.4 2.6 S Ten Mile Rd Out In Total [2123 2714 4837 79 66 145 2202 27 4982 0 2154 560 0 0 50 16 0 01 2204 576 0 Right Thu Left U-Turn CTy000 00 $ o m� A(0m i�io � ~ J we f A . 0 o O North 6/12/2024 04:00 PM ~� o 0 o m 0 0 0. 6/12/2024 05:45 PM rn w w m Lo1-� r rn<n 0 0 0 E + Classes 1,2,3 �x j A 0 o o S Classes 4 thru 13 c N N o p o F Cg CJI toN m?to � T r Left Thru Right U-Turn 0 1159 201 0 0 48 3 0 0 1207 204 0 28761 14111 4286 Out In Total 920 Blairhill Rd, Suite B106 Qro Charlotte, NC 28217 TRUE ABTA TO IMPROVE MOSILIiY File Name : 16653202 - S Ten Mile Rd -- W Overland Rd Site Code : 16653202 Start Date : 6/12/2024 Page No : 2 W Overland Rd S Ten Mile Rd S Ten Mile Rd Eastbound Westbound Northbound Southbound "Sta Time I Left I Thru I Right U-Turn I App.Total Left I Thru I Right I U-Turn App.Total Left Thru I Right I U-Turn App.Total Left Thru Right I U-Turn App.Total Int.Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 92 0 147 0 239 0 149 22 0 171 74 332 0 0 406 816 05:15 PM 0 0 0 0 0 109 0 147 0 256 0 146 30 0 176 74 270 0 0 344 776 05:30 PM 0 0 0 0 0 95 0 99 0 194 0 168 21 0 189 70 292 0 0 362 745 05:45 PM 0 0 0 0 0 105 0 119 0 224 0 136 34 0 170 66 289 0 0 355 749 Total volume 0 0 0 0 0 401 0 512 0 913 0 599 107 0 706 284 1183 0 0 1467 3086 %App.Total 0 0 0 0 43.9 0 56.1 0 0 84.8 15.2 0 19.4 80.6 0 0 PHF .000 .000 .000 .000 .000 .920 .000 .871 .000 .892 .000 .891 .787 .000 .934 .959 .891 .000 .000 .903 .945 920 Blairhill Rd, Suite B106 Qc Charlotte, NC 28217 TRUE DATA TO fMPRpVE MOSIIITV File Name : 16653202 - S Ten Mile Rd -- W Overland Rd Site Code : 16653202 Start Date : 6/12/2024 Page No : 1 Groups Printed-Classes 1 2 3 W Overland Rd S Ten Mile Rd S Ten Mile Rd Eastbound Westbound Northbound Southbound Start Time Left Thru Right U-Turn App.Totai Left Thru Right U-Turn App.Total Left Thru Right U-Turn App.Total Left Thru Right U-Turn App.Totai IntTotal 04:00 PM 0 0 0 0 0 56 0 105 0 161 0 129 20 0 149 54 216 0 0 270 580 04:15 PM 0 0 0 0 0 64 0 126 0 190 0 135 24 0 159 80 257 0 0 337 686 04:30 PM 0 0 0 0 0 65 0 114 0 179 0 146 27 0 173 79 267 0 0 346 698 04:45 PM 0 0 0 0 0 82 0 120 0 202 0 163 25 0 188 72 254 0 0 326 716 Total 0 0 0 0 0 267 0 465 0 732 0 573 96 0 669 285 994 0 0 1279 2680 05:00 PM 0 0 0 0 0 92 0 143 0 235 0 143 21 0 164 70 323 0 0 393 792 05:15 PM 0 0 0 0 0 109 0 146 0 255 0 142 30 0 172 69 266 0 0 335 762 05:30 PM 0 0 0 0 0 95 0 95 0 190 0 166 20 0 186 70 286 0 0 356 732 05:45 PM 0 0 0 0 0 104 0 115 0 219 0 135 34 0 169 66 285 0 0 351 739 Total 0 0 0 0 0 400 0 499 0 899 0 586 105 0 691 275 1160 0 0 1435 3025 Grand Total 0 0 0 0 0 667 0 964 0 1631 0 1159 201 0 1360 560 2154 0 0 2714 5705 Apprch IV. 0 0 0 0 40.9 0 59.1 0 0 85.2 14.8 0 20.6 79.4 0 0 Total% 0 0 0 0 0 11.7 0 16.9 0 28.6 0 20.3 3.5 0 23.8 9.8 37.8 0 0 47.6 920 Blairhill Rd, Suite B106 Qro Charlotte, NC 28217 TRUE ABTA TO IMPROVE MOSILIiY File Name : 16653202 - S Ten Mile Rd -- W Overland Rd Site Code : 16653202 Start Date : 6/12/2024 Page No : 2 W Overland Rd S Ten Mile Rd S Ten Mile Rd Eastbound Westbound Northbound Southbound "Sta Time I Left I Thru I Right U-Turn I App.Total Left I Thru I Right I U-Turn App.Total Left Thru I Right I U-Turn App.Total Left Thru Right I U-Turn App.Total Int.Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 92 0 143 0 235 0 143 21 0 164 70 323 0 0 393 792 05:15 PM 0 0 0 0 0 109 0 146 0 255 0 142 30 0 172 69 266 0 0 335 762 05:30 PM 0 0 0 0 0 95 0 95 0 190 0 166 20 0 186 70 286 0 0 356 732 05:45 PM 0 0 0 0 0 104 0 115 0 219 0 135 34 0 169 66 285 0 0 351 739 Total volume 0 0 0 0 0 400 0 499 0 899 0 586 105 0 691 275 1160 0 0 1435 3025 %App.Total 0 0 0 0 44.5 0 55.5 0 0 84.8 15.2 0 19.2 80.8 0 0 PHF .000 .000 .000 .000 .000 .917 .000 .854 .000 .881 .000 .883 .772 .000 .929 .982 .898 .000 .000 .913 .955 S Ten Mile Rd Out In Total 1085 14351 1 2520 01 1160 275 0 Right Thr eft U-Turn Peak Hour Data F O o North o o t_+F c � o Peak Hour Begins at 05:00 P oj 3 s r O 0 CD a o + Classes 1 2 3 �;z o a 0� o E c �� E o F c 4 p1 > > o m— T r Left Thru Ri ht U-Turn 0 586 105 0 1560 691F 2251 Out In Total 920 Blairhill Rd, Suite B106 Qc Charlotte, NC 28217 TRUE DATA TO fMPRpVE MOSIIITV File Name : 16653202 - S Ten Mile Rd -- W Overland Rd Site Code : 16653202 Start Date : 6/12/2024 Page No : 1 Groups Printed-Classes 4 thru 13 W Overland Rd S Ten Mile Rd S Ten Mile Rd Eastbound Westbound Northbound Southbound Start Time Left Thru Right U-Turn App.Totai Left Thru Right U-Turn App.Total Left Thru Right U-Turn App.Total Left Thru Right U-Turn App.Total lntTotal 04:00 PM 0 0 0 0 0 2 0 4 0 6 0 18 0 0 18 2 7 0 0 9 33 04:15 PM 0 0 0 0 0 0 0 5 0 5 0 5 0 0 5 1 12 0 0 13 23 04:30 PM 0 0 0 0 0 0 0 7 0 7 0 7 0 0 7 1 3 0 0 4 18 04:45 PM 0 0 0 0 0 1 0 2 0 3 0 5 1 0 6 3 5 0 0 8 17 Total 0 0 0 0 0 3 0 18 0 21 0 35 1 0 36 7 27 0 0 34 91 05:00 PM 0 0 0 0 0 0 0 4 0 4 0 6 1 0 7 4 9 0 0 13 24 05:15 PM 0 0 0 0 0 0 0 1 0 1 0 4 0 0 4 5 4 0 0 9 14 05:30 PM 0 0 0 0 0 0 0 4 0 4 0 2 1 0 3 0 6 0 0 6 13 05:45 PM 0 0 0 0 0 1 0 4 0 5 0 1 0 0 1 0 4 0 0 4 10 Total 0 0 0 0 0 1 0 13 0 14 0 13 2 0 15 9 23 0 0 32 61 Grand Total 0 0 0 0 0 4 0 31 0 35 0 48 3 0 51 16 50 0 0 66 152 Apprch IV. 0 0 0 0 11.4 0 88.6 0 0 94.1 5.9 0 24.2 75.8 0 0 Total% 0 0 0 0 0 2.6 0 20.4 0 23 0 31.6 2 0 33.6 10.5 32.9 0 0 43.4 S Ten Mile Rd Out In Total 79 L--rNl 145 01 50 16 0 Right T�u Le� U-Turn ��o o o a �O F r. c o North `° c c o m o 6/12/2024 04:00 PM w m L 6/12/2024 05:45 PM a �� O Classes 4 thru 13 0 o 7 O A— Left Thru Ri ht U-Turn 0 48 31 0 54 51F 105 Out In Total 920 Blairhill Rd, Suite B106 Qro Charlotte, NC 28217 TRUE ABTA TO IMPROVE MOSILIiY File Name : 16653202 - S Ten Mile Rd -- W Overland Rd Site Code : 16653202 Start Date : 6/12/2024 Page No : 2 W Overland Rd S Ten Mile Rd S Ten Mile Rd Eastbound Westbound Northbound Southbound Start Time I Left I Thru I Right U-Turn I App.Toal Left I Thru I Right I U-Turn App.Total Left Thru I Right I U-Turn App.Total Left Thru Right U-Tum App.Toal Int.TOtal Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 2 0 4 0 6 0 18 0 0 18 2 7 0 0 9 33 04:15 PM 0 0 0 0 0 0 0 5 0 5 0 5 0 0 5 1 12 0 0 13 23 04:30 PM 0 0 0 0 0 0 0 7 0 7 0 7 0 0 7 1 3 0 0 4 18 04:45 PM 0 0 0 0 0 1 0 2 0 3 0 5 1 0 6 3 5 0 0 8 17 Total volume 0 0 0 0 0 3 0 18 0 21 0 35 1 0 36 7 27 0 0 34 91 %App.Total 0 0 0 0 14.3 0 85.7 0 0 97.2 2.8 0 20.6 79.4 0 0 PHF .000 .000 .000 .000 .000 .375 .000 .643 .000 .750 .000 .486 .250 .000 .500 .583 .563 .000 .000 .654 t.689 920 Blairhill Rd, Suite B106 Qro Charlotte, NC 28217 TRUE ABTA TO IMPROVE AAOSILIiY File Name : 16653202 - S Ten Mile Rd -- W Overland Rd Site Code : 16653202 Start Date : 6/12/2024 Page No : 1 Groups Printed-Bikes Peds W Overland Rd S Ten Mile Rd S Ten Mile Rd Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds App.Totai Left Thru Right Peds App.Totat Left Thru Right Peds App.Total Left Thru Right Peds App.Total Mjotal 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 05:00 PM 0 0 0 0 0 0 0 1 2 3 0 0 0 0 0 0 0 0 0 0 3 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 05:45 PM 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 3 Total 0 0 0 0 0 0 0 1 5 6 0 0 0 0 0 1 0 0 0 1 7 Grand Total 0 0 0 0 0 0 0 1 7 8 0 0 0 0 0 1 0 0 0 1 9 Apprch% 0 0 0 0 0 0 12.5 87.5 0 0 0 0 100 0 0 0 Total% 0 0 0 0 0 0 0 11.1 77.8 88.9 0 0 0 0 0 11.1 0 0 0 11.1 920 Blairhill Rd, Suite B106 Qro Charlotte, NC 28217 TRUE ABTA TO IMPROVE MOSILIiY File Name : 16653202 - S Ten Mile Rd -- W Overland Rd Site Code : 16653202 Start Date : 6/12/2024 Page No : 2 W Overland Rd S Ten Mile Rd S Ten Mile Rd Eastbound Westbound Northbound Southbound Start Time I Left I Thru I Right Peds I App.Toal Left I Thru I Right I Peds App.Total Left Thru I Right I Peds App.Total Left Thru Right I Peds App.Toal Inf.TOfal Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 1 2 3 0 0 0 0 0 0 0 0 0 0 3 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 05:45 PM 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 3 Total volume 0 0 0 0 0 0 0 1 5 6 0 0 0 0 0 1 0 0 0 1 7 %App.Total 0 0 0 0 0 0 16.7 83.3 0 0 0 0 100 0 0 0 PHF 0 .0.000 .000 .000 .000 .0000 .000 .250 .417 .500 .000 .000 .000 .000 .000 .250 .000 .000 .000 .250 .583 Controller Database Timing Sheet ACHI if ld� Durw Station: 417 - Ten Mile & Overland ( Standard-4/20/2024 8:10:49 PM) Type: Scout Ethernet v85.3/v85.4 Firmware: 85.4.2 Created By: ntdomain\schowdhur Modified By: Reviewed By: Y Phase Times and Options(1.1.1/1.1.2/1.1.4) 1 2 3 4 5 6 7 8 9 10 11 1 12 13 14 15 16 Table - 1 MIN GRN 0 8 0 10 0 8 5 10 0 0 0 0 0 0 0 0 Gap Ext 0 2 0 2 0 2 2 2 0 0 0 0 0 0 0 0 MAX 1 0 30 0 50 0 30 45 60 0 0 0 0 0 0 0 0 Max 2 0 50 0 50 0 50 30 50 0 0 0 0 0 0 0 0 Yel Clr 0 5 0 5 0 5 5 5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Red Clr 0 2 0 2 0 2 2 2 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Walk 0 7 0 7 0 7 0 7 0 0 0 0 0 0 0 0 Ped Clr 0 26 0 25 0 25 0 29 0 0 0 0 0 0 0 0 Red Revt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Add Init 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Init 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gap Reduce Time B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gap Reduce Cars B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Reduce Gap Reduce Time To 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gap Reduce ReduceBy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gap Reduce Min Gap 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DyMaxLim 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Step 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Enable P X X X X X Min Recall X X Max Recall Ped Recall Soft Recall Lock Calls 417 1/36 8/8/2024 2:35:24 PM Phase Times and Options(1.1.1/1.1.2/1.1.4) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Auto Flash Entry X X Auto Flash Exit X X Dual Entry X X Enable Simul Gap X X X X X X X X Guarantd Passage Rest In Walk Condit'I Service Non-Actuated 1 Non-Actuated 2 Added Init Calc S S S S S S S S S S S S S S S S Hold to Max Ring 1 1 1 1 2 2 2 2 0 0 0 0 0 0 0 0 Startup RED RED RED WALK RED RED RED WALK RED RED RED RED RED RED RED RED C 1 5 5 7 7 1 1 3 3 0 0 0 0 0 0 0 0 C 2 6 6 8 8 2 2 4 4 0 0 0 0 0 0 0 0 C 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 417 2/36 8/8/2024 2:35:24 PM Phase Times and Options(1.1.1/1.1.2/1.1.4) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 C 24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 417 3/36 8/8/2024 2:35:24 PM Phase Times+ and Options+(1.1.3/1.1.5) 2 4 6 8 Table - 1 Reservice PedClr Thru Yel Skip Red-NoCall Red Rest Max II Max Inhibit Ped Delay Red Rest On Gap Grn/Ped Delay Time 5 5 5 5 Omit Yel/Yel P 0 0 0 0 Ped Out/Ovlp P 0 0 0 0 Start Yel/Nxt P 0 0 0 0 C1 0 0 0 0 C2 0 0 0 0 C3 0 0 0 0 C4 0 0 0 0 I 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 I 17 I 18 I 19 417 4/36 8/8/2024 2:35:24 PM Phase Times+ and Options+(1.1.3/1.1.5) 2 4 6 8 I 20 I 21 I 22 I 23 I 24 I 25 I 26 I 27 I 28 I 29 I 30 I 31 I 32 Redirect P Calls From 1 0 0 0 0 Redirect P Calls To 1 0 0 0 0 Redirect P Calls From 2 0 0 0 0 Redirect P Calls To 2 0 0 0 0 Redirect P Calls From 3 0 0 0 0 Redirect P Calls To 3 0 0 0 0 Redirect P Calls From 4 0 0 0 0 Redirect P Calls To 4 1 0 1 0 1 0 1 0 Ring Sequences(1.2.4) 1 2 3 4 Table - 1 1 1 5 0 0 2 2 6 0 0 3 3 7 0 0 4 4 8 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 417 5/36 8/8/2024 2:35:24 PM Ring Sequences(1.2.4) 1 2 3 4 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 2 1 1 6 0 0 2 2 5 0 0 3 3 7 0 0 4 4 8 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 417 6/36 8/8/2024 2:35:24 PM Ring Sequences(1.2.4) 1 2 3 4 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 3 1 2 5 0 0 2 1 6 0 0 3 3 7 0 0 4 4 8 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 417 7/36 8/8/2024 2:35:24 PM Ring Sequences(1.2.4) 1 2 3 4 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 4 1 2 6 0 0 2 1 5 0 0 3 3 7 0 0 4 4 8 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 417 8/36 8/8/2024 2:35:24 PM Ring Sequences(1.2.4) 1 2 3 4 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 5 1 1 5 0 0 2 2 6 0 0 3 3 8 0 0 4 4 7 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 417 9/36 8/8/2024 2:35:24 PM Ring Sequences(1.2.4) 1 2 3 4 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 1 0 1 0 1 0 1 0 Table - 6 1 1 6 0 0 2 2 5 0 0 3 3 8 0 0 4 4 7 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 417 10/36 8/8/2024 2:35:24 PM Ring Sequences(1.2.4) 1 2 3 4 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 7 1 2 5 0 0 2 1 6 0 0 3 3 8 0 0 4 4 7 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 417 11/36 8/8/2024 2:35:24 PM Ring Sequences(1.2.4) 1 2 3 4 31 L 0 0 0 0 32 0 0 0 0 Table - 8 1 2 6 0 0 2 1 5 0 0 3 3 8 0 0 4 4 7 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 9 417 12/36 8/8/2024 2:35:24 PM Ring Sequences(1.2.4) 1 2 3 4 1 1 5 0 0 2 2 6 0 0 3 4 7 0 0 4 3 8 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 10 1 1 6 0 0 2 2 5 0 0 3 4 7 0 0 417 13/36 8/8/2024 2:35:24 PM Ring Sequences(1.2.4) 1 2 3 4 4 3 8 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 11 1 2 5 0 0 2 1 6 0 0 3 4 7 0 0 4 3 8 0 0 5 0 0 0 0 6 0 0 0 0 417 14/36 8/8/2024 2:35:24 PM Ring Sequences(1.2.4) 1 2 3 4 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 12 1 2 6 0 0 2 1 5 0 0 3 4 7 0 0 4 3 8 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 417 15/36 8/8/2024 2:35:24 PM Ring Sequences(1.2.4) 1 2 3 4 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 13 1 1 5 0 0 2 2 6 0 0 3 4 8 0 0 4 3 7 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 417 16/36 8/8/2024 2:35:24 PM Ring Sequences(1.2.4) 1 2 3 4 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 14 1 1 6 0 0 2 2 5 0 0 3 4 8 0 0 4 3 7 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 417 17/36 8/8/2024 2:35:24 PM Ring Sequences(1.2.4) 1 2 3 4 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 15 1 2 5 0 0 2 1 6 0 0 3 4 8 0 0 4 3 7 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 417 18/36 8/8/2024 2:35:24 PM Ring Sequences(1.2.4) 1 2 3 4 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 Table - 16 1 2 6 0 0 2 1 5 0 0 3 4 8 0 0 4 3 7 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 417 19/36 8/8/2024 2:35:24 PM Ring Sequences(1.2.4) 1 2 3 4 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 0 0 0 0 417 20/36 8/8/2024 2:35:24 PM Overlap Program ming(1.5.2.X.1) 1 j 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Table - 1 Inc 1 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 Inc 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inc 32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 1 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 Mod 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 417 21/36 8/8/2024 2:35:24 PM Overlap Program ming(1.5.2.X.1) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Mod 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mod 32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NORMA NORMA NORMA NORMA NORMA NORMA NORMA NORMA NORMA NORMA NORMA NORMA NORMA NORMA NORMA Type L L L L L L L FYA-4 L L L L L L L L Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Yellow 3.5 3.5 3.5 3.5 3.5 3.5 3.5 5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Red 1.5 1.5 1 1.5 1 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Overlap Confl Prog+(1.5.2.X.2) 8 417 22/36 8/8/2024 2:35:24 PM Overlap Confl Prog+(1.5.2.X.2) 8 Table - 1 Phs 01 0 Phs 02 0 Phs 03 0 Phs 04 0 Phs 05 0 Phs 06 0 Phs 07 0 Phs 08 0 Phs 09 0 Phs 10 0 Phs 11 0 Phs 12 0 Phs 13 0 Phs 14 0 Phs 15 0 Phs 16 0 Phs 17 0 Phs 18 0 Phs 19 0 Phs 20 0 Phs 21 0 Phs 22 0 Phs 23 0 Phs 24 0 Phs 25 0 Phs 26 0 Phs 27 0 Phs 28 0 Phs 29 0 Phs 30 0 Phs 31 0 Phs 32 0 Olp 1 0 Olp 2 0 Olp 3 0 417 23/36 8/8/2024 2:35:24 PM Overlap Confl Prog+(1.5.2.X.2) 8 Olp 4 0 Olp 5 0 Olp 6 0 Olp 7 0 Olp 8 0 Olp 9 0 Olp 10 0 Olp 11 0 Olp 12 0 Olp 13 0 Olp 14 0 Olp 15 0 Olp 16 0 Olp 17 0 Olp 18 0 Olp 19 0 Olp 20 0 Olp 21 0 Olp 22 0 Olp 23 0 Olp 24 0 Olp 25 0 Olp 26 0 Olp 27 0 Olp 28 0 Olp 29 0 Olp 30 0 Olp 31 0 Olp 32 0 Ped 1 8 Ped 2 0 Ped 3 0 Ped 4 0 Ped 5 0 Ped 6 0 Ped 7 0 417 24/36 8/8/2024 2:35:24 PM Overlap Confl Prog+(1.5.2.X.2) 8 Ped 8 0 Ped 9 0 Ped 10 0 Ped 11 0 Ped 12 0 Ped 13 0 Ped 14 0 Ped 15 0 Ped 16 0 Ped 17 0 Ped 18 0 Ped 19 0 Ped 20 0 Ped 21 0 Ped 22 0 Ped 23 0 Ped 24 0 Ped 25 0 Ped 26 0 Ped 27 0 Ped 28 0 Ped 29 0 Ped 30 0 Ped 31 0 Ped 32 0 Overlap Program Params+(1.5.2.X.3) 8 Table - 1m Leading Green Transit Input 0 FYA Delay Time 5 PedCallClear PedClearTime 0 GoBarNoNext OverrideExcl OverrideYellow X 417 25/36 8/8/2024 2:35:24 PM Overlap Program Params+(1.5.2.X.3) 8 RestInWalk PedRecycle GmExtInh 1 GmExtInh 2 GmExtInh 3 GmExtInh 4 GmExtInh 5 GmExtInh 6 GmExtInh 7 GmExtInh 8 GmExtInh 9 GmExtInh 10 GmExtInh 11 GmExtInh 12 GmExtInh 13 GmExtInh 14 GmExtInh 15 GmExtInh 16 GmExtInh 17 GmExtInh 18 GmExtInh 19 GmExtInh 20 GmExtInh 21 GmExtInh 22 GmExtInh 23 GmExtInh 24 GmExtInh 25 GmExtInh 26 GmExtInh 27 GmExtInh 28 GmExtInh 29 GmExtInh 30 GmExtInh 31 GmExtInh 32 FYA VICE Disable FYA Skip Red 417 26/36 8/8/2024 2:35:24 PM Overlap Program Params+(1.5.2.X.3) 8 FYA After Preempt FYA Ext Overlap 0 FYA ImmedReturn X AUXGreenSwap OverrideGreen OverrideRed PedRecall GoBarMinFlash 0 FYAGapMin 0 FYAGapMax 0 FYAGapExt 0 FYAGapDetl 0 FYAGapDet2 0 FYAGapDet3 0 FYAGapDet4 0 FYARedB4Ped RING FYAMinTime 5 FYACa I I Ph 0 Channels Assignments(1.8.1/2) 14 15 16 17 18 19 20 21 22 23 24 Table - 1 1 PH/OLP # �Ml 2 3 4 5 6 8 8 9 10 11 12 2 4 6 8 1 3 5 7 0 0 0 0 Type VEH VEH VEH VEH VEH VEH OLP VEH OLP OLP OLP OLP PED PED PED PED PED PED PED PED VEH VEH VEH VEH Flash Red X X X X X X X X X X X X Flash Yellow Flash Green Alt Hz Dim Green Dim Yellow Dim Red Dim Cyc + + + + + + + + + + + + + + + + + + + + + + + + Coordination Modes/Plus(2.1/1.4.1) Value Table - 1 IOpMode 0 417 27/36 8/8/2024 2:35:24 PM Coordination Modes/Plus(2.1/1.4.1) Value ForceOffMode FIXED Correction Mode SHRT/LNG MaximumMode MAX 1 Force-Off Plus RESERVED Closed Loop External Latch Sec Frc Stop In Walk X Walk Recycle NO—RECYCLE FreeOnSegChang X ExtPattern DynShortway SyncPulsetime 0 Plan A 0 Plan C 0 Easy Float Auto Err Reset X NTCIP Yield Sign - NTCIP Yield 0 Leave Walk Before TIMED Leave Walk After TIMED NoAddedInit PeclCallInh ExtFailPattern 0 ExtOnCommFail Plan B 0 Plan D 0 Patterns(2.4) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 15 1 16 1 17118119120121122123124125126127128129130131132 Table - 1 Cycle 1170 0 11201 0 1 0 0 1 0 1 0 0 1 0 1120 0 1 0 1170170 0 1 0 1 0 0 1 0 1130 0 1 0 1 0 0 1 0 1 0 1 0 1701 0 1 0 0 Offset 38 0 118 0 0 0 0 0 0 0 111 0 0 0 38 0 0 0 0 0 15 0 0 0 0 0 0 0 38 0 0 0 Split 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 seqnc 1 1 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Pattern Tran/CoorPhs(2.5/2.6) 417 28/36 8/8/2024 2:35:24 PM 1 1 2 3 4 5 1 6 7 1 8 1 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Table - 1 Sht 10 0 10 10 0 0 0 1 0 0 1 101 10 0 1 0 1 10 10 1 0 1 0 1 0 0 1 0 1 10 0 1 0 1 0 0 1 10 1 0 1 0 10 1 0 1 0 0 Lng 25 17 25 25 17 17 17 17 17 25 25 17 17 25 25 17 17 17 17 17 25 17 17 17 17 24 17 17 25 17 17 17 Dwl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ely Yld 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE Off Ref GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN RN Ret Hld Flt Mint/ . MinP . Percentage MI Sh Way 1 Sh Way 2 X X X X X Sh Way 3 Sh Way 4 Sh Way . Sh Way 6 X X X X X . Sh Way 7 Sh Way 8 Sh Way 9 Sh Way 10 Sh Way 11 Sh Way 12 Sh Way13 . Sh Way 14 . Sh Way 15 Sh Way 16 Sh Way 17 Sh Way 18 Sh Way 19 Sh Way 20 Sh Way 21 . Sh Way 22 . Sh Way 23 Sh Way 24 . . . . . . . . . . . . I - . I I .. I I. 9 417 29/36 8/8/2024 2:35:24 PM Pattern Tra n/C oorPhs(2.5/2.6) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Sh Way 25 Sh Way 26 Sh Way 27 . Sh Way 28 Sh Way 29 Sh Way 30 Sh Way 31 Sh Way 32 . POpt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PTime 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 DetGrp 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Call/Inh 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 ASC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CNA1 Max2 Dia DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT DFT Free Ring . Free Ring2 Free Ring3 Free Ringo Free Rings Free Ring6 Free Ring? Free Ring8 Splits Expanded(2.7.X.1) 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Table - 1 Time 0 36 0 134 0 36 45 89 0 0 0 0 0 0 0 0 Coord Phase X Mode NON NON NON MAX NON NON NON MAX NON NON NON NON NON NON NON NON Table - 2 Time 0 30 0 50 0 30 20 50 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON MIN NON NON NON MIN NON NON NON NON NON NON NON NON Table - 3 (Time 1 0 1 40 1 0 1 80 1 0 1 40 1 22 1 58 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 417 30/36 8/8/2024 2:35:24 PM Splits Expanded(2.7.X.1) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X . Mode I NON I NON I NON I MAX I NON I NON I NON I MAX I NON I NON I NON I NON I NON I NON I NON NON Table - 4 Time 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode I NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Table - 5 Time 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode I NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Table - 6 ` Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Table - 7 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Table - 8 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase . . . . . . . . . . . . . . . . Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON ble - 9 i ime 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Table - 10 Time 0 20 0 50 0 10 20 50 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON MIN NON NON NON MIN NON NON NON NON NON NON NON NON Table - 11 ime 0 36 0 84 0 36 31 53 0 0 0 0 0 0 0 0 Coord Phase X. . . . . . . . . . . . . . Mode NON NON NON MAX NON NON NON MAX NON NON NON NON NON NON NON NON ble - 12 i ime 0 30 0 50 0 30 45 50 0 0 0 0 0 0 0 0 Coord Phase 417 31/36 8/8/2024 2:35:24 PM Splits Expanded(2.7.X.1) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 (Mode I NON I NON I NON I MIN I NON I NON I NON I MIN I NON I NON I NON I NON I NON I NON I NON I NON Table - 13 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Table - 14 Time 0 1 55 1 0 1 115 1 0 1 55 1 27 1 88 1 0 1 0 0 1 0 1 0 1 0 1 0 0 Coord Phase X Mode NON I NON I NON I MIN I NON I NON I NON I MIN NON NON NON I NON NON NON NON NON Table - 15 Time 0 36 0 134 0 36 64 1 70 1 0 0 0 0 0 0 0 0 Coord Phase X . Mode NON NON NON MAX NON NON NON MAX NON NON NON NON NON NON NON NON Table - 16 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Table - 17 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Table - 18 Time 0 0 0 0 0 0 7 0 0 0 —F-77 0 To I 0 I 0 I 0 I 0 Coord Phase . Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Table - 19 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Table - 20 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Table - 21 Time 0 36 0 94 0 36 40 54 0 0 0 0 0 0 0 0 Coord Phase X Mode NON NON NON I MXP I NON I NON I NON I MIN I NON I NON I NON I NON NON NON NON NON 417 32/36 8/8/2024 2:35:24 PM Splits Expanded(2.7.X.1) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Table - 22 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Table - 23 Time 07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode I NON NON NON NON NON NON I NON NON NON NON NON NON NON NON NON NON Table - 24 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode I NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Table - 25 Time 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD Table - 26 ` MIM Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase . Mode NVD �NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD Table - 27 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD Table - 28 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD Table - 29 MrL ime 0 36 0 134 0 36 84 50 0 0 0 0 0 0 0 0 Coord Phase X Mode NON NON NON MAX NON NON MAX MIN NON NON NON NON NON NON NON NON Table - 30 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD Table - 31 417 33/36 8/8/2024 2:35:24 PM Splits Expanded(2.7.X.1) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coord Phase Mode NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD NVD Table - 32 Time 036 0 134 0 36 45 120 0 0 0 0 Coord Phase Mode NON NON NON MAX jNON NON NON AXJ NON NON NON NON NON NON NON NON Adv Schedule(4.3) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Table - 1 Sun X X Mon X X . Tue X X . Wed X X Thu X X X Fri X X Sat X X Jan X X X Feb X X X Mar X X X . Apr X X X . May X X X Jun X X Jul X X Aug X X Sep X X X Oct X X X Nov X X X X . Dec X X X X . 01 X X X 02 X X X 03 X X X 04 X X X 05 X X X 06 X X X . . . . . . .. . . . .. . 07 X X X . 417 34/36 8/8/2024 2:35:24 PM Adv Schedule(4.3) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 08 X X X . 09 X X X 10 X X X . 11 X X X 12 X X X 13 X X X 14 X X X 15 X X X . 16 X X x . 17 X X X 18 X X X 19 X X X 20 X X X 21 X X X 22 X X X X 23 X X X X . 24 X X X x . 25 X X X X X 26 X X X X 27 X X X X 28 X X X X 29 X X X 30 X X X 31 X X X . Plan 1 2 3 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Day Plan(4.4) JL 1 2 3 4 5 7 8 —9—] 10 11 12 13 14 15 16 17 18 19 20 Table - 1 Hour 0 6 9 15 18 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 30 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 33 1 33 3 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Table - 2 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Table - 3 417 35/36 8/8/2024 2:35:24 PM Day Plan(4.4) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 187 19 20 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Table - 4 (Hour 1010101010101010 0 01010 010 01010 0 0 � 0 � Minute I0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 3 3 0 0 Actions(4.5) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Table - 1 Pattern 1 2 3 4 5 6 7 1 8 1 9 110 11112113 14115116 17118119120 21122123 24125126127 28129130 31 1321254 Aux 1 . Aux . Aux 3 Special 1 Special 2 Special 3 Special 4 Special 5 Special 6 . Special 7 . Special 8 Pre1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pre2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 417 36/36 8/8/2024 2:35:24 PM d (OIL 8) (FYA) 4 7 1 L Ped. Phase 2 � 00 � 2 cNo m a a -6 76 a d Overland Ped. Phase 6 F 8 IACHD Standard Phasing j Diagram ------------------------ 1 S 2 3 4 Ring 1 5 6 7 8 Ring 2 FYA Location: Ten Mile&Overland (#417) 5.17.22 PhasingDiagram 417_Ten Mile&Overland-Diagram Rev.-05292003MB APPENDIX Q Scoping Document Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 N V 5 MEMORANDUM OF UNDERSTANDING To: Sam Standal,Assistant Traffic Engineer(sstandal@achdidaho.or ) Mindy Wallace,AICP, Planning Review Supervisor(mwallace@achdidaho.org) From: John Karnowski, PE, PTOE,AICP(iohn.karnowski@NV5.com) Date: August 7, 2024 Re: Memorandum of Understanding - Traffic Impact Study for Proposed Convenience Store - Ten Mile Road &Overland Road This memo conveys current information related to the preliminary scope of a Traffic Impact Study(TIS)for a proposed convenience store/gas station in Meridian, Idaho. It outlines the study area for the TIS,the trip generation, background growth, nearby developments,trip distribution and analysis scenarios. Site Description The TIS will comply with ACHD guidelines including analysis, reporting, and development of any necessary mitigation measures meeting minimum design Level-of-Service (LOS) D for suburban roadways and intersections. LOS D is considered to be the design standard for each lane movement. The proposed development is located at the southwest corner of the intersection of Ten Mile Road and Overland Road. The project will include a gas station with 20 vehicle fueling positions as well as a 6,445 square foot convenience store.The project is expected to be completed by the end of 2025. Site Trip Generation The number of trips generated by the proposed development was estimated using equations provided in the ITE Trip Generation Manual, 111" Edition. The following table provides a summary of the results for daily, AM peak hour, and PM peak hour conditions. According to ITE, a Convenience Store/Gas Station is expected to have a high pass-by trip rate(75%),so the separate trips are shown below. PERIODLAND USE TOTAL IN OUT Daily 6,916 3,458 3,458 Total Gross Trips(GFA 5.5-10K&20 VFP) AM Peak Hour 632 316 316 PM Peak Hour 538 269 269 Daily -5,188 -2,594 -2,594 Pass-By Trips (75%of Gross) AM Peak Hour -474 -237 -237 PM Peak Hour -404 -202 -202 Daily 1,728 864 864 Net New Trips AM Peak Hour 158 79 79 PM Peak Hour 134 67 67 Site Access The site proposes to have one (1) access point onto Ten Mile Road and two (2) access points onto Overland Road. The westernmost access point will have direct access to truck fueling stations and the other will access the regular fueling stations and vehicle parking.After discussion with ACHD,three access points are not likely to be approved,so instead the traffic study will analyze the following scenarios: 1. Two full-access Points onto Overland Road and no access to Ten Mile Road 2. One Right-In/Right-Out access point onto Ten Mile Road and only the western access point on Overland Road as full-access 3. One Right-In/Right-Out access point onto Ten Mile Road and only the western access point on Overland Road as a Right-In/Right-Out access point 4. One Right-In/Right-Out/Left-in onto Ten Mile Road and only the western access point on Overland Road as a Right-in/Right-Out For each scenario, a queuing analysis will be performed for the proposed access points. 690 S Industry Way Suite 10 1 Meridian,ID 83642 I www.NV5.com I Office 208.275.8703 CONSTRUCTION QUALITY ASSURANCE - INFRASTRUCTURE- ENERGY- PROGRAM MANAGEMENT - ENVIRONMENTAL Ten Mile Road&Overland Road Convenience Store TIS Scoping Document August 7,2024 Page 2 of 14 Figure 1.Site Location x u IAeridian Middle - It.l.rl vs.r School 4 C a si le brook Meudion High °= West Pine Avinrpt 1Yeit Pme Rvenise School West Pine Ayenue Cheste rG eld sv"' 9 — � ��. �-.�p`ryJ'.� rr�>s.. � � � ��•r��a�9$a��.r �.�—�+�ira�.�r-a+��•--a—ar•y_ � x west Franklin Road West Franklin Road West Franklin Read East Franklin 7 J e° c u _ 4n•r��,PC Z � ; MalfardEanding �k-` � East Cen 'iup Honton IE ri. 1 )lietnam ytterans Memonal Highway _; 'u µ Rena is High 5 t Wirt O rrland Road west Overland Road East Overland Roo 69 Spar n 'Meridian Green west Lamont Road a SITE s y Road West Victory Road -- .Wmt IAtory Road .£ -.- r'-} Ease YctoryRoad m iirl�c - LJ Kentu[ky Ridge C a vsn a i, r F � Estates —____ ' y y I CJce dgeY :� U+dloypt:rock sratez i � A Study Intersections Per discussion with ACHD,the only intersection that will be included in the study is the intersection of Ten Mile Road and Overland Road.The intersection is currently a three-leg intersection but will be analyzed with a fourth leg for the build scenario only, since the proposed development will be the beginning of the future extension of Overland Road. Figure 2 shows the study intersection and the driveway locations. N115 CONSTRUCTION QUALITY ASSURANCE-INFRASTRUCTURE-ENERGY-PROGRAM MANAGEMENT-ENVIRONMENTAL Ten Mile Road&Overland Road Convenience Store TIS Scoping Document August 7,2024 Page 3 of 14 Figure 2.Study Location Aerial Map r _ t a a� c r . - ._ +�irw.. •t ■ W Overland Rd -......L Ft r 1 r r ±. �a fr rt n -- W Lamont Rd Traffic Counts New peak hour traffic counts(7-9a, 4-6p)will be collected at the following locations: 1. Ten Mile Road &Overland Road Background Growth and Approved Development Projects There are several developments under construction along Overland Road that will continue to be constructed after the proposed development is completed. If provided with the traffic studies for those developments,traffic from them will be analyzed in the study. Otherwise, a COMPASS Model suggests a growth rate of 4% for the segment of Ten Mile Road north of Overland Road, 4.1%south of Overland Road, and 4.6% on Overland Road. The project is expected to be completed by the end of 2025,so traffic will be grown for one(1)year. N i 5 CONSTRUCTION QUALITY ASSURANCE-INFRASTRUCTURE-ENERGY-PROGRAM MANAGEMENT-ENVIRONMENTAL Ten Mile Road&Overland Road Convenience Store TIS Scoping Document August 7,2024 Page 4 of 14 Figure 3. Background Developments r�t Future Mixed �. s Employment Future High- ., 4 { Density Residential Future Medium- Density Residential SITE f� 1 .F rr N Planned Roadway Projects There is a plan to extend Overland Road west towards Airport Road, making it and arterial roadway. With the construction of the proposed Convenience Store/ Gas Station,the signal at the intersection will be modified to accommodate the fourth leg of traffic.Signal timings for the analysis in the build scenario will be optimized using the existing cycle length for consistency. No additional extension of the roadway is expected to be completed before the construction of the Convenience Store is completed. It is assumed that the new leg will have an eastbound left-turn lane and a shared through/right lane as well as a single westbound lane. Trip Distribution The assignment and directional distribution of new project trips on the transportation network are based on the expected service areas, employment centers, nearby development, and population density in Meridian, ID. Figures 4-6 shows the expected trip distribution in terms of percentage of site traffic within the study area. N i 5 CONSTRUCTION QUALITY ASSURANCE-INFRASTRUCTURE-ENERGY-PROGRAM MANAGEMENT-ENVIRONMENTAL Ten Mile Road&Overland Road Convenience Store TIS Scoping Document August 7,2024 Page 5of14 Figure 4. Expected New Trip Distribution (Access Scenario 1) %(%} Inbound(Outbound) Proposed Driveway a t 0 �--� 10% 4— 20Yo r 10% r 90% 4 `► Overland Rd � � 'O .71 j (10% �►� (40%) t 1 � �► 9 {20%} 7t o a N CV �7 N U 45 U d U Q Q Q W- SITE N Cr a NOT TO SCALE N i 5 CONSTRUCTION QUALITY ASSURANCE-INFRASTRUCTURE-ENERGY-PROGRAM MANAGEMENT-ENVIRONMENTAL Ten Mile Road&Overland Road Convenience Store TIS Scoping Document August 7,2024 Page 6 of 14 Figure 5. Expected Pass-By Trip Distribution (Access Scenario 1) %(%} Inbound(Outbound) Proposed Driveway � � t o � 10% 20% 10% r 90% 4 `F -20% Overland Rd O I (7) .71F 74o%)-t 41 t 14 141 (60%) 0 0 o a N N 45 Vi U N U U d U Q U U Q Q LL ,� SITE N Cr a 4) NOT TO SCALE N i 5 CONSTRUCTION QUALITY ASSURANCE-INFRASTRUCTURE-ENERGY-PROGRAM MANAGEMENT-ENVIRONMENTAL Ten Mile Road&Overland Road Convenience Store TIS Scoping Document August 7,2024 Page 7of14 Figure 6. Expected New Trip Distribution (Access Scenario 2) %(%) Inbound(Outbound) Proposed Driveway a a IL 4-� m +— 10% r 60% 4) 1�► r 10% Overland Rd ::7 15 (40%) 1 (20%) .i 1 I Z o I � N CN N N VJCD U U U � � Access 1 SITE (RI/RO) (40%) Z 0 t 0 D r N I I, 2 NOT TO SCALE N i 5 CONSTRUCTION QUALITY ASSURANCE-INFRASTRUCTURE-ENERGY-PROGRAM MANAGEMENT-ENVIRONMENTAL Ten Mile Road&Overland Road Convenience Store TIS Scoping Document August 7,2024 Page 8 of 14 Figure 7. Expected Pass-By Trip Distribution (Access Scenario 2) %(%) Inbound(Outbound) Proposed Driveway C IL +_ 10% r 70% j�► r 10:� Overland Rd 0 ::7 19 (40%) 1 1 f Z � f1 �► � � a 0 N CN N N N U n N 4 0• J U co L Access 1 SITE (RI/RO) (60%) Z 0 T N I I, 2 NOT TO SCALE N i 5 CONSTRUCTION QUALITY ASSURANCE-INFRASTRUCTURE-ENERGY-PROGRAM MANAGEMENT-ENVIRONMENTAL Ten Mile Road&Overland Road Convenience Store TIS Scoping Document August 7,2024 Page 9 of 14 Figure 8. Expected New Trip Distribution (Access Scenario 3) %(%) Inbound(Outbound) Proposed Driveway t 4J 1 4 r 20% Overland Rd � �'0 + (40%)1 44+1 1 f* Ir} (20%)—+ � � o a N Q N � U ` � U � O OO Access 1 SITE (RVRO) (40%) 0 N NOT TO SCALE N i 5 CONSTRUCTION QUALITY ASSURANCE-INFRASTRUCTURE-ENERGY-PROGRAM MANAGEMENT-ENVIRONMENTAL Ten Mile Road&Overland Road Convenience Store TIS Scoping Document August 7,2024 Page 10 of 14 Figure 9. Expected Pass-By Trip Distribution (Access Scenario 3) %(%) Inbound(Outbound) Proposed Driveway t 4J 14 r Overland Rd I (40°/a7 7 � 1 b I Q N Q N � Q cD -� T Access 1 J SITE (RVRO) (60%) _V 0 t N NOT TO SCALE N i 5 CONSTRUCTION QUALITY ASSURANCE-INFRASTRUCTURE-ENERGY-PROGRAM MANAGEMENT-ENVIRONMENTAL Ten Mile Road&Overland Road Convenience Store TIS Scoping Document August 7,2024 Page 11 of 14 Figure 10. Expected Pass-By Trip Distribution(Access Scenario 4) %(%) Inbound(Outbound) Proposed Driveway 0 L 'T 4-- 4J 14 20% Overland Rd i (40%) .1 *It (+ oilr► (20%) 01, 0 O O) t Q d Access 1 _4J SITE (R1/130/1-I) 0% 0 � 1 N NOT TO SCALE N i 5 CONSTRUCTION QUALITY ASSURANCE-INFRASTRUCTURE-ENERGY-PROGRAM MANAGEMENT-ENVIRONMENTAL Ten Mile Road&Overland Road Convenience Store TIS Scoping Document August 7,2024 Page 12 of 14 Figure 11. Expected Pass-By Trip Distribution(Access Scenario 4) % %] inbound (Outbound) Proposed Driveway t Overland Rd `I #(40%) 1 � 1 r► 0 t Ny N � ci OC 0 0 Q (5 T Access 1 4J I SITE (RI/R0/LI) 0% "i 0 41 1 * v 00 N NOT TO SCALE N i 5 CONSTRUCTION QUALITY ASSURANCE-INFRASTRUCTURE-ENERGY-PROGRAM MANAGEMENT-ENVIRONMENTAL Ten Mile Road&Overland Road Convenience Store TIS Scoping Document August 7,2024 Page 13 of 14 Analysis Scenarios Capacity analyses will be completed utilizing Synchro 120 and Highway Capacity Manual, 71"Edition methodology.The study intersection and site access points will be analyzed during the surrounding roadways' weekday AM and PM peak hours under the following traffic scenarios: • Existing(2024) • No-build (2025) • Build (2025) - with two(2)full-access points on Overland Road • Build (2025) - with one (1) RIRO on Ten Mile Road and one(1)full-access point on Overland Road • Build (2025) - with one (1) RIRO on Ten Mile Road and one(1) RIRO on Overland Road • Build (2025) - with one (1) RIRO/LI on Ten Mile Road and one(1) RIRO on Overland Road Driveway Analysis A turn lane analysis will be completed for the site driveways using NCHRP 457 for two-way, stop controlled intersections in each scenario.Sight distance and spacing analysis will be performed for the different site access locations. Report The report will be prepared with adherence to TIS requirements found in ACHD General Requirements 7106 and ACHD Technical Requirements 7200.The following is the required setup for capacity analysis per ACHD guidelines.These will be followed, as applicable, in the Synchro analysis. Variable Existing Analysis Future Year Analysis HCS Analysis Type' Operations HCS Report Type Full Report and Back of Queue Worksheets or Long Report HCM Analysis Duration 0.25 hours PHF Actual by approach 0.902 RTOR Actual count or 0 Existing percentage or 0 Unit Extension 3 sec Arrival Type HCM Exhibit 10-18 Start.Up Time 2 sec Extension of Effective Green Time 2 sec Walking Speed 4 ft/sec3 1 3.5 ft/sec3 Pedestrian Volume Actual count or 400 CBD or 50 non-CBD Pedestrian Travel Distance Distance from top of ramp to opposite curb Lane Utilization Factor HCM Exhibit 10-23 Phasing Existing Leading/Protected left turns Actuation Type Existing Fully actuated except Boise CBD Cycle Length Use Cycle Length from Table Base(Ideal)Saturation Flow Rate 1800 Lane Width Existing Existing I Existing4 • Heavy Vehicles Existing% •Grade Existing% Parking maneuvers per hour HCM Exhibit 10-20 Bus Stops per hour HCM Exhibit 10-21 Yellow Time 4 sec 40 mph and under; 5 sec over 40 mph Red Time 1 sec Min Vehicle Green Time 5 sec Min Pedestrian Green Time 5 sec Upstream filtering adjust factor HCM Exhibit 15-75 'The preferred software is the latest version of the HCS or Synchro. 2Use existing PHF if existing PHF is > 0.90 and no capacity improvements are planned. 3Use walking speed of 3 ft/sec around certain land uses such as schools. 4Use ACHD Policy Manual if improvements will be completed by analysis year. 5Use value of 1.0 if nearest upstream signal is greater than 1/2 mile away. NY5 CONSTRUCTION QUALITY ASSURANCE-INFRASTRUCTURE-ENERGY-PROGRAM MANAGEMENT-ENVIRONMENTAL Ten Mile Road&Overland Road Convenience Store TIS Scoping Document August 7,2024 Page 14 of 14 Agreed To and Accepted by: ACH D Date Applicant Date N NI5 CONSTRUCTION QUALITY ASSURANCE-INFRASTRUCTURE-ENERGY-PROGRAM MANAGEMENT-ENVIRONMENTAL Gas Station/Convenience Store Proposed Development The following summarizes the results of an area of influence model run for a proposed development generally southwest of Overland Rd and Ten Mile Rd. The proposed development shown in Figure 1 will consist of 12 fueling positions and a 6,445 square foot convenience store. Buildout is estimated by 2025. b� 1267 iovooall Proposed Development 1258 247 INTERSTATE -OTHER FREEWAY'EXPRESSWAY PROPOSED OTHER FREE WAY,EXPRESS WAY PRI NCI PAL ARTERIAL ---PROPOSED PRINCIPAL ARTERIAL -MINCRARTERIAL ---PROPOSED MINCRARTERIAL I 241 COLLECTOR ---PROPOSED COLLECTOR TAZ BOUNDARIES ®PROPOSED DEVELOPMENT APPROVED PRELIMINARY PLAT PENDING PRELIMINARY PUT Figure 1 Table 1 provides the existing demographics for TAZ 1258 and the proposed development's demographics used for the area of influence model run. Table 1 2023 2025 2050 (Proposed) HH Jobs HH Jobs HH Jobs TAZ 1258 6 0 6 10 30 0 Surrounding TAZs 31 94 71 147 345 640 Total 37 94 77 157 375 640 Figure 2 Area of Influence Figure y Peak Hour Demand with Proposed Development Figure m Peak Hour Demand+±outProposed Development V 2 $ k \ \ ^ » al \ / ¥ ~ m m 2 $ �' }ƒ \� \ 0 \® /\ � � z z �+ V m \) / \ p m m gg w /nd m GG mG a_,w a_,R a_,w am,e w m 2 = ! , e_,R Berta d dIn In CO Figure 5:Surrounding Area TAZs 1267 1245 f �Je i • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Proposed'/ Development 1 1258 247 INTERSTATE OTHER FREEWAY/EXPRESSWAY — — PROPOSED OTHER FREEWAYIEXPRESSWAY PRINCIPAL ARTERIAL — — — PROPOSED PRINCIPAL ARTERIAL MINORARTERIAL — — — PROPOSED MINOR ARTERIAL COLLECTOR 1241 PROPOSED COLLECTOR TAZ BOUNDARIES ® PROPOSED DEVELOPMENT ZONE REGION HH23 JDB523 HH25 JOBS25 HH50 JOBS50 APPROVED PRELIMINARY PLAT 1245 Meridian 21 71 2 117 0 550 1267 Ada Rural 291 23 29 30 65 90 PENDING PRELIMINARY PLAT 1247 Meridian 01 0 40 0 280 0 Figure 6, Figure 7,and Figure 8: Compounded Annual Growth Rates Note to Reviewers: The primary purpose of this report is to help agencies determine the scope of a Traffic Impact Study(TIS) and to assist TIS preparers in establishing trip distributions. New demand forecasted by the regional model for a proposed development may not match ITE Trip Generation estimates and they are not intended to replace the trip generation process of the TIS. Disclaimer Reaardina Undated Model: The results documented in this report are based on the latest regional model, maintained by COMPASS, released in October of 2021, and based on the COMPASS 2050 Vision adopted in August 2021. Due to changes in demographics, TAZs, model network and model parameters, results should not be compared to those provided prior to October of 2021. Figure 2:Area of Influence(percent contribution to the total peak hour demand) m a+g as � � o m b N' O a m N g o b dg� m� F o ❑vemnd Pd 0.2 1268 � o Lamont Rd Lamort Rd Lamont Rd Lamort Rd x 4 .. ?•� 24.2 n � m in H m m � z o m 9 ti o C n � Figure 3 Pak Hour Demand with Proposed Development ¥ Ivey f\ e � J m 94 k \ )oVf ~ 0�\/�d ) _�ndm �$ @ � � } ` } 245 125.8 e _+gym a_!w &_,w @_!@ @_!E - - 2 @ 31 m ! „ a_!w La Mort R \� � \In In IT § 6 ƒƒ § ƒ Figure 4 Peak Hour Demand without Proposed Deeopment & ¥ �f\ e � J m � - + ® KA }K Ole } k 7` /ƒ ƒ� t 0 � � � y& // j j w � d ° ) _��m }_ ! } � ) ` ` ) 220 125.8 e _+gym a_!w &_,w @_!@ @_!E - - 2 a I y ! . a_!w La Mort R In In IT Figure 5: Surrounding Area TAZs 1 s 1267 1245 OJe • - - - - - - - - - - - - - - - - - - - - - - - - - - - I lqm 1247 1258 1 — INTERSTATE OTHER FREEWAY/EXPRESSWAY — — — PROPOSED OTHER FREEWAYIEXPRESSWAY —PRINCIPAL ARTERIAL — — — PROPOSED PRINCIPAL ARTERIAL —MINORARTERIAL — — — PROPOSED MINOR ARTERIAL COLLECTOR 1241 — — — PROPOSED COLLECTOR TAZ BOUNDARIES ® PROPOSED DEVELOPMENT ZONE REGION HH23 JOBS23 I HR25 JOBS25 HH50 JOBS50 APPROVED PRELIMINARY PLAT 1245 Maridian 1 2 711 2 1171 0 550 1267 Ada Rural 29 23 29 30 65 90 PENDING PRELIMINARY PLAT 1247 Maridian 1 01 01 40 0 280 0 Figure 6: 2022 to 2030 Compounded Annual Growth Rates 2023 Peak Hour to 2030 Peak Hour Compounded Annual GrovAh Rates 6/19/2024 ti N 179 17.9 1T 8 1T_9 �a m � w } C7bg D a � Tg aY s � m � m p � ¢b OveM d Rd 4.6 y N W m � �A Laniard Rd La ma rt Rd Lam9 rd Rd Lamo-rd Rd 16.3 155 10 96 �- M dn �C•f L] @W � fl � .T N Victory Rd Vicfary Rd Victory Rd Victory Rd Victory Rd Victory Rd Victory Rd 'v`id: 2.5 2.4 2.a 2.4 Programmed or Funded Project by 2030 ❑:\20lgMode�FeedbackNBaseNTDI� l'2024_20304GroWthRatesy5PNf_GR2023_2030.net 'jf Tvc1 (Licensed to Community Planning Association) Note:Links without numbers indicate that negligible growth is assumed during the indicated time frame. Figure 7: 2030 to 2040 Compounded Annual Growth Rates 2030 Peak Hour to 2040 Peak Hour Compounded Annual GrovAh Rates 6/19/2024 -9 71-9 �7 T1-9 m W h U �C� G C. U. yj A a — 2 � � ¢b � m Overland% 5-4 15 w �° Ym g a u� � ao m � � m m m �o 07 — Q' ro m o o Victory Rd 2-1 Funded Project 2031-2040 Programmed or Funded project 2022-2030 ❑:\2019Nfode(FeedbackNBaseNTIP�F 024_20304GrowthRatesy5PNf_GR2030_2040.net 'jf Tvc` (Licensed to Community Planning Association) Note:Links without numbers indicate that negligible growth is assumed during the indicated time frame. Figure 8: 2040 to 2050 Compounded Annual Growth Rates 2040 Peak Hour to 2050 Peak Hour Compounded Annual Growth Rates 6/19/2024 N j dt G 4 �0. W to C W 06 5 de I O yea Y a a r- Q T g N o �b O w&nd Rd Ext Overland Rd Ext owmrd 52 r- I R d Lamart Rd m "o C Victory Rd '-Ad oroRd ':' Rd Viq. Rd 4.6 2 2 2 2 W Victory Rd i Funded Project 2041-2050 23 2.3 Programmed or Funded Project 2022-2040 ❑:Vo29Mode�Feec[back�Base�TIP4FY2024_2030�GrowthRates�5PM_GR2040_2050.net IPOOR-. -" (Licensed to Community Planning Association) Note:Links without numbers indicate that negligible growth is assumed during the indicated time frame. D APPENDIX D: Highway Capacity Worksheets The following is the required setup for capacity analysis per ACHD guidelines. These were followed, as applicable, in the Synchro analysis. Variable Existing Analysis Future Year Analysis HCS Analysis Type' Operations HCS Report Type Full Report and Back of Queue Worksheets HCM Analysis Duration 0.25 hours PHF Actual by approach 0.9026 RTOR Actual count or 0 Existing percentage or 0 Unit Extension 3 sec Arrival Type HCM Exhibit 19-14 Start.Up Time 2 sec Extension of Effective Green Time 2 sec Walking Speed 3.5 ft/sec3 Pedestrian Clearance Time Existing Calculate based on est. distance from top of ramp to opposite curb Pedestrian Volume Actual count or 400 CBD or 50 non-CBD Lane Utilization Factor HCM Exhibit 19-15 Phasing Existing Existing or Leading/Protected left turns Actuation Type Existing Fully actuated except Boise CBD Cycle Length Existing Cycle Length or 150 sec(new)or corridor Base(Ideal)Saturation Flow Rate 1800 Lane Width Existing Existing I Existing4 • Heavy Vehicles Existing% •Grade Existing% Yellow Time Existing Existing or 4 sec 40 mph and under; 5 sec over 40 mph Red Time Existing Existing or 1 sec Min Vehicle Green Time Existing Existing or 5 sec or 10 sec if opposing a flashing yellow arrow Min Pedestrian Green Time Existing Existing or 5 sec Minimum Left Turn Existing Existing or 15 sec max green time 'The preferred software is the latest version of the HCS or Synchro. 2Use existing PHF if existing PHF is>0.90 and no capacity improvements are planned. 3Use walking speed of 3 ft/sec around certain land uses such as schools. 4Use ACHD Policy Manual if improvements will be completed by analysis year. 5Use value of 1.0 if nearest upstream signal is greater than 1/2 mile away. 6May be adjusted in special circumstances such as an intersection heavily impacted by school traffic. NV5 nv5.c( i Synchro Output - Existing (2024) Conditions Analysis Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 Timings Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2024 Existing AM t i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Vi r* ft if tt Traffic Volume(vph) 51 186 849 277 400 446 Future Volume(vph) 51 186 849 277 400 446 Turn Type Prot Perm NA Perm D.P+P NA Protected Phases 2 8 7 4 Permitted Phases 2 8 8 Detector Phase 2 2 8 8 7 4 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 25.0 25.0 25.0 25.0 12.0 25.0 Total Split(s) 36.0 36.0 89.0 89.0 45.0 134.0 Total Split(%) 21.2% 21.2% 52.4% 52.4% 26.5% 78.8% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode None None Max Max None C-Max Act Effct Green(s) 10.8 10.8 105.4 105.4 138.2 145.2 Actuated g/C Ratio 0.06 0.06 0.62 0.62 0.81 0.85 v/c Ratio 0.58 0.73 0.44 0.29 0.76 0.19 Control Delay(s/veh) 97.6 23.2 19.3 7.1 19.1 2.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 97.6 23.2 19.3 7.1 19.1 2.5 LOS F C B A B A Approach Delay(s/veh) 39.2 16.3 10.4 Approach LOS D B B Intersection Summary Cycle Length: 170 Actuated Cycle Length: 170 Offset: 114(67%), Referenced to phase 4:SBT,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.76 Intersection Signal Delay(s/veh): 16.6 Intersection LOS: B Intersection Capacity Utilization 69.8% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Road&Overland Road 02 41 04(R) 07 08 Overland C-Store TIS Synchro 12 Report NV5 2024 Existing AM Queues Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2024 Existing AM t i Lane Group WBL WBR NBT NBR SBL SBT Lane Group Flow(vph) 60 219 903 295 460 513 v/c Ratio 0.58 0.73 0.44 0.29 0.76 0.19 Control Delay(s/veh) 97.6 23.2 19.3 7.1 19.1 2.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 97.6 23.2 19.3 7.1 19.1 2.5 Queue Length 50th(ft) 66 0 268 47 100 42 Queue Length 95th(ft) 110 68 398 124 243 65 Internal Link Dist(ft) 1129 1167 1010 Turn Bay Length(ft) 95 160 235 Base Capacity(vph) 280 432 2038 1010 663 2631 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.21 0.51 0.44 0.29 0.69 0.19 Intersection Summary Overland C-Store TIS Synchro 12 Report NV5 2024 Existing AM HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2024 Existing AM t i Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vii r* ft if Vii tt Traffic Volume(vph) 51 186 849 277 400 446 Future Volume(vph) 51 186 849 277 400 446 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95 Frt 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1644 1471 3288 1515 1660 3081 Flt Permitted 0.95 1.00 1.00 1.00 0.27 1.00 Satd. Flow(perm) 1644 1471 3288 1515 467 3081 Peak-hour factor, PHF 0.85 0.85 0.94 0.94 0.87 0.87 Adj. Flow(vph) 60 219 903 295 460 513 RTOR Reduction(vph) 0 205 0 71 0 0 Lane Group Flow(vph) 60 14 903 224 460 513 Heavy Vehicles(%) 4% 4% 4% 1% 3% 11% Turn Type Prot Perm NA Perm D.P+P NA Protected Phases 2 8 7 4 Permitted Phases 2 8 8 Actuated Green, G(s) 10.8 10.8 105.4 105.4 138.2 145.2 Effective Green,g(s) 10.8 10.8 105.4 105.4 138.2 145.2 Actuated g/C Ratio 0.06 0.06 0.62 0.62 0.81 0.85 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 104 93 2038 939 609 2631 vls Ratio Prot c0.04 0.27 c0.15 0.17 v/s Ratio Perm 0.01 0.15 c0.47 vlc Ratio 0.58 0.15 0.44 0.24 0.76 0.19 Uniform Delay,d1 77.4 75.3 16.9 14.4 8.8 2.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 4.7 0.3 0.7 0.6 4.7 0.2 Delay(s) 82.1 75.5 17.6 15.0 13.5 2.3 Level of Service F E B B B A Approach Delay(slveh) 76.9 17.0 7.6 Approach LOS E B A Intersection Summary HCM 2000 Control Delay(s/veh) 20.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length(s) 170.0 Sum of lost time(s) 21.0 Intersection Capacity Utilization 69.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2024 Existing AM HCM 7th Signalized Intersection Summary Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2024 Existing AM t i Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vi r* ft if tt Traffic Volume(veh/h) 51 186 849 277 400 446 Future Volume(veh/h) 51 186 849 277 400 446 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1744 1744 1744 1786 1758 1646 Adj Flow Rate,veh/h 60 219 903 295 460 513 Peak Hour Factor 0.85 0.85 0.94 0.94 0.87 0.87 Percent Heavy Veh,% 4 4 4 1 3 11 Cap,veh/h 264 235 1891 864 478 2373 Arrive On Green 0.16 0.16 0.57 0.57 0.15 0.76 Sat Flow,veh/h 1661 1478 3400 1514 1674 3209 Grp Volume(v),veh/h 60 219 903 295 460 513 Grp Sat Flow(s),veh/h/In 1661 1478 1657 1514 1674 1563 Q Serve(g_s),s 5.4 24.9 27.3 17.7 22.4 8.0 Cycle Q Clear(g_c),s 5.4 24.9 27.3 17.7 22.4 8.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 264 235 1891 864 478 2373 V/C Ratio(X) 0.23 0.93 0.48 0.34 0.96 0.22 Avail Cap(c_a),veh/h 283 252 1891 864 606 2373 HCM Platoon Ratio 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 Uniform Delay(d),s/veh 62.4 70.6 21.5 19.5 27.1 5.9 Incr Delay(d2),s/veh 0.2 36.7 0.9 1.1 22.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.3 11.7 10.6 6.4 13.8 2.5 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 62.6 107.3 22.4 20.5 49.8 6.1 LnGrp LOS E F C C D A Approach Vol,veh/h 279 1198 973 Approach Delay,s/veh 97.7 21.9 26.8 Approach LOS F C C Timer-Assigned Phs 2 4 7 8 Phs Duration(G+Y+Rc),s 34.0 136.0 32.0 104.0 Change Period(Y+Rc),s 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 29.0 127.0 38.0 82.0 Max Q Clear Time(g_c+I1),s 26.9 10.0 24.4 29.3 Green Ext Time(p-c),s 0.1 2.1 0.6 4.7 Intersection Summary HCM 7th Control Delay,s/veh 32.5 HCM 7th LOS C Overland C-Store TIS Synchro 12 Report NV5 2024 Existing AM Timings Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2024 Existing PM t i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Vi r* ft if tt Traffic Volume(vph) 401 512 599 107 284 1183 Future Volume(vph) 401 512 599 107 284 1183 Turn Type Prot Perm NA Perm D.P+P NA Protected Phases 2 8 7 4 Permitted Phases 2 8 8 Detector Phase 2 2 8 8 7 4 Switch Phase Minimum Initial(s) 8.0 8.0 10.0 10.0 5.0 10.0 Minimum Split(s) 24.0 24.0 24.0 24.0 12.0 24.0 Total Split(s) 40.0 40.0 58.0 58.0 22.0 80.0 Total Split(%) 33.3% 33.3% 48.3% 48.3% 18.3% 66.7% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode None None Max Max None C-Max Act Effct Green(s) 32.6 32.6 52.7 52.7 66.4 73.4 Actuated g/C Ratio 0.27 0.27 0.44 0.44 0.55 0.61 v/c Ratio 0.97 0.86 0.44 0.16 0.70 0.64 Control Delay(s/veh) 79.3 29.3 24.9 4.3 21.2 16.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 79.3 29.3 24.9 4.3 21.2 16.8 LOS E C C A C B Approach Delay(s/veh) 51.3 21.8 17.6 Approach LOS D C B Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:54(45%), Referenced to phase 4:SBT,Start of Green Natural Cycle:70 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.97 Intersection Signal Delay(s/veh):28.7 Intersection LOS:C Intersection Capacity Utilization 75.0% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Road&Overland Road 02 04(R) L07 1 08 Overland C-Store TIS Synchro 12 Report NV5 2024 Existing PM Queues Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2024 Existing PM t i Lane Group WBL WBR NBT NBR SBL SBT Lane Group Flow(vph) 451 575 644 115 316 1314 v/c Ratio 0.97 0.86 0.44 0.16 0.70 0.64 Control Delay(s/veh) 79.3 29.3 24.9 4.3 21.2 16.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 79.3 29.3 24.9 4.3 21.2 16.8 Queue Length 50th(ft) 345 170 183 0 111 323 Queue Length 95th(ft) #541 #375 236 35 165 395 Internal Link Dist(ft) 1129 1167 1010 Turn Bay Length(ft) 95 160 235 Base Capacity(vph) 470 671 1472 723 469 2051 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.96 0.86 0.44 0.16 0.67 0.64 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 2024 Existing PM HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2024 Existing PM t i Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vii r* ft if Vii tt Traffic Volume(vph) 401 512 599 107 284 1183 Future Volume(vph) 401 512 599 107 284 1183 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95 Frt 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1710 1485 3353 1500 1660 3353 Flt Permitted 0.95 1.00 1.00 1.00 0.34 1.00 Satd. Flow(perm) 1710 1485 3353 1500 595 3353 Peak-hour factor, PHF 0.89 0.89 0.93 0.93 0.90 0.90 Adj. Flow(vph) 451 575 644 115 316 1314 RTOR Reduction(vph) 0 264 0 64 0 0 Lane Group Flow(vph) 451 311 644 51 316 1314 Heavy Vehicles(%) 0% 3% 2% 2% 3% 2% Turn Type Prot Perm NA Perm D.P+P NA Protected Phases 2 8 7 4 Permitted Phases 2 8 8 Actuated Green, G(s) 32.6 32.6 52.7 52.7 66.4 73.4 Effective Green,g(s) 32.6 32.6 52.7 52.7 66.4 73.4 Actuated g/C Ratio 0.27 0.27 0.44 0.44 0.55 0.61 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 464 403 1472 658 450 2050 vls Ratio Prot c0.26 0.19 0.08 c0.39 v/s Ratio Perm 0.21 0.03 c0.31 vlc Ratio 0.97 0.77 0.44 0.08 0.70 0.64 Uniform Delay,d1 43.2 40.3 23.4 19.5 15.3 14.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 34.3 8.1 0.9 0.2 4.0 1.6 Delay(s) 77.5 48.3 24.3 19.8 19.4 16.4 Level of Service E D C B B B Approach Delay(slveh) 61.2 23.6 17.0 Approach LOS E C B Intersection Summary HCM 2000 Control Delay(s/veh) 31.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.81 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 21.0 Intersection Capacity Utilization 75.0% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2024 Existing PM HCM 7th Signalized Intersection Summary Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2024 Existing PM t i Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vi r* ft if tt Traffic Volume(veh/h) 401 512 599 107 284 1183 Future Volume(veh/h) 401 512 599 107 284 1183 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1800 1758 1772 1772 1758 1772 Adj Flow Rate,veh/h 451 575 644 115 316 1314 Peak Hour Factor 0.89 0.89 0.93 0.93 0.90 0.90 Percent Heavy Veh,% 0 3 2 2 3 2 Cap,veh/h 471 410 1442 643 469 2048 Arrive On Green 0.28 0.28 0.43 0.43 0.12 0.61 Sat Flow,veh/h 1714 1490 3455 1502 1674 3455 Grp Volume(v),veh/h 451 575 644 115 316 1314 Grp Sat Flow(s),veh/h/In 1714 1490 1683 1502 1674 1683 Q Serve(g_s),s 31.1 33.0 16.2 5.7 12.6 30.1 Cycle Q Clear(g_c),s 31.1 33.0 16.2 5.7 12.6 30.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 471 410 1442 643 469 2048 V/C Ratio(X) 0.96 1.40 0.45 0.18 0.67 0.64 Avail Cap(c_a),veh/h 471 410 1442 643 475 2048 HCM Platoon Ratio 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 Uniform Delay(d),s/veh 42.8 43.5 24.2 21.2 17.0 15.1 Incr Delay(d2),s/veh 30.3 195.8 1.0 0.6 3.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 16.6 33.9 6.4 2.0 4.8 10.7 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 73.1 239.3 25.2 21.8 20.0 16.7 LnGrp LOS E F C C B B Approach Vol,veh/h 1026 759 1630 Approach Delay,s/veh 166.2 24.7 17.3 Approach LOS F C B Timer-Assigned Phs 2 4 7 8 Phs Duration(G+Y+Rc),s 40.0 80.0 21.6 58.4 Change Period(Y+Rc),s 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 33.0 73.0 15.0 51.0 Max Q Clear Time(g_c+I1),s 35.0 32.1 14.6 18.2 Green Ext Time(p-c),s 0.0 7.0 0.0 2.8 Intersection Summary HCM 7th Control Delay,s/veh 63.7 HCM 7th LOS E Overland C-Store TIS Synchro 12 Report NV5 2024 Existing PM Synchro Output -No-Build (2025) Conditions Analysis Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 Timings Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2025 No-Build AM t i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r* ft r* tt Traffic Volume(vph) 53 195 884 288 416 464 Future Volume(vph) 53 195 884 288 416 464 Turn Type Prot Perm NA Perm D.P+P NA Protected Phases 2 8 7 4 Permitted Phases 2 8 8 Detector Phase 2 2 8 8 7 4 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 25.0 25.0 25.0 25.0 12.0 25.0 Total Split(s) 36.0 36.0 89.0 89.0 45.0 134.0 Total Split(%) 21.2% 21.2% 52.4% 52.4% 26.5% 78.8% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode None None Max Max None C-Max Act Effct Green(s) 10.7 10.7 104.0 104.0 138.3 145.3 Actuated g/C Ratio 0.06 0.06 0.61 0.61 0.81 0.85 v/c Ratio 0.57 0.73 0.47 0.31 0.77 0.20 Control Delay(s/veh) 97.2 23.4 20.5 7.8 21.9 2.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 97.2 23.4 20.5 7.8 21.9 2.5 LOS F C C A C A Approach Delay(s/veh) 39.2 17.4 11.7 Approach LOS D B B Intersection Summary Cycle Length: 170 Actuated Cycle Length: 170 Offset: 114(67%), Referenced to phase 4:SBT,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.77 Intersection Signal Delay(s/veh): 17.5 Intersection LOS: B Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Road&Overland Road 02 41 04(R) 07 08 Overland C-Store TIS Synchro 12 Report NV5 2025 No-Build AM Queues Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2025 No-Build AM t i Lane Group WBL WBR NBT NBR SBL SBT Lane Group Flow(vph) 59 217 940 306 462 516 v/c Ratio 0.57 0.73 0.47 0.31 0.77 0.20 Control Delay(s/veh) 97.2 23.4 20.5 7.8 21.9 2.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 97.2 23.4 20.5 7.8 21.9 2.5 Queue Length 50th(ft) 65 0 291 54 136 42 Queue Length 95th(ft) 115 90 425 135 301 68 Internal Link Dist(ft) 1129 1167 1010 Turn Bay Length(ft) 95 160 235 Base Capacity(vph) 280 430 2010 999 649 2632 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.21 0.50 0.47 0.31 0.71 0.20 Intersection Summary Overland C-Store TIS Synchro 12 Report NV5 2025 No-Build AM HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2025 No-Build AM t i Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vii r* ft r* Vii tt Traffic Volume(vph) 53 195 884 288 416 464 Future Volume(vph) 53 195 884 288 416 464 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95 Frt 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1644 1471 3288 1515 1660 3081 Flt Permitted 0.95 1.00 1.00 1.00 0.25 1.00 Satd. Flow(perm) 1644 1471 3288 1515 440 3081 Peak-hour factor, PHF 0.90 0.90 0.94 0.94 0.90 0.90 Adj. Flow(vph) 59 217 940 306 462 516 RTOR Reduction(vph) 0 203 0 73 0 0 Lane Group Flow(vph) 59 14 940 233 462 516 Heavy Vehicles(%) 4% 4% 4% 1% 3% 11% Turn Type Prot Perm NA Perm D.P+P NA Protected Phases 2 8 7 4 Permitted Phases 2 8 8 Actuated Green, G(s) 10.7 10.7 104.0 104.0 138.3 145.3 Effective Green,g(s) 10.7 10.7 104.0 104.0 138.3 145.3 Actuated g/C Ratio 0.06 0.06 0.61 0.61 0.81 0.85 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 103 92 2011 926 604 2633 vls Ratio Prot c0.04 0.29 c0.15 0.17 v/s Ratio Perm 0.01 0.15 c0.47 vlc Ratio 0.57 0.15 0.47 0.25 0.76 0.20 Uniform Delay,d1 77.4 75.3 17.9 15.1 12.2 2.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 4.7 0.3 0.8 0.7 5.2 0.2 Delay(s) 82.1 75.6 18.7 15.8 17.4 2.3 Level of Service F E B B B A Approach Delay(slveh) 77.0 18.0 9.4 Approach LOS E B A Intersection Summary HCM 2000 Control Delay(s/veh) 21.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length(s) 170.0 Sum of lost time(s) 21.0 Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 No-Build AM HCM 7th Signalized Intersection Summary Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2025 No-Build AM t i Movement WBL WBR NBT NBR SBL SBT Lane Configurations r* ft r* tt Traffic Volume(veh/h) 53 195 884 288 416 464 Future Volume(veh/h) 53 195 884 288 416 464 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1744 1744 1744 1786 1758 1646 Adj Flow Rate,veh/h 59 217 940 306 462 516 Peak Hour Factor 0.90 0.90 0.94 0.94 0.90 0.90 Percent Heavy Veh,% 4 4 4 1 3 11 Cap,veh/h 262 233 1852 846 480 2377 Arrive On Green 0.16 0.16 0.56 0.56 0.16 0.76 Sat Flow,veh/h 1661 1478 3400 1514 1674 3209 Grp Volume(v),veh/h 59 217 940 306 462 516 Grp Sat Flow(s),veh/h/In 1661 1478 1657 1514 1674 1563 Q Serve(g_s),s 5.3 24.7 29.7 19.0 24.6 8.1 Cycle Q Clear(g_c),s 5.3 24.7 29.7 19.0 24.6 8.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 262 233 1852 846 480 2377 V/C Ratio(X) 0.23 0.93 0.51 0.36 0.96 0.22 Avail Cap(c_a),veh/h 283 252 1852 846 587 2377 HCM Platoon Ratio 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 Uniform Delay(d),s/veh 62.6 70.7 23.1 20.7 30.7 5.9 Incr Delay(d2),s/veh 0.2 36.2 1.0 1.2 24.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.2 11.6 11.6 6.9 22.4 2.5 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 62.7 107.0 24.1 21.9 54.7 6.1 LnGrp LOS E F C C D A Approach Vol,veh/h 276 1246 978 Approach Delay,s/veh 97.5 23.5 29.0 Approach LOS F C C Timer-Assigned Phs 2 4 7 8 Phs Duration(G+Y+Rc),s 33.8 136.2 34.2 102.0 Change Period(Y+Rc),s 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 29.0 127.0 38.0 82.0 Max Q Clear Time(g_c+I1),s 26.7 10.1 26.6 31.7 Green Ext Time(p-c),s 0.1 2.1 0.6 5.0 Intersection Summary HCM 7th Control Delay,s/veh 33.8 HCM 7th LOS C Overland C-Store TIS Synchro 12 Report NV5 2025 No-Build AM Timings Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2025 No-Build PM t i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r* ft r* tt Traffic Volume(vph) 419 536 624 111 295 1230 Future Volume(vph) 419 536 624 111 295 1230 Turn Type Prot Perm NA Perm D.P+P NA Protected Phases 2 8 7 4 Permitted Phases 2 8 8 Detector Phase 2 2 8 8 7 4 Switch Phase Minimum Initial(s) 8.0 8.0 10.0 10.0 5.0 10.0 Minimum Split(s) 24.0 24.0 24.0 24.0 12.0 24.0 Total Split(s) 40.0 40.0 53.0 53.0 27.0 80.0 Total Split(%) 33.3% 33.3% 44.2% 44.2% 22.5% 66.7% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode None None Max Max None C-Max Act Effct Green(s) 33.0 33.0 50.2 50.2 66.0 73.0 Actuated g/C Ratio 0.28 0.28 0.42 0.42 0.55 0.61 v/c Ratio 0.99 0.85 0.48 0.17 0.73 0.67 Control Delay(s/veh) 83.3 25.6 27.4 4.8 22.3 17.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 83.3 25.6 27.4 4.8 22.3 17.6 LOS F C C A C B Approach Delay(s/veh) 50.9 24.0 18.5 Approach LOS D C B Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:54(45%), Referenced to phase 4:SBT,Start of Green Natural Cycle:75 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.99 Intersection Signal Delay(s/veh):29.5 Intersection LOS:C Intersection Capacity Utilization 77.5% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Road&Overland Road 02 04(R) 07 4 08 Overland C-Store TIS Synchro 12 Report NV5 2025 No-Build PM Queues Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2025 No-Build PM t i Lane Group WBL WBR NBT NBR SBL SBT Lane Group Flow(vph) 466 596 671 119 328 1367 v/c Ratio 0.99 0.85 0.48 0.17 0.73 0.67 Control Delay(s/veh) 83.3 25.6 27.4 4.8 22.3 17.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 83.3 25.6 27.4 4.8 22.3 17.6 Queue Length 50th(ft) 360 151 196 0 116 345 Queue Length 95th(ft) #578 #374 267 38 171 422 Internal Link Dist(ft) 1129 1167 1010 Turn Bay Length(ft) 95 160 235 Base Capacity(vph) 470 702 1402 696 506 2039 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.99 0.85 0.48 0.17 0.65 0.67 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 2025 No-Build PM HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2025 No-Build PM t i Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vii r* ft r* Vii tt Traffic Volume(vph) 419 536 624 111 295 1230 Future Volume(vph) 419 536 624 111 295 1230 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95 Frt 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1710 1485 3353 1500 1660 3353 Flt Permitted 0.95 1.00 1.00 1.00 0.32 1.00 Satd. Flow(perm) 1710 1485 3353 1500 554 3353 Peak-hour factor, PHF 0.90 0.90 0.93 0.93 0.90 0.90 Adj. Flow(vph) 466 596 671 119 328 1367 RTOR Reduction(vph) 0 294 0 69 0 0 Lane Group Flow(vph) 466 302 671 50 328 1367 Heavy Vehicles(%) 0% 3% 2% 2% 3% 2% Turn Type Prot Perm NA Perm D.P+P NA Protected Phases 2 8 7 4 Permitted Phases 2 8 8 Actuated Green, G(s) 33.0 33.0 50.2 50.2 66.0 73.0 Effective Green,g(s) 33.0 33.0 50.2 50.2 66.0 73.0 Actuated g/C Ratio 0.28 0.28 0.42 0.42 0.55 0.61 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 470 408 1402 627 450 2039 vls Ratio Prot c0.27 0.20 0.10 c0.41 v/s Ratio Perm 0.20 0.03 c0.30 vlc Ratio 0.99 0.74 0.48 0.08 0.73 0.67 Uniform Delay,d1 43.4 39.6 25.4 21.0 15.9 15.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 39.1 6.2 1.2 0.2 5.0 1.8 Delay(s) 82.5 45.8 26.6 21.2 20.9 17.3 Level of Service F D C C C B Approach Delay(slveh) 61.9 25.8 18.0 Approach LOS E C B Intersection Summary HCM 2000 Control Delay(s/veh) 32.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.84 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 21.0 Intersection Capacity Utilization 77.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 No-Build PM HCM 7th Signalized Intersection Summary Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2025 No-Build PM t i Movement WBL WBR NBT NBR SBL SBT Lane Configurations r* ft r* tt Traffic Volume(veh/h) 419 536 624 111 295 1230 Future Volume(veh/h) 419 536 624 111 295 1230 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1800 1758 1772 1772 1758 1772 Adj Flow Rate,veh/h 466 596 671 119 328 1367 Peak Hour Factor 0.90 0.90 0.93 0.93 0.90 0.90 Percent Heavy Veh,% 0 3 2 2 3 2 Cap,veh/h 471 410 1420 633 464 2048 Arrive On Green 0.28 0.28 0.42 0.42 0.13 0.61 Sat Flow,veh/h 1714 1490 3455 1502 1674 3455 Grp Volume(v),veh/h 466 596 671 119 328 1367 Grp Sat Flow(s),veh/h/In 1714 1490 1683 1502 1674 1683 Q Serve(g_s),s 32.5 33.0 17.3 6.0 13.2 32.1 Cycle Q Clear(g_c),s 32.5 33.0 17.3 6.0 13.2 32.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 471 410 1420 633 464 2048 V/C Ratio(X) 0.99 1.45 0.47 0.19 0.71 0.67 Avail Cap(c_a),veh/h 471 410 1420 633 528 2048 HCM Platoon Ratio 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 Uniform Delay(d),s/veh 43.3 43.5 25.1 21.8 17.5 15.5 Incr Delay(d2),s/veh 38.3 217.9 1.1 0.7 2.8 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 18.2 36.4 6.8 2.1 5.0 11.4 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 81.6 261.4 26.2 22.4 20.3 17.2 LnGrp LOS F F C C C B Approach Vol,veh/h 1062 790 1695 Approach Delay,s/veh 182.5 25.6 17.8 Approach LOS F C B Timer-Assigned Phs 2 4 7 8 Phs Duration(G+Y+Rc),s 40.0 80.0 22.4 57.6 Change Period(Y+Rc),s 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 33.0 73.0 20.0 46.0 Max Q Clear Time(g_c+I1),s 35.0 34.1 15.2 19.3 Green Ext Time(p-c),s 0.0 7.4 0.2 2.9 Intersection Summary HCM 7th Control Delay,s/veh 68.9 HCM 7th LOS E Overland C-Store TIS Synchro 12 Report NV5 2025 No-Build PM Synchro Output -Build (2025) Alternative 1 Conditions Analysis Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 Timings Overland C-Store TIS 1: Ten Mile Road & Overland Road 2025 Build AM(Alternative 1) } --1. 4--- t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* + if ft if tt r* Traffic Volume(vph) 127 16 174 29 40 195 127 789 288 416 345 151 Future Volume(vph) 127 16 174 29 40 195 127 789 288 416 345 151 Turn Type D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 6 2 2 6 4 8 8 4 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 4 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 11.0 25.0 25.0 25.0 24.0 24.0 11.0 25.0 25.0 12.0 25.0 25.0 Total Split(s) 27.0 27.0 27.0 27.0 27.0 27.0 27.0 62.0 62.0 54.0 89.0 89.0 Total Split(%) 15.9% 15.9% 15.9% 15.9% 15.9% 15.9% 15.9% 36.5% 36.5% 31.8% 52.4% 52.4% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 1.0 2.0 2.0 2.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 7.0 7.0 7.0 6.0 6.0 6.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None C-Max C-Max Act Effct Green(s) 26.2 19.3 19.3 25.6 9.4 9.4 119.8 74.6 74.6 117.8 110.2 110.2 Actuated g/C Ratio 0.15 0.11 0.11 0.15 0.06 0.06 0.70 0.44 0.44 0.69 0.65 0.65 v/c Ratio 0.60 0.09 0.57 0.15 0.45 0.76 0.20 0.58 0.41 0.78 0.19 0.16 Control Delay(s/veh) 70.3 67.3 14.6 56.0 90.9 25.7 8.0 40.7 19.0 31.8 13.5 2.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 70.3 67.3 14.6 56.0 90.9 25.7 8.0 40.7 19.0 31.8 13.5 2.4 LOS E E B E F C A D B C B A Approach Delay(s/veh) 39.6 38.8 32.1 20.0 Approach LOS D D C B Intersection Summary Cycle Length: 170 Actuated Cycle Length: 170 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.78 Intersection Signal Delay(s/veh):29.5 Intersection LOS:C Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Road&Overland Road 01 02 O3 c 04(R) WM0j1 05 9 06 � 07 � 08 Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 1) Queues Overland C-Store TIS 1: Ten Mile Road & Overland Road 2025 Build AM(Alternative 1) } --,, 4--- t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 141 18 193 32 44 217 135 839 306 462 383 168 v/c Ratio 0.60 0.09 0.57 0.15 0.45 0.76 0.20 0.58 0.41 0.78 0.19 0.16 Control Delay(s/veh) 70.3 67.3 14.6 56.0 90.9 25.7 8.0 40.7 19.0 31.8 13.5 2.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 70.3 67.3 14.6 56.0 90.9 25.7 8.0 40.7 19.0 31.8 13.5 2.4 Queue Length 50th(ft) 141 19 0 30 49 0 39 371 106 254 85 0 Queue Length 95th(ft) 199 44 78 60 92 90 78 534 231 438 141 35 Internal Link Dist(ft) 254 1129 1167 1010 Turn Bay Length(ft) 100 100 95 235 160 235 160 Base Capacity(vph) 272 221 356 278 218 371 773 1442 754 639 1997 1031 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.52 0.08 0.54 0.12 0.20 0.58 0.17 0.58 0.41 0.72 0.19 0.16 Intersection Summary Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 1) HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 1: Ten Mile Road & Overland Road 2025 Build AM(Alternative 1) } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* Vii + if ft if Vii tt r* Traffic Volume(vph) 127 16 174 29 40 195 127 789 288 416 345 151 Future Volume(vph) 127 16 174 29 40 195 127 789 288 416 345 151 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 7.0 7.0 7.0 6.0 6.0 6.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 1765 1500 1644 1765 1471 1676 3288 1515 1660 3081 1500 Flt Permitted 0.73 1.00 1.00 0.75 1.00 1.00 0.52 1.00 1.00 0.22 1.00 1.00 Satd. Flow(perm) 1285 1765 1500 1291 1765 1471 920 3288 1515 391 3081 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow(vph) 141 18 193 32 44 217 135 839 306 462 383 168 RTOR Reduction(vph) 0 0 171 0 0 203 0 0 91 0 0 60 Lane Group Flow(vph) 141 18 22 32 44 14 135 839 215 462 383 108 Heavy Vehicles(%) 2% 2% 2% 4% 2% 4% 2% 4% 1% 3% 11% 2% Turn Type D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 6 2 2 6 4 8 8 4 Actuated Green, G(s) 27.6 19.3 19.3 25.6 10.8 10.8 117.4 73.2 73.2 116.4 108.8 108.8 Effective Green,g(s) 27.6 19.3 19.3 25.6 10.8 10.8 117.4 73.2 73.2 116.4 108.8 108.8 Actuated g/C Ratio 0.16 0.11 0.11 0.15 0.06 0.06 0.69 0.43 0.43 0.68 0.64 0.64 Clearance Time(s) 6.0 7.0 7.0 7.0 6.0 6.0 6.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 247 200 170 207 112 93 673 1415 652 590 1971 960 vls Ratio Prot c0.06 0.01 0.01 0.02 0.01 0.26 c0.20 0.12 v/s Ratio Perm c0.04 0.01 0.02 0.01 0.13 0.14 c0.34 0.07 vlc Ratio 0.57 0.09 0.13 0.15 0.39 0.15 0.20 0.59 0.33 0.78 0.19 0.11 Uniform Delay,dl 65.1 67.5 67.8 62.5 76.5 75.3 8.9 37.0 32.1 23.6 12.6 11.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 2.0 0.1 0.1 0.1 0.8 0.3 0.1 1.8 1.4 6.2 0.2 0.2 Delay(s) 67.1 67.6 67.9 62.7 77.3 75.5 8.9 38.8 33.5 29.8 12.8 12.1 Level of Service E E E E E E A D C C B B Approach Delay(slveh) 67.6 74.4 34.4 20.5 Approach LOS E E C C Intersection Summary HCM 2000 Control Delay(s/veh) 37.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length(s) 170.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 1) HCM 7th Signalized Intersection Summary Overland C-Store TIS 1: Ten Mile Road & Overland Road 2025 Build AM(Alternative 1) } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* + if ft if tt r* Traffic Volume(veh/h) 127 16 174 29 40 195 127 789 288 416 345 151 Future Volume(veh/h) 127 16 174 29 40 195 127 789 288 416 345 151 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1744 1772 1744 1772 1744 1786 1758 1646 1772 Adj Flow Rate,veh/h 141 18 193 32 44 217 135 839 306 462 383 168 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 298 306 259 280 219 183 578 1481 677 481 1861 894 Arrive On Green 0.08 0.17 0.17 0.03 0.12 0.12 0.04 0.45 0.45 0.19 0.60 0.60 Sat Flow,veh/h 1688 1772 1502 1661 1772 1478 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 141 18 193 32 44 217 135 839 306 462 383 168 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1661 1772 1478 1688 1657 1514 1674 1563 1502 Q Serve(g_s),s 12.3 1.4 20.7 2.7 3.8 21.0 5.3 31.9 23.8 29.1 9.6 8.7 Cycle Q Clear(g_c),s 12.3 1.4 20.7 2.7 3.8 21.0 5.3 31.9 23.8 29.1 9.6 8.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 298 306 259 280 219 183 578 1481 677 481 1861 894 V/C Ratio(X) 0.47 0.06 0.74 0.11 0.20 1.19 0.23 0.57 0.45 0.96 0.21 0.19 Avail Cap(c_a),veh/h 364 306 259 427 219 183 712 1481 677 632 1861 894 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 58.2 58.8 66.8 55.2 67.0 74.5 12.4 34.8 32.6 34.0 15.9 15.7 Incr Delay(d2),s/veh 0.4 0.0 9.9 0.1 0.2 126.6 0.1 1.6 2.2 21.2 0.3 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 5.2 0.6 8.6 1.1 1.7 14.3 2.0 13.0 9.1 22.0 3.5 3.1 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 58.7 58.8 76.7 55.3 67.1 201.1 12.4 36.4 34.8 55.2 16.1 16.1 LnGrp LOS E E E E E F B D C E B B Approach Vol,veh/h 352 293 1280 1013 Approach Delay,s/veh 68.5 165.0 33.5 33.9 Approach LOS E F C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 12.0 36.3 13.4 108.2 20.3 28.0 38.7 83.0 Change Period(Y+Rc),s 7.0 7.0 6.0 7.0 6.0 *7 7.0 7.0 Max Green Setting(Gmax),s 20.0 20.0 21.0 82.0 21.0 *21 47.0 55.0 Max Q Clear Time(g_c+I1),s 4.7 22.7 7.3 11.6 14.3 23.0 31.1 33.9 Green Ext Time(p-c),s 0.0 0.0 0.1 1.8 0.1 0.0 0.6 4.0 Intersection Summary HCM 7th Control Delay,s/veh 51.0 HCM 7th LOS D Notes User approved pedestrian interval to be less than phase max green. *HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 1) HCM 7th TWSC Overland C-Store TIS 2: Access 1 & Overland Road 2025 Build AM(Alternative 1) Intersection Int Delay,s/veh 8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ t Traffic Vol,veh/h 32 0 284 32 0 284 Future Vol,veh/h 32 0 284 32 0 284 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - 0 Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 36 0 316 36 0 316 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 36 0 702 36 Stage 1 - - - - 36 - Stage 2 - - 667 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 - - 5.42 - Critical Hdwy Stg 2 - - 5.42 - Follow-up Hdwy - 2.218 3.518 3.318 Pot Cap-1 Maneuver - 1575 404 1037 Stage 1 - - 987 - Stage 2 - - 510 - Platoon blocked, % - Mov Cap-1 Maneuver - 1575 323 1037 Mov Cap-2 Maneuver - - 364 - Stage 1 - - 987 Stage 2 - 408 Approach EB WB NB HCM Control Delay,s/v 0 7.06 9.98 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 1037 - 1575 HCM Lane V/C Ratio 0.304 - 0.2 HCM Control Delay(s/veh) 10 - 7.9 HCM Lane LOS A - A HCM 95th%tile Q(veh) 1.3 - 0.7 Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 1) HCM 7th TWSC Overland C-Store TIS 3: Access 2 & Overland Road 2025 Build AM(Alternative 1) Intersection Int Delay,s/veh 7.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ t Traffic Vol,veh/h 0 0 32 0 0 32 Future Vol,veh/h 0 0 32 0 0 32 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - 0 Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 0 36 0 0 36 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1 0 72 1 Stage 1 - - - - 1 - Stage 2 - - 71 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 - - 5.42 - Critical Hdwy Stg 2 - - 5.42 - Follow-up Hdwy - 2.218 3.518 3.318 Pot Cap-1 Maneuver - 1622 932 1083 Stage 1 - - 1022 - Stage 2 - - 952 - Platoon blocked, % - Mov Cap-1 Maneuver - 1622 911 1083 Mov Cap-2 Maneuver - - 847 - Stage 1 - - 1022 Stage 2 - - 931 Approach EB WB NB HCM Control Delay,s/v 0 7.27 8.44 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 1083 - 1622 HCM Lane V/C Ratio 0.033 - 0.022 HCM Control Delay(s/veh) 8.4 - 7.3 HCM Lane LOS A - A HCM 95th%tile Q(veh) 0.1 - 0.1 Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 1) Timings Overland C-Store TIS 1: Ten Mile Road & Overland Road 2025 Build PM(Alternative 1) } --1. 4--- t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* + if ft if tt r* Traffic Volume(vph) 108 13 148 399 33 536 108 543 111 295 1129 128 Future Volume(vph) 108 13 148 399 33 536 108 543 111 295 1129 128 Turn Type D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 6 2 2 6 4 8 8 4 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 4 Switch Phase Minimum Initial(s) 5.0 8.0 8.0 8.0 5.0 5.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split(s) 11.0 24.0 24.0 24.0 22.0 22.0 11.0 24.0 24.0 12.0 24.0 24.0 Total Split(s) 27.0 27.0 27.0 27.0 27.0 27.0 27.0 39.0 39.0 27.0 39.0 39.0 Total Split(%) 22.5% 22.5% 22.5% 22.5% 22.5% 22.5% 22.5% 32.5% 32.5% 22.5% 32.5% 32.5% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 1.0 2.0 2.0 2.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 7.0 7.0 7.0 6.0 6.0 6.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None C-Max C-Max Act Effct Green(s) 34.0 12.0 12.0 32.0 23.5 23.5 62.0 42.0 42.0 60.0 52.0 52.0 Actuated g/C Ratio 0.28 0.10 0.10 0.27 0.20 0.20 0.52 0.35 0.35 0.50 0.43 0.43 v/c Ratio 0.30 0.08 0.55 1.06 0.11 0.85 0.61 0.50 0.19 0.72 0.86 0.19 Control Delay(s/veh) 29.9 46.5 14.2 97.1 39.5 19.7 32.7 34.3 2.4 26.6 39.5 3.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 29.9 46.5 14.2 97.1 39.5 19.7 32.7 34.3 2.4 26.6 39.5 3.4 LOS C D B F D B C C A C D A Approach Delay(s/veh) 22.0 52.3 29.4 34.1 Approach LOS C D C C Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle:95 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.06 Intersection Signal Delay(s/veh):37.2 Intersection LOS: D Intersection Capacity Utilization 85.1% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Road&Overland Road 01 � �2 � 03 � 04(R) 1 05 1 .4; 06 � 07 � 08 Ell Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 1) Queues Overland C-Store TIS 1: Ten Mile Road & Overland Road 2025 Build PM(Alternative 1) } --1' 4--- t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 120 14 164 443 37 596 116 584 119 328 1254 142 v/c Ratio 0.30 0.08 0.55 1.06 0.11 0.85 0.61 0.50 0.19 0.72 0.86 0.19 Control Delay(s/veh) 29.9 46.5 14.2 97.1 39.5 19.7 32.7 34.3 2.4 26.6 39.5 3.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 29.9 46.5 14.2 97.1 39.5 19.7 32.7 34.3 2.4 26.6 39.5 3.4 Queue Length 50th(ft) 70 10 0 -338 25 57 36 178 0 122 420 0 Queue Length 95th(ft) 102 29 60 #467 52 218 104 275 18 #238 #735 32 Internal Link Dist(ft) 254 1129 1167 1010 Turn Bay Length(ft) 100 100 95 235 160 235 160 Base Capacity(vph) 498 294 386 419 351 707 351 1174 631 490 1451 742 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.05 0.42 1.06 0.11 0.84 0.33 0.50 0.19 0.67 0.86 0.19 Intersection Summary Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 1) HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 1: Ten Mile Road & Overland Road 2025 Build PM(Alternative 1) } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* Vii + if ft if Vii tt r* Traffic Volume(vph) 108 13 148 399 33 536 108 543 111 295 1129 128 Future Volume(vph) 108 13 148 399 33 536 108 543 111 295 1129 128 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 7.0 7.0 7.0 6.0 6.0 6.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 1765 1500 1710 1765 1485 1676 3353 1500 1660 3353 1500 Flt Permitted 0.73 1.00 1.00 0.75 1.00 1.00 0.08 1.00 1.00 0.34 1.00 1.00 Satd. Flow(perm) 1293 1765 1500 1347 1765 1485 148 3353 1500 593 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Adj. Flow(vph) 120 14 164 443 37 596 116 584 119 328 1254 142 RTOR Reduction(vph) 0 0 148 0 0 413 0 0 77 0 0 80 Lane Group Flow(vph) 120 14 16 443 37 183 116 584 42 328 1254 62 Heavy Vehicles(%) 2% 2% 2% 0% 2% 3% 2% 2% 2% 3% 2% 2% Turn Type D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 6 2 2 6 4 8 8 4 Actuated Green, G(s) 34.0 12.0 12.0 32.0 23.5 23.5 61.0 42.1 42.1 60.0 52.0 52.0 Effective Green,g(s) 34.0 12.0 12.0 32.0 23.5 23.5 61.0 42.1 42.1 60.0 52.0 52.0 Actuated g/C Ratio 0.28 0.10 0.10 0.27 0.20 0.20 0.51 0.35 0.35 0.50 0.43 0.43 Clearance Time(s) 6.0 7.0 7.0 7.0 6.0 6.0 6.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 399 176 150 419 345 290 189 1176 526 455 1452 650 vls Ratio Prot 0.03 0.01 c0.18 0.02 0.05 0.17 c0.11 c0.37 v/s Ratio Perm 0.06 0.01 c0.11 0.12 0.26 0.03 0.25 0.04 vlc Ratio 0.30 0.08 0.11 1.06 0.11 0.63 0.61 0.50 0.08 0.72 0.86 0.09 Uniform Delay,dl 33.2 49.0 49.1 43.1 39.6 44.3 21.8 30.6 26.0 19.3 30.8 20.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.2 0.1 0.1 59.9 0.1 3.1 4.1 1.5 0.3 4.7 7.0 0.3 Delay(s) 33.3 49.1 49.3 103.0 39.7 47.3 25.9 32.1 26.3 24.0 37.8 20.4 Level of Service C D D F D D C C C C D C Approach Delay(slveh) 42.8 70.0 30.4 33.8 Approach LOS D E C C Intersection Summary HCM 2000 Control Delay(s/veh) 43.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.95 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 85.1% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 1) HCM 7th Signalized Intersection Summary Overland C-Store TIS 1: Ten Mile Road & Overland Road 2025 Build PM(Alternative 1) } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* + if ft if tt r* Traffic Volume(veh/h) 108 13 148 399 33 536 108 543 111 295 1129 128 Future Volume(veh/h) 108 13 148 399 33 536 108 543 111 295 1129 128 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1800 1772 1758 1772 1772 1772 1758 1772 1772 Adj Flow Rate,veh/h 120 14 164 443 37 596 116 584 119 328 1254 142 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 0 2 3 2 2 2 3 2 2 Cap,veh/h 348 222 188 490 408 343 187 1108 494 443 1444 644 Arrive On Green 0.07 0.13 0.13 0.17 0.23 0.23 0.05 0.33 0.33 0.15 0.43 0.43 Sat Flow,veh/h 1688 1772 1502 1714 1772 1490 1688 3367 1502 1674 3367 1502 Grp Volume(v),veh/h 120 14 164 443 37 596 116 584 119 328 1254 142 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1714 1772 1490 1688 1683 1502 1674 1683 1502 Q Serve(g_s),s 6.4 0.8 12.9 20.0 2.0 27.6 4.6 16.9 6.9 15.4 40.7 7.2 Cycle Q Clear(g_c),s 6.4 0.8 12.9 20.0 2.0 27.6 4.6 16.9 6.9 15.4 40.7 7.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 348 222 188 490 408 343 187 1108 494 443 1444 644 V/C Ratio(X) 0.35 0.06 0.87 0.90 0.09 1.74 0.62 0.53 0.24 0.74 0.87 0.22 Avail Cap(c_a),veh/h 525 295 250 490 408 343 390 1108 494 478 1444 644 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 31.7 46.3 51.6 41.6 36.3 46.2 26.6 32.7 29.3 22.7 31.2 21.6 Incr Delay(d2),s/veh 0.2 0.0 18.3 19.5 0.0 344.0 1.3 1.8 1.2 4.7 7.3 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.6 0.4 5.7 5.7 0.8 42.6 1.8 6.9 2.6 6.3 16.9 2.6 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 31.9 46.3 69.9 61.1 36.3 390.1 27.9 34.5 30.5 27.4 38.5 22.4 LnGrp LOS C D E E D F C C C C D C Approach Vol,veh/h 298 1076 819 1724 Approach Delay,s/veh 53.5 242.5 33.0 35.1 Approach LOS D F C D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 27.0 22.0 12.5 58.5 14.4 34.6 24.5 46.5 Change Period(Y+Rc),s 7.0 7.0 6.0 7.0 6.0 *7 7.0 7.0 Max Green Setting(Gmax),s 20.0 20.0 21.0 32.0 21.0 *21 20.0 32.0 Max Q Clear Time(g_c+I1),s 22.0 14.9 6.6 42.7 8.4 29.6 17.4 18.9 Green Ext Time(p-c),s 0.0 0.1 0.1 0.0 0.1 0.0 0.1 2.1 Intersection Summary HCM 7th Control Delay,s/veh 93.0 HCM 7th LOS F Notes User approved pedestrian interval to be less than phase max green. *HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 1) HCM 7th TWSC Overland C-Store TIS 2: Access 1 & Overland Road 2025 Build PM(Alternative 1) Intersection Int Delay,s/veh 7.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ t Traffic Vol,veh/h 27 0 242 27 0 242 Future Vol,veh/h 27 0 242 27 0 242 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - 0 Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 30 0 269 30 0 269 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 30 0 598 30 Stage 1 - - - - 30 - Stage 2 - - 568 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 - - 5.42 - Critical Hdwy Stg 2 - - 5.42 - Follow-up Hdwy - 2.218 3.518 3.318 Pot Cap-1 Maneuver - 1583 465 1044 Stage 1 - - 993 - Stage 2 - - 567 - Platoon blocked, % - Mov Cap-1 Maneuver - 1583 386 1044 Mov Cap-2 Maneuver - - 420 - Stage 1 - 993 Stage 2 - 471 Approach EB WB NB HCM Control Delay,s/v 0 6.96 9.64 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 1044 - 1583 HCM Lane V/C Ratio 0.257 - 0.17 HCM Control Delay(s/veh) 9.6 - 7.7 HCM Lane LOS A - A HCM 95th%tile Q(veh) 1 - 0.6 Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 1) HCM 7th TWSC Overland C-Store TIS 3: Access 2 & Overland Road 2025 Build PM(Alternative 1) Intersection Int Delay,s/veh 7.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ t Traffic Vol,veh/h 0 0 27 0 0 27 Future Vol,veh/h 0 0 27 0 0 27 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - 0 Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 0 30 0 0 30 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1 0 61 1 Stage 1 - - - - 1 - Stage 2 - - 60 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 - - 5.42 - Critical Hdwy Stg 2 - - 5.42 - Follow-up Hdwy - 2.218 3.518 3.318 Pot Cap-1 Maneuver - 1622 945 1083 Stage 1 - - 1022 - Stage 2 - - 963 - Platoon blocked, % - Mov Cap-1 Maneuver - 1622 928 1083 Mov Cap-2 Maneuver - - 860 - Stage 1 - - 1022 Stage 2 - - 945 Approach EB WB NB HCM Control Delay,s/v 0 7.26 8.42 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 1083 - 1622 HCM Lane V/C Ratio 0.028 - 0.019 HCM Control Delay(s/veh) 8.4 - 7.3 HCM Lane LOS A - A HCM 95th%tile Q(veh) 0.1 - 0.1 Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 1) Synchro Output -Build (2025) Alternative 2 Conditions Analysis Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 Timings Overland C-Store TIS 4: Ten Mile Road & Overland Road 2025 Build AM(Alternative 2) } --1. t # Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vi + + r* Vi tt r* V1 tt if Traffic Volume(vph) 127 16 37 32 195 127 789 288 416 441 55 Future Volume(vph) 127 16 37 32 195 127 789 288 416 441 55 Turn Type D.P+P NA D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 2 6 2 4 8 8 4 Detector Phase 1 6 5 2 2 3 8 8 7 4 4 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 11.0 24.0 11.0 25.0 25.0 11.0 25.0 25.0 12.0 25.0 25.0 Total Split(s) 27.0 27.0 27.0 27.0 27.0 27.0 63.0 63.0 53.0 89.0 89.0 Total Split(%) 15.9% 15.9% 15.9% 15.9% 15.9% 15.9% 37.1% 37.1% 31.2% 52.4% 52.4% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 1.0 1.0 1.0 2.0 2.0 1.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 7.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None C-Max C-Max Act Effct Green(s) 26.7 18.9 29.1 9.0 9.0 119.3 74.9 74.9 117.3 109.6 109.6 Actuated g/C Ratio 0.16 0.11 0.17 0.05 0.05 0.70 0.44 0.44 0.69 0.64 0.64 v/c Ratio 0.59 0.09 0.17 0.39 0.77 0.22 0.58 0.40 0.79 0.25 0.06 Control Delay(s/veh) 69.2 66.6 55.3 88.1 26.6 8.4 40.4 18.5 33.2 14.3 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 69.2 66.6 55.3 88.1 26.6 8.4 40.4 18.5 33.2 14.3 0.3 LOS E E E F C A D B C B A Approach Delay(s/veh) 68.9 38.2 31.8 22.1 Approach LOS E D C C Intersection Summary Cycle Length: 170 Actuated Cycle Length: 170 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.79 Intersection Signal Delay(s/veh):31.0 Intersection LOS:C Intersection Capacity Utilization 78.1% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 4:Ten Mile Road&Overland Road 1 01 �2 4 03 lilc 04(R) "544; 06 � 07 EL � 08 Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 2) Queues Overland C-Store TIS 4: Ten Mile Road & Overland Road 2025 Build AM(Alternative 2) } --,, t # Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 141 18 41 36 217 135 839 306 462 490 61 v/c Ratio 0.59 0.09 0.17 0.39 0.77 0.22 0.58 0.40 0.79 0.25 0.06 Control Delay(s/veh) 69.2 66.6 55.3 88.1 26.6 8.4 40.4 18.5 33.2 14.3 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 69.2 66.6 55.3 88.1 26.6 8.4 40.4 18.5 33.2 14.3 0.3 Queue Length 50th(ft) 141 18 38 40 0 39 370 104 258 114 0 Queue Length 95th(ft) 198 44 70 78 90 80 528 226 447 185 2 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 95 235 160 235 160 Base Capacity(vph) 276 235 295 207 364 702 1448 757 628 1987 1004 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.51 0.08 0.14 0.17 0.60 0.19 0.58 0.40 0.74 0.25 0.06 Intersection Summary Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 2) HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 4: Ten Mile Road & Overland Road 2025 Build AM(Alternative 2) } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* Vii + if ft if Vii tt r* Traffic Volume(vph) 127 16 0 37 32 195 127 789 288 416 441 55 Future Volume(vph) 127 16 0 37 32 195 127 789 288 416 441 55 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 7.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 1.00 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 1765 1644 1765 1471 1676 3288 1515 1660 3081 1500 Flt Permitted 0.73 1.00 0.75 1.00 1.00 0.46 1.00 1.00 0.22 1.00 1.00 Satd. Flow(perm) 1295 1765 1291 1765 1471 808 3288 1515 387 3081 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow(vph) 141 18 0 41 36 217 135 839 306 462 490 61 RTOR Reduction(vph) 0 0 0 0 0 203 0 0 93 0 0 22 Lane Group Flow(vph) 141 18 0 41 36 14 135 839 213 462 490 39 Heavy Vehicles(%) 2% 2% 2% 4% 2% 4% 2% 4% 1% 3% 11% 2% Turn Type D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 2 6 6 2 4 8 8 4 Actuated Green, G(s) 28.1 17.9 29.1 11.3 11.3 115.9 72.5 72.5 114.9 107.3 107.3 Effective Green,g(s) 28.1 17.9 29.1 11.3 11.3 115.9 72.5 72.5 114.9 107.3 107.3 Actuated g/C Ratio 0.17 0.11 0.17 0.07 0.07 0.68 0.43 0.43 0.68 0.63 0.63 Clearance Time(s) 6.0 6.0 6.0 7.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 251 185 244 117 97 594 1402 646 579 1944 946 vls Ratio Prot c0.06 0.01 0.01 0.02 0.01 0.26 c0.20 0.16 v/s Ratio Perm c0.04 c0.02 0.01 0.14 0.14 c0.34 0.03 vlc Ratio 0.56 0.10 0.17 0.31 0.15 0.23 0.60 0.33 0.80 0.25 0.04 Uniform Delay,dl 64.7 68.7 59.9 75.6 74.8 9.4 37.5 32.5 24.7 13.8 11.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.7 0.1 0.1 0.5 0.3 0.1 1.9 1.4 7.1 0.3 0.1 Delay(s) 66.4 68.8 60.0 76.2 75.1 9.5 39.4 33.9 31.8 14.1 11.9 Level of Service E E E E E A D C C B B Approach Delay(slveh) 66.7 73.1 35.0 22.0 Approach LOS E E C C Intersection Summary HCM 2000 Control Delay(s/veh) 36.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length(s) 170.0 Sum of lost time(s) 27.0 Intersection Capacity Utilization 78.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 2) HCM 7th Signalized Intersection Summary Overland C-Store TIS 4: Ten Mile Road & Overland Road 2025 Build AM(Alternative 2) } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* + if ft if tt r* Traffic Volume(veh/h) 127 16 0 37 32 195 127 789 288 416 441 55 Future Volume(veh/h) 127 16 0 37 32 195 127 789 288 416 441 55 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1744 1772 1744 1772 1744 1786 1758 1646 1772 Adj Flow Rate,veh/h 141 18 0 41 36 217 135 839 306 462 490 61 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 298 310 263 317 208 174 567 1511 690 481 1880 903 Arrive On Green 0.08 0.18 0.00 0.03 0.12 0.12 0.04 0.46 0.46 0.18 0.60 0.60 Sat Flow,veh/h 1688 1772 1502 1661 1772 1478 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 141 18 0 41 36 217 135 839 306 462 490 61 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1661 1772 1478 1688 1657 1514 1674 1563 1502 Q Serve(g_s),s 12.4 1.4 0.0 3.4 3.1 20.0 5.3 31.4 23.4 28.5 12.6 2.9 Cycle Q Clear(g_c),s 12.4 1.4 0.0 3.4 3.1 20.0 5.3 31.4 23.4 28.5 12.6 2.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 298 310 263 317 208 174 567 1511 690 481 1880 903 V/C Ratio(X) 0.47 0.06 0.00 0.13 0.17 1.25 0.24 0.56 0.44 0.96 0.26 0.07 Avail Cap(c_a),veh/h 363 310 263 476 208 174 702 1511 690 628 1880 903 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 59.0 58.4 0.0 55.4 67.5 75.0 12.2 33.7 31.5 33.2 16.0 14.1 Incr Delay(d2),s/veh 0.4 0.0 0.0 0.1 0.1 150.3 0.1 1.5 2.1 21.5 0.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 5.3 0.6 0.0 1.4 1.4 14.8 1.9 12.7 8.9 22.1 4.5 1.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 59.5 58.5 0.0 55.5 67.7 225.3 12.3 35.2 33.6 54.7 16.4 14.2 LnGrp LOS E E E E F B D C D B B Approach Vol,veh/h 159 294 1280 1013 Approach Delay,s/veh 59.3 182.3 32.4 33.7 Approach LOS E F C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 20.4 27.0 13.4 109.2 10.7 36.8 38.1 84.5 Change Period(Y+Rc),s 6.0 7.0 6.0 7.0 6.0 *7 7.0 7.0 Max Green Setting(Gmax),s 21.0 20.0 21.0 82.0 21.0 *21 46.0 56.0 Max Q Clear Time(g_c+I1),s 14.4 22.0 7.3 14.6 5.4 3.4 30.5 33.4 Green Ext Time(p-c),s 0.1 0.0 0.1 2.1 0.0 0.0 0.6 4.1 Intersection Summary HCM 7th Control Delay,s/veh 50.5 HCM 7th LOS D Notes *HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 2) HCM 7th TWSC Overland C-Store TIS 5: Ten Mile Road &Access 1 2025 Build AM(Alternative 2) Intersection Int Delay,s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt t Traffic Vol,veh/h 0 174 0 1204 398 103 Future Vol,veh/h 0 174 0 1204 398 103 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - Veh in Median Storage,# 0 - - 0 0 Grade, % 0 - - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 193 0 1338 442 114 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 278 0 0 Stage 1 - - - - - - Stage 2 - Critical Hdwy - 6.94 - - Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - - - - Follow-up Hdwy 3.32 Pot Cap-1 Maneuver 0 719 0 - Stage 1 0 - 0 Stage 2 0 - 0 Platoon blocked, % Mov Cap-1 Maneuver - 719 - Mov Cap-2 Maneuver - - Stage 1 - Stage 2 - Approach EB NB SB HCM Control Delay,s/v11.84 0 0 HCM LOS B Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity(veh/h) 719 HCM Lane V/C Ratio 0.269 HCM Control Delay(s/veh) 11.8 HCM Lane LOS B HCM 95th%tile Q(veh) 1.1 Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 2) HCM 7th TWSC Overland C-Store TIS 6: Access 2 & Overland Road 2025 Build AM(Alternative 2) Intersection Int Delay,s/veh 8.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ t Traffic Vol,veh/h 0 0 213 0 0 142 Future Vol,veh/h 0 0 213 0 0 142 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - 0 Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 0 237 0 0 158 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1 0 474 1 Stage 1 - - - - 1 - Stage 2 - - 473 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 - - 5.42 - Critical Hdwy Stg 2 - - 5.42 - Follow-up Hdwy - 2.218 3.518 3.318 Pot Cap-1 Maneuver - 1622 549 1083 Stage 1 - - 1022 - Stage 2 - - 627 - Platoon blocked, % - Mov Cap-1 Maneuver - 1622 469 1083 Mov Cap-2 Maneuver - - 482 - Stage 1 - - 1022 Stage 2 - - 535 Approach EB WB NB HCM Control Delay,s/v 0 7.6 8.89 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 1083 - 1622 HCM Lane V/C Ratio 0.146 - 0.146 HCM Control Delay(s/veh) 8.9 - 7.6 HCM Lane LOS A - A HCM 95th%tile Q(veh) 0.5 - 0.5 Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 2) Timings Overland C-Store TIS 4: Ten Mile Road & Overland Road 2025 Build PM(Alternative 2) } --1. t # Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vi + + r* Vi tt r* V1 tt if Traffic Volume(vph) 108 13 406 27 536 108 543 111 295 1210 47 Future Volume(vph) 108 13 406 27 536 108 543 111 295 1210 47 Turn Type D.P+P NA Prot NA pm+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 8 8 4 Detector Phase 1 6 5 2 7 3 8 8 7 4 4 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 8.0 5.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split(s) 11.0 22.0 11.0 24.0 12.0 11.0 24.0 24.0 12.0 24.0 24.0 Total Split(s) 27.0 27.0 27.0 27.0 27.0 27.0 39.0 39.0 27.0 39.0 39.0 Total Split(%) 22.5% 22.5% 22.5% 22.5% 22.5% 22.5% 32.5% 32.5% 22.5% 32.5% 32.5% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 1.0 1.0 1.0 2.0 2.0 1.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 7.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None C-Max C-Max Act Effct Green(s) 23.6 5.7 22.2 9.6 36.1 74.8 47.3 47.3 72.8 65.0 65.0 Actuated g/C Ratio 0.20 0.05 0.19 0.08 0.30 0.62 0.39 0.39 0.61 0.54 0.54 v/c Ratio 0.39 0.17 1.43 0.21 0.91 0.52 0.44 0.17 0.56 0.74 0.06 Control Delay(s/veh) 41.2 58.9 247.3 54.5 37.2 19.8 30.3 2.8 13.8 26.1 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 41.2 58.9 247.3 54.5 37.2 19.8 30.3 2.8 13.8 26.1 0.1 LOS D E F D D B C A B C A Approach Delay(s/veh) 43.0 125.7 24.8 23.0 Approach LOS D F C C Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 130 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.43 Intersection Signal Delay(s/veh):53.5 Intersection LOS: D Intersection Capacity Utilization 88.7% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 4:Ten Mile Road&Overland Road 01 02 04(R) 05 06 14 07 08 Ell Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 2) Queues Overland C-Store TIS 4: Ten Mile Road & Overland Road 2025 Build PM(Alternative 2) } --1' t # Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 120 14 451 30 596 116 584 119 328 1344 52 v/c Ratio 0.39 0.17 1.43 0.21 0.91 0.52 0.44 0.17 0.56 0.74 0.06 Control Delay(s/veh) 41.2 58.9 247.3 54.5 37.2 19.8 30.3 2.8 13.8 26.1 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 41.2 58.9 247.3 54.5 37.2 19.8 30.3 2.8 13.8 26.1 0.1 Queue Length 50th(ft) 78 11 -419 22 239 28 166 0 96 394 0 Queue Length 95th(ft) 124 33 #690 53 346 75 275 23 172 #623 0 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 95 235 160 235 160 Base Capacity(vph) 358 308 315 294 661 382 1322 685 598 1815 883 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.34 0.05 1.43 0.10 0.90 0.30 0.44 0.17 0.55 0.74 0.06 Intersection Summary Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 2) HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 4: Ten Mile Road & Overland Road 2025 Build PM(Alternative 2) } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* Vii + if ft if Vii tt r* Traffic Volume(vph) 108 13 0 406 27 536 108 543 111 295 1210 47 Future Volume(vph) 108 13 0 406 27 536 108 543 111 295 1210 47 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 7.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 1.00 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 1765 1710 1765 1485 1676 3353 1500 1660 3353 1500 Flt Permitted 0.74 1.00 0.95 1.00 1.00 0.10 1.00 1.00 0.35 1.00 1.00 Satd. Flow(perm) 1302 1765 1710 1765 1485 178 3353 1500 604 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Adj. Flow(vph) 120 14 0 451 30 596 116 584 119 328 1344 52 RTOR Reduction(vph) 0 0 0 0 0 218 0 0 76 0 0 25 Lane Group Flow(vph) 120 14 0 451 30 378 116 584 43 328 1344 27 Heavy Vehicles(%) 2% 2% 2% 0% 2% 3% 2% 2% 2% 3% 2% 2% Turn Type D.P+P NA Perm Prot NA pm+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 6 2 4 8 8 4 Actuated Green, G(s) 23.8 2.6 22.2 7.2 32.7 70.2 43.7 43.7 69.2 61.4 61.4 Effective Green,g(s) 23.8 2.6 22.2 7.2 32.7 70.2 43.7 43.7 69.2 61.4 61.4 Actuated g/C Ratio 0.20 0.02 0.19 0.06 0.27 0.59 0.36 0.36 0.58 0.51 0.51 Clearance Time(s) 6.0 6.0 6.0 7.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 309 38 316 105 491 213 1221 546 572 1715 767 vls Ratio Prot 0.05 0.01 c0.26 0.02 c0.16 0.04 0.17 0.12 c0.40 v/s Ratio Perm 0.02 0.09 0.28 0.03 0.21 0.02 vlc Ratio 0.39 0.37 1.43 0.29 0.77 0.54 0.48 0.08 0.57 0.78 0.03 Uniform Delay,dl 41.5 57.9 48.9 53.9 40.2 17.0 29.4 25.0 14.0 23.9 14.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.3 2.2 209.7 0.5 6.7 1.5 1.3 0.3 0.9 3.7 0.1 Delay(s) 41.8 60.1 258.6 54.5 46.9 18.5 30.7 25.3 14.8 27.6 14.7 Level of Service D E F D D B C C B C B Approach Delay(slveh) 43.7 135.8 28.2 24.7 Approach LOS D F C C Intersection Summary HCM 2000 Control Delay(s/veh) 58.0 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.04 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 27.0 Intersection Capacity Utilization 88.7% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 2) HCM 7th Signalized Intersection Summary Overland C-Store TIS 4: Ten Mile Road & Overland Road 2025 Build PM(Alternative 2) } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* + if ft if tt r* Traffic Volume(veh/h) 108 13 0 406 27 536 108 543 111 295 1210 47 Future Volume(veh/h) 108 13 0 406 27 536 108 543 111 295 1210 47 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1800 1772 1758 1772 1772 1772 1758 1772 1772 Adj Flow Rate,veh/h 120 14 0 451 30 596 116 584 119 328 1344 52 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 0 2 3 2 2 2 3 2 2 Cap,veh/h 307 117 99 300 295 445 205 1354 604 485 1657 739 Arrive On Green 0.07 0.07 0.00 0.17 0.17 0.17 0.05 0.40 0.40 0.13 0.49 0.49 Sat Flow,veh/h 1688 1772 1502 1714 1772 1490 1688 3367 1502 1674 3367 1502 Grp Volume(v),veh/h 120 14 0 451 30 596 116 584 119 328 1344 52 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1714 1772 1490 1688 1683 1502 1674 1683 1502 Q Serve(g_s),s 7.0 0.9 0.0 21.0 1.7 20.0 4.1 15.1 6.2 13.6 40.5 2.2 Cycle Q Clear(g_c),s 7.0 0.9 0.0 21.0 1.7 20.0 4.1 15.1 6.2 13.6 40.5 2.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 307 117 99 300 295 445 205 1354 604 485 1657 739 V/C Ratio(X) 0.39 0.12 0.00 1.50 0.10 1.34 0.57 0.43 0.20 0.68 0.81 0.07 Avail Cap(c_a),veh/h 477 310 263 300 295 445 415 1354 604 543 1657 739 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 37.2 52.8 0.0 49.5 42.4 42.1 23.2 25.9 23.3 17.9 25.8 16.0 Incr Delay(d2),s/veh 0.3 0.2 0.0 243.2 0.1 167.4 0.9 1.0 0.7 2.1 4.4 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(50%),veh/In 2.8 0.4 0.0 29.0 0.7 33.3 1.5 6.0 2.2 5.1 16.0 0.8 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 37.5 52.9 0.0 292.7 42.4 209.5 24.2 27.0 24.0 20.0 30.2 16.2 LnGrp LOS D D F D F C C C B C B Approach Vol,veh/h 134 1077 819 1724 Approach Delay,s/veh 39.1 239.7 26.1 27.8 Approach LOS D F C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 14.9 27.0 12.0 66.1 27.0 14.9 22.8 55.3 Change Period(Y+Rc),s 6.0 7.0 6.0 7.0 6.0 *7 7.0 7.0 Max Green Setting(Gmax),s 21.0 20.0 21.0 32.0 21.0 *21 20.0 32.0 Max Q Clear Time(g_c+I1),s 9.0 22.0 6.1 42.5 23.0 2.9 15.6 17.1 Green Ext Time(p-c),s 0.1 0.0 0.1 0.0 0.0 0.0 0.2 2.2 Intersection Summary HCM 7th Control Delay,s/veh 88.6 HCM 7th LOS F Notes *HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 2) HCM 7th TWSC Overland C-Store TIS 5: Ten Mile Road &Access 1 2025 Build PM(Alternative 2) Intersection Int Delay,s/veh 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt t Traffic Vol,veh/h 0 148 0 762 1548 88 Future Vol,veh/h 0 148 0 762 1548 88 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - Veh in Median Storage,# 0 - - 0 0 Grade, % 0 - - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 164 0 847 1720 98 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 909 0 0 Stage 1 - - - - - - Stage 2 - Critical Hdwy - 6.94 - - Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - - - - Follow-up Hdwy 3.32 Pot Cap-1 Maneuver 0 278 0 - Stage 1 0 - 0 Stage 2 0 - 0 Platoon blocked, % Mov Cap-1 Maneuver - 278 - Mov Cap-2 Maneuver - - Stage 1 - Stage 2 - Approach EB NB SB HCM Control Delay,s/v35.17 0 0 HCM LOS E Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity(veh/h) 278 HCM Lane V/C Ratio 0.592 HCM Control Delay(s/veh) 35.2 HCM Lane LOS E HCM 95th%tile Q(veh) 3.5 Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 2) HCM 7th TWSC Overland C-Store TIS 6: Access 2 & Overland Road 2025 Build PM(Alternative 2) Intersection Int Delay,s/veh 8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ t Traffic Vol,veh/h 0 0 181 0 0 121 Future Vol,veh/h 0 0 181 0 0 121 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - 0 Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 0 201 0 0 134 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1 0 403 1 Stage 1 - - - - 1 - Stage 2 - - 402 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 - - 5.42 - Critical Hdwy Stg 2 - - 5.42 - Follow-up Hdwy - 2.218 3.518 3.318 Pot Cap-1 Maneuver - 1622 603 1083 Stage 1 - - 1022 - Stage 2 - - 675 - Platoon blocked, % - Mov Cap-1 Maneuver - 1622 528 1083 Mov Cap-2 Maneuver - - 533 - Stage 1 - - 1022 Stage 2 - - 592 Approach EB WB NB HCM Control Delay,s/v 0 7.53 8.79 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 1083 - 1622 HCM Lane V/C Ratio 0.124 - 0.124 HCM Control Delay(s/veh) 8.8 - 7.5 HCM Lane LOS A - A HCM 95th%tile Q(veh) 0.4 - 0.4 Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 2) Synchro Output -Build (2025) Alternative 3 Conditions Analysis Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 Timings Overland C-Store TIS 7: Ten Mile Road & Overland Road 1I2025 Build AM(Alternative 3) } --1. t 140. i Lane Group EBL EBT WBL WBR NBL NBT NBR SBL SBT Lane Configurations Vi + if tt r* tt Traffic Volume(vph) 127 16 69 195 127 789 288 416 496 Future Volume(vph) 127 16 69 195 127 789 288 416 496 Turn Type D.P+P NA D.P+P Perm D.P+P NA Perm D.P+P NA Protected Phases 5 2 1 3 8 7 4 Permitted Phases 6 2 6 4 8 8 Detector Phase 5 2 1 6 3 8 8 7 4 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 12.0 25.0 25.0 25.0 12.0 25.0 25.0 12.0 25.0 Total Split(s) 27.0 27.0 27.0 27.0 27.0 62.0 62.0 54.0 89.0 Total Split(%) 15.9% 15.9% 15.9% 15.9% 15.9% 36.5% 36.5% 31.8% 52.4% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None C-Max Act Effct Green(s) 21.7 8.4 24.5 5.0 120.3 76.9 76.9 120.3 112.0 Actuated g/C Ratio 0.13 0.05 0.14 0.03 0.71 0.45 0.45 0.71 0.66 v/c Ratio 0.69 0.21 0.35 0.43 0.23 0.56 0.40 0.77 0.27 Control Delay(s/veh) 81.8 82.3 65.3 2.7 7.4 37.9 17.4 29.2 13.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 81.8 82.3 65.3 2.7 7.4 37.9 17.4 29.2 13.0 LOS F F E A A D B C B Approach Delay(s/veh) 81.9 29.8 20.4 Approach LOS F C C Intersection Summary Cycle Length: 170 Actuated Cycle Length: 170 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.77 Intersection Signal Delay(s/veh):28.2 Intersection LOS:C Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 7:Ten Mile Road&Overland Road 01 02 O3 c 04(R) 1 WM0jf65 9 06 07 08 MM Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 3) Queues Overland C-Store TIS 7: Ten Mile Road & Overland Road 1I2025 Build AM(Alternative 3) } --,, t 140. i Lane Group EBL EBT WBL WBR NBL NBT NBR SBL SBT Lane Group Flow(vph) 141 18 77 217 135 839 306 462 551 v/c Ratio 0.69 0.21 0.35 0.43 0.23 0.56 0.40 0.77 0.27 Control Delay(s/veh) 81.8 82.3 65.3 2.7 7.4 37.9 17.4 29.2 13.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 81.8 82.3 65.3 2.7 7.4 37.9 17.4 29.2 13.0 Queue Length 50th(ft) 144 19 75 0 38 365 104 245 129 Queue Length 95th(ft) 218 50 128 0 63 489 211 390 176 Internal Link Dist(ft) 500 317 1010 Turn Bay Length(ft) 100 95 235 160 235 Base Capacity(vph) 233 207 258 592 673 1488 773 649 2029 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.61 0.09 0.30 0.37 0.20 0.56 0.40 0.71 0.27 Intersection Summary Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 3) HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 7: Ten Mile Road & Overland Road 2025 Build AM(Alternative 3) } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* Vii + if ft if Vii tt r* Traffic Volume(vph) 127 16 0 69 0 195 127 789 288 416 496 0 Future Volume(vph) 127 16 0 69 0 195 127 789 288 416 496 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1676 1765 1644 1471 1676 3288 1515 1660 3081 Flt Permitted 0.76 1.00 0.75 1.00 0.43 1.00 1.00 0.23 1.00 Satd. Flow(perm) 1336 1765 1291 1471 753 3288 1515 396 3081 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow(vph) 141 18 0 77 0 217 135 839 306 462 551 0 RTOR Reduction(vph) 0 0 0 0 0 207 0 0 90 0 0 0 Lane Group Flow(vph) 141 18 0 77 0 10 135 839 216 462 551 0 Heavy Vehicles(%) 2% 2% 2% 4% 2% 4% 2% 4% 1% 3% 11% 2% Turn Type D.P+P NA Perm D.P+P Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 6 2 2 6 4 8 8 4 Actuated Green, G(s) 24.4 6.3 24.4 7.7 117.6 74.2 74.2 117.6 109.3 Effective Green,g(s) 24.4 6.3 24.4 7.7 117.6 74.2 74.2 117.6 109.3 Actuated g/C Ratio 0.14 0.04 0.14 0.05 0.69 0.44 0.44 0.69 0.64 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 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 225 65 222 66 565 1435 661 596 1980 vls Ratio Prot c0.06 0.01 0.04 0.01 0.26 c0.20 0.18 v/s Ratio Perm c0.03 0.01 0.01 0.15 0.14 c0.34 vlc Ratio 0.63 0.28 0.35 0.15 0.24 0.58 0.33 0.78 0.28 Uniform Delay,dl 68.1 79.6 65.4 78.0 8.9 36.2 31.5 22.6 13.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 3.9 0.8 0.3 0.4 0.1 1.7 1.3 5.7 0.4 Delay(s) 72.0 80.5 65.8 78.4 8.9 38.0 32.8 28.4 13.5 Level of Service E F E E A D C C B Approach Delay(slveh) 72.9 75.1 33.7 20.3 Approach LOS E E C C Intersection Summary HCM 2000 Control Delay(s/veh) 35.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length(s) 170.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 3) HCM 7th Signalized Intersection Summary Overland C-Store TIS 7: Ten Mile Road & Overland Road 2025 Build AM(Alternative 3) } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* + if ft if tt r* Traffic Volume(veh/h) 127 16 0 69 0 195 127 789 288 416 496 0 Future Volume(veh/h) 127 16 0 69 0 195 127 789 288 416 496 0 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1744 1772 1744 1772 1744 1786 1758 1646 1772 Adj Flow Rate,veh/h 141 18 0 77 0 217 135 839 306 462 551 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 322 269 228 323 208 174 546 1479 676 481 1840 884 Arrive On Green 0.08 0.15 0.00 0.05 0.00 0.12 0.04 0.45 0.45 0.19 0.59 0.00 Sat Flow,veh/h 1688 1772 1502 1661 1772 1478 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 141 18 0 77 0 217 135 839 306 462 551 0 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1661 1772 1478 1688 1657 1514 1674 1563 1502 Q Serve(g_s),s 12.4 1.5 0.0 6.6 0.0 20.0 5.4 31.9 23.9 29.1 15.0 0.0 Cycle Q Clear(g_c),s 12.4 1.5 0.0 6.6 0.0 20.0 5.4 31.9 23.9 29.1 15.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 322 269 228 323 208 174 546 1479 676 481 1840 884 V/C Ratio(X) 0.44 0.07 0.00 0.24 0.00 1.25 0.25 0.57 0.45 0.96 0.30 0.00 Avail Cap(c_a),veh/h 378 269 228 434 208 174 670 1479 676 631 1840 884 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 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay(d),s/veh 59.0 61.8 0.0 56.7 0.0 75.0 13.2 34.9 32.7 34.0 17.5 0.0 Incr Delay(d2),s/veh 0.3 0.0 0.0 0.1 0.0 150.3 0.1 1.6 2.2 21.2 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 5.3 0.7 0.0 2.8 0.0 14.8 2.0 13.0 9.1 22.0 5.4 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 59.3 61.8 0.0 56.8 0.0 225.3 13.3 36.5 34.8 55.3 17.9 0.0 LnGrp LOS E E E F B D C E B Approach Vol,veh/h 159 294 1280 1013 Approach Delay,s/veh 59.6 181.2 33.6 34.9 Approach LOS E F C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 15.6 32.8 14.5 107.0 21.4 27.0 38.7 82.9 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 20.0 20.0 20.0 82.0 20.0 20.0 47.0 55.0 Max Q Clear Time(g_c+I1),s 8.6 3.5 7.4 17.0 14.4 22.0 31.1 33.9 Green Ext Time(p-c),s 0.1 0.0 0.1 2.3 0.1 0.0 0.6 4.0 Intersection Summary HCM 7th Control Delay,s/veh 51.4 HCM 7th LOS D Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 3) HCM 7th TWSC Overland C-Store TIS 8: Ten Mile Road &Access 1 2025 Build AM(Alternative 3) Intersection Int Delay,s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt t Traffic Vol,veh/h 0 174 0 1204 375 316 Future Vol,veh/h 0 174 0 1204 375 316 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - Veh in Median Storage,# 0 - - 0 0 Grade, % 0 - - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 193 0 1338 417 351 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 384 0 0 Stage 1 - - - - - - Stage 2 - Critical Hdwy - 6.94 - - Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - - - - Follow-up Hdwy 3.32 Pot Cap-1 Maneuver 0 614 0 - Stage 1 0 - 0 Stage 2 0 - 0 - Platoon blocked, % Mov Cap-1 Maneuver - 614 - Mov Cap-2 Maneuver - - Stage 1 - Stage 2 - Approach EB NB SB HCM Control Delay,s/v13.53 0 0 HCM LOS B Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity(veh/h) 614 HCM Lane V/C Ratio 0.315 HCM Control Delay(s/veh) 13.5 HCM Lane LOS B HCM 95th%tile Q(veh) 1.3 Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 3) HCM 7th TWSC Overland C-Store TIS 9: Access 2 & Overland Road 2025 Build AM(Alternative 3) Intersection Int Delay,s/veh 8.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations "+ t r Traffic Vol,veh/h 0 0 0 0 0 142 Future Vol,veh/h 0 0 0 0 0 142 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 0 Veh in Median Storage,# 0 - 0 0 - Grade, % 0 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 158 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1 Stage 1 - - - - - Stage 2 - - Critical Hdwy - - - 6.22 Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy - - - 3.318 Pot Cap-1 Maneuver - 0 - 0 1083 Stage 1 - 0 - 0 - Stage 2 - 0 - 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - - 1083 Mov Cap-2 Maneuver - - - Stage 1 - - - - - Stage 2 - - - Approach EB WB NB HCM Control Delay,s/v 0 0 8.89 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity(veh/h) 1083 - - HCM Lane V/C Ratio 0.146 - HCM Control Delay(s/veh) 8.9 - - HCM Lane LOS A - HCM 95th%tile Q(veh) 0.5 - - Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 3) Timings Overland C-Store TIS 7: Ten Mile Road & Overland Road 1I2025 Build PM(Alternative 3) } --1. t 140. i Lane Group EBL EBT WBL WBR NBL NBT NBR SBL SBT Lane Configurations Vi + if tt r* tt Traffic Volume(vph) 108 13 432 536 108 543 111 295 1257 Future Volume(vph) 108 13 432 536 108 543 111 295 1257 Turn Type D.P+P NA D.P+P Perm D.P+P NA Perm D.P+P NA Protected Phases 5 2 1 3 8 7 4 Permitted Phases 6 2 6 4 8 8 Detector Phase 5 2 1 6 3 8 8 7 4 Switch Phase Minimum Initial(s) 5.0 8.0 8.0 5.0 5.0 10.0 10.0 5.0 10.0 Minimum Split(s) 12.0 24.0 24.0 23.0 12.0 24.0 24.0 12.0 24.0 Total Split(s) 27.0 27.0 27.0 27.0 27.0 37.0 37.0 29.0 39.0 Total Split(%) 22.5% 22.5% 22.5% 22.5% 22.5% 30.8% 30.8% 24.2% 32.5% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None C-Max Act Effct Green(s) 27.5 12.2 31.7 16.6 64.5 45.9 45.9 64.5 55.6 Actuated g/C Ratio 0.23 0.10 0.26 0.14 0.54 0.38 0.38 0.54 0.46 v/c Ratio 0.36 0.08 1.12 0.91 0.62 0.46 0.18 0.68 0.90 Control Delay(s/veh) 33.4 46.2 118.8 27.1 34.6 32.6 2.4 22.9 40.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 33.4 46.2 118.8 27.1 34.6 32.6 2.4 22.9 40.7 LOS C D F C C C A C D Approach Delay(s/veh) 34.8 28.5 37.3 Approach LOS C C D Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 115 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay(s/veh):44.1 Intersection LOS: D Intersection Capacity Utilization 92.4% ICU Level of Service F Analysis Period(min) 15 Splits and Phases: 7:Ten Mile Road&Overland Road 01 � �2 � 03 � 04(R) 1 05 1 .4; 06 � 07 � 08 Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 3) Queues Overland C-Store TIS 7: Ten Mile Road & Overland Road 1I2025 Build PM(Alternative 3) } --1' t 140. i Lane Group EBL EBT WBL WBR NBL NBT NBR SBL SBT Lane Group Flow(vph) 120 14 480 596 116 584 119 328 1397 v/c Ratio 0.36 0.08 1.12 0.91 0.62 0.46 0.18 0.68 0.90 Control Delay(s/veh) 33.4 46.2 118.8 27.1 34.6 32.6 2.4 22.9 40.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 33.4 46.2 118.8 27.1 34.6 32.6 2.4 22.9 40.7 Queue Length 50th(ft) 71 10 366 55 37 181 0 122 511 Queue Length 95th(ft) 104 29 #387 #230 109 282 18 230 #872 Internal Link Dist(ft) 500 317 1010 Turn Bay Length(ft) 100 95 235 160 235 Base Capacity(vph) 437 294 429 697 338 1281 674 530 1552 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.27 0.05 1.12 0.86 0.34 0.46 0.18 0.62 0.90 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 3) HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 7: Ten Mile Road & Overland Road 2025 Build PM(Alternative 3) } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* Vii + if ft if Vii tt r* Traffic Volume(vph) 108 13 0 432 0 536 108 543 111 295 1257 0 Future Volume(vph) 108 13 0 432 0 536 108 543 111 295 1257 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1676 1765 1710 1485 1676 3353 1500 1660 3353 Flt Permitted 0.76 1.00 0.75 1.00 0.08 1.00 1.00 0.34 1.00 Satd. Flow(perm) 1336 1765 1347 1485 137 3353 1500 589 3353 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Adj. Flow(vph) 120 14 0 480 0 596 116 584 119 328 1397 0 RTOR Reduction(vph) 0 0 0 0 0 429 0 0 78 0 0 0 Lane Group Flow(vph) 120 14 0 480 0 167 116 584 41 328 1397 0 Heavy Vehicles(%) 2% 2% 2% 0% 2% 3% 2% 2% 2% 3% 2% 2% Turn Type D.P+P NA Perm D.P+P Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 6 2 2 6 4 8 8 4 Actuated Green, G(s) 31.7 7.4 31.7 20.9 60.3 41.6 41.6 60.3 51.4 Effective Green,g(s) 31.7 7.4 31.7 20.9 60.3 41.6 41.6 60.3 51.4 Actuated g/C Ratio 0.26 0.06 0.26 0.17 0.50 0.35 0.35 0.50 0.43 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 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 383 108 429 258 182 1162 520 462 1436 vls Ratio Prot 0.03 0.01 c0.23 0.05 0.17 c0.11 c0.42 v/s Ratio Perm 0.05 c0.07 0.11 0.27 0.03 0.25 vlc Ratio 0.31 0.13 1.12 0.65 0.64 0.50 0.08 0.71 0.97 Uniform Delay,dl 35.0 53.3 43.5 46.1 24.2 31.0 26.3 19.1 33.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.2 0.2 79.9 4.2 5.3 1.6 0.3 4.1 18.1 Delay(s) 35.2 53.5 123.4 50.3 29.5 32.6 26.6 23.2 51.7 Level of Service D D F D C C C C D Approach Delay(slveh) 37.1 82.9 31.3 46.3 Approach LOS D F C D Intersection Summary HCM 2000 Control Delay(s/veh) 53.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.03 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 92.4% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 3) HCM 7th Signalized Intersection Summary Overland C-Store TIS 7: Ten Mile Road & Overland Road 2025 Build PM(Alternative 3) } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* + if ft if tt r* Traffic Volume(veh/h) 108 13 0 432 0 536 108 543 111 295 1257 0 Future Volume(veh/h) 108 13 0 432 0 536 108 543 111 295 1257 0 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1800 1772 1758 1772 1772 1772 1758 1772 1772 Adj Flow Rate,veh/h 120 14 0 480 0 596 116 584 119 328 1397 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 0 2 3 2 2 2 3 2 2 Cap,veh/h 322 131 111 441 295 248 186 1318 588 480 1597 712 Arrive On Green 0.07 0.07 0.00 0.17 0.00 0.17 0.05 0.39 0.39 0.13 0.47 0.00 Sat Flow,veh/h 1688 1772 1502 1714 1772 1490 1688 3367 1502 1674 3367 1502 Grp Volume(v),veh/h 120 14 0 480 0 596 116 584 119 328 1397 0 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1714 1772 1490 1688 1683 1502 1674 1683 1502 Q Serve(g_s),s 7.0 0.9 0.0 20.0 0.0 20.0 4.2 15.3 6.3 13.9 44.7 0.0 Cycle Q Clear(g_c),s 7.0 0.9 0.0 20.0 0.0 20.0 4.2 15.3 6.3 13.9 44.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 322 131 111 441 295 248 186 1318 588 480 1597 712 V/C Ratio(X) 0.37 0.11 0.00 1.09 0.00 2.40 0.62 0.44 0.20 0.68 0.87 0.00 Avail Cap(c_a),veh/h 478 295 250 441 295 248 381 1318 588 562 1597 712 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 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay(d),s/veh 37.2 51.8 0.0 46.9 0.0 50.0 25.9 26.9 24.1 18.5 28.3 0.0 Incr Delay(d2),s/veh 0.3 0.1 0.0 69.1 0.0 642.4 1.3 1.1 0.8 1.9 7.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.8 0.4 0.0 12.1 0.0 51.5 1.6 6.1 2.3 5.2 18.2 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 37.5 52.0 0.0 116.0 0.0 692.4 27.2 28.0 24.9 20.4 35.3 0.0 LnGrp LOS D D F F C C C C D Approach Vol,veh/h 134 1076 819 1725 Approach Delay,s/veh 39.0 435.2 27.4 32.5 Approach LOS D F C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 27.0 15.9 13.2 63.9 15.9 27.0 23.1 54.0 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 20.0 20.0 20.0 32.0 20.0 20.0 22.0 30.0 Max Q Clear Time(g_c+I1),s 22.0 2.9 6.2 46.7 9.0 22.0 15.9 17.3 Green Ext Time(p-c),s 0.0 0.0 0.1 0.0 0.1 0.0 0.3 2.1 Intersection Summary HCM 7th Control Delay,s/veh 147.1 HCM 7th LOS F Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 3) HCM 7th TWSC Overland C-Store TIS 8: Ten Mile Road &Access 1 2025 Build PM(Alternative 3) Intersection Int Delay,s/veh 2.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt t Traffic Vol,veh/h 0 148 0 762 1528 269 Future Vol,veh/h 0 148 0 762 1528 269 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - Veh in Median Storage,# 0 - - 0 0 Grade, % 0 - - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 164 0 847 1698 299 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 998 0 0 Stage 1 - - - - - - Stage 2 - Critical Hdwy - 6.94 - - Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - - - - Follow-up Hdwy 3.32 Pot Cap-1 Maneuver 0 242 0 - Stage 1 0 - 0 Stage 2 0 - 0 Platoon blocked, % Mov Cap-1 Maneuver - 242 - Mov Cap-2 Maneuver - - Stage 1 - Stage 2 - Approach EB NB SB HCM Control Delay,s/v46.45 0 0 HCM LOS E Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity(veh/h) 242 HCM Lane V/C Ratio 0.679 HCM Control Delay(s/veh) 46.5 HCM Lane LOS E HCM 95th%tile Q(veh) 4.4 Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 3) HCM 7th TWSC Overland C-Store TIS 9: Access 2 & Overland Road 2025 Build PM(Alternative 3) Intersection Int Delay,s/veh 8.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations "+ t r Traffic Vol,veh/h 0 0 0 0 0 121 Future Vol,veh/h 0 0 0 0 0 121 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 0 Veh in Median Storage,# 0 - 0 0 - Grade, % 0 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 134 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1 Stage 1 - - - - - Stage 2 - - Critical Hdwy - - - 6.22 Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy - - - 3.318 Pot Cap-1 Maneuver - 0 - 0 1083 Stage 1 - 0 - 0 - Stage 2 - 0 - 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - - 1083 Mov Cap-2 Maneuver - - - Stage 1 - - - - - Stage 2 - - - Approach EB WB NB HCM Control Delay,s/v 0 0 8.79 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity(veh/h) 1083 - - HCM Lane V/C Ratio 0.124 - - HCM Control Delay(s/veh) 8.8 - - HCM Lane LOS A - HCM 95th%tile Q(veh) 0.4 - - Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 3) Synchro Output -Build (2025) Alternative 4 Conditions Analysis Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 Timings Overland C-Store TIS 10: Ten Mile Road & Overland Road 2025 Build AM(Alternative 4) } --1. t 1 Lane Group EBL EBT WBL WBR NBT NBR SBL SBT 03 Lane Configurations Vi + if tt if tt Traffic Volume(vph) 127 16 69 193 788 288 416 496 Future Volume(vph) 127 16 69 193 788 288 416 496 Turn Type D.P+P NA D.P+P Perm NA Perm D.P+P NA Protected Phases 5 2 1 8 7 4 3 Permitted Phases 6 2 6 8 8 Detector Phase 5 2 1 6 8 8 7 4 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 12.0 25.0 25.0 25.0 25.0 25.0 12.0 25.0 12.0 Total Split(s) 27.0 27.0 27.0 27.0 62.0 62.0 54.0 89.0 27.0 Total Split(%) 15.9% 15.9% 15.9% 15.9% 36.5% 36.5% 31.8% 52.4% 16% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None Max Max None C-Max None Act Effct Green(s) 21.7 8.4 24.5 5.0 77.0 77.0 120.3 127.3 Actuated g/C Ratio 0.13 0.05 0.14 0.03 0.45 0.45 0.71 0.75 v/c Ratio 0.69 0.21 0.35 0.42 0.56 0.40 0.77 0.24 Control Delay(s/veh) 81.8 82.3 65.3 2.6 37.8 17.2 29.2 7.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 81.8 82.3 65.3 2.6 37.8 17.2 29.2 7.1 LOS F F E A D B C A Approach Delay(s/veh) 81.9 32.3 17.2 Approach LOS F C B Intersection Summary Cycle Length: 170 Actuated Cycle Length: 170 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.77 Intersection Signal Delay(s/veh):28.0 Intersection LOS:C Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 10:Ten Mile Road&Overland Road 01 02 O3 lilc 04(R) 1 WM0j05 9 Ob 07 08 MM Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 4) Queues Overland C-Store TIS 10: Ten Mile Road & Overland Road 2025 Build AM(Alternative 4) } --,, t 1 Lane Group EBL EBT WBL WBR NBT NBR SBL SBT Lane Group Flow(vph) 141 18 77 214 838 306 462 551 v/c Ratio 0.69 0.21 0.35 0.42 0.56 0.40 0.77 0.24 Control Delay(s/veh) 81.8 82.3 65.3 2.6 37.8 17.2 29.2 7.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 81.8 82.3 65.3 2.6 37.8 17.2 29.2 7.1 Queue Length 50th(ft) 144 19 75 0 364 103 244 92 Queue Length 95th(ft) 218 50 128 0 488 209 390 122 Internal Link Dist(ft) 500 317 1010 Turn Bay Length(ft) 100 95 160 235 Base Capacity(vph) 233 207 258 592 1489 774 649 2307 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.61 0.09 0.30 0.36 0.56 0.40 0.71 0.24 Intersection Summary Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 4) HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 10: Ten Mile Road & Overland Road 2025 Build AM(Alternative 4) } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* Vii + if ft if Vii tt r* Traffic Volume(vph) 127 16 0 69 0 193 0 788 288 416 496 0 Future Volume(vph) 127 16 0 69 0 193 0 788 288 416 496 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frt 1.00 1.00 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1676 1765 1644 1471 3288 1515 1660 3081 Flt Permitted 0.76 1.00 0.75 1.00 1.00 1.00 0.23 1.00 Satd. Flow(perm) 1336 1765 1291 1471 3288 1515 398 3081 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow(vph) 141 18 0 77 0 214 0 838 306 462 551 0 RTOR Reduction(vph) 0 0 0 0 0 204 0 0 91 0 0 0 Lane Group Flow(vph) 141 18 0 77 0 10 0 838 215 462 551 0 Heavy Vehicles(%) 2% 2% 2% 4% 2% 4% 2% 4% 1% 3% 11% 2% Turn Type D.P+P NA Perm D.P+P Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 6 2 2 6 4 8 8 4 Actuated Green, G(s) 24.4 6.3 24.4 7.7 74.3 74.3 117.6 124.6 Effective Green,g(s) 24.4 6.3 24.4 7.7 74.3 74.3 117.6 124.6 Actuated g/C Ratio 0.14 0.04 0.14 0.05 0.44 0.44 0.69 0.73 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 225 65 222 66 1437 662 596 2258 vls Ratio Prot c0.06 0.01 0.04 0.25 c0.20 0.18 v/s Ratio Perm c0.03 0.01 0.01 0.14 c0.34 vlc Ratio 0.63 0.28 0.35 0.15 0.58 0.33 0.78 0.24 Uniform Delay,d1 68.1 79.6 65.4 78.0 36.2 31.4 22.5 7.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 3.9 0.8 0.3 0.4 1.7 1.3 5.7 0.3 Delay(s) 72.0 80.5 65.8 78.4 37.9 32.7 28.2 7.6 Level of Service E F E E D C C A Approach Delay(slveh) 72.9 75.0 36.5 17.0 Approach LOS E E D B Intersection Summary HCM 2000 Control Delay(s/veh) 35.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length(s) 170.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 4) HCM 7th Signalized Intersection Summary Overland C-Store TIS 10: Ten Mile Road & Overland Road 2025 Build AM(Alternative 4) } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* + if ft if tt r* Traffic Volume(veh/h) 127 16 0 69 0 193 0 788 288 416 496 0 Future Volume(veh/h) 127 16 0 69 0 193 0 788 288 416 496 0 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1744 1772 1744 1772 1744 1786 1758 1646 1772 Adj Flow Rate,veh/h 141 18 0 77 0 214 0 838 306 462 551 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 323 269 228 323 208 174 561 1480 676 481 2107 1012 Arrive On Green 0.08 0.15 0.00 0.05 0.00 0.12 0.00 0.45 0.45 0.19 0.67 0.00 Sat Flow,veh/h 1688 1772 1502 1661 1772 1478 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 141 18 0 77 0 214 0 838 306 462 551 0 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1661 1772 1478 1688 1657 1514 1674 1563 1502 Q Serve(g_s),s 12.4 1.5 0.0 6.6 0.0 20.0 0.0 31.9 23.8 29.1 11.9 0.0 Cycle Q Clear(g_c),s 12.4 1.5 0.0 6.6 0.0 20.0 0.0 31.9 23.8 29.1 11.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 323 269 228 323 208 174 561 1480 676 481 2107 1012 V/C Ratio(X) 0.44 0.07 0.00 0.24 0.00 1.23 0.00 0.57 0.45 0.96 0.26 0.00 Avail Cap(c_a),veh/h 378 269 228 434 208 174 759 1480 676 632 2107 1012 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 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay(d),s/veh 59.0 61.8 0.0 56.7 0.0 75.0 0.0 34.8 32.6 34.0 11.0 0.0 Incr Delay(d2),s/veh 0.3 0.0 0.0 0.1 0.0 143.8 0.0 1.6 2.2 21.2 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 5.3 0.7 0.0 2.8 0.0 14.4 0.0 13.0 9.1 22.0 4.1 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 59.3 61.8 0.0 56.8 0.0 218.8 0.0 36.4 34.8 55.2 11.3 0.0 LnGrp LOS E E E F D C E B Approach Vol,veh/h 159 291 1144 1013 Approach Delay,s/veh 59.6 175.9 36.0 31.3 Approach LOS E F D C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 15.6 32.8 0.0 121.6 21.4 27.0 38.7 82.9 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 20.0 20.0 20.0 82.0 20.0 20.0 47.0 55.0 Max Q Clear Time(g_c+I1),s 8.6 3.5 0.0 13.9 14.4 22.0 31.1 33.9 Green Ext Time(p-c),s 0.1 0.0 0.0 2.3 0.1 0.0 0.6 4.0 Intersection Summary HCM 7th Control Delay,s/veh 51.2 HCM 7th LOS D Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 4) HCM 7th TWSC Overland C-Store TIS 11: Ten Mile Road &Access 1 2025 Build AM(Alternative 4) Intersection Int Delay,s/veh 1.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations r ) tt t Traffic Vol,veh/h 0 174 127 1077 375 189 Future Vol,veh/h 0 174 127 1077 375 189 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,# 0 - - 0 0 Grade, % 0 - - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 193 141 1197 417 210 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 313 627 0 0 Stage 1 - - - - - - Stage 2 - - Critical Hdwy - 6.94 4.14 - Critical Hdwy Stg 1 - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy 3.32 2.22 Pot Cap-1 Maneuver 0 682 951 - Stage 1 0 - - Stage 2 0 - - - Platoon blocked, % Mov Cap-1 Maneuver - 682 951 - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - Approach EB NB SB HCM Control Delay,s/v12.35 1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 951 - 682 - HCM Lane V/C Ratio 0.148 - 0.283 - HCM Control Delay(s/veh) 9.4 - 12.3 - HCM Lane LOS A - B - HCM 95th%tile Q(veh) 0.5 - 1.2 - Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 4) HCM 7th TWSC Overland C-Store TIS 12: Access 2 & Overland Road 2025 Build AM(Alternative 4) Intersection Int Delay,s/veh 8.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations "+ t r Traffic Vol,veh/h 0 0 0 0 0 142 Future Vol,veh/h 0 0 0 0 0 142 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 0 Veh in Median Storage,# 0 - 0 0 - Grade, % 0 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 158 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1 Stage 1 - - - - - Stage 2 - - Critical Hdwy - - - 6.22 Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy - - - 3.318 Pot Cap-1 Maneuver - 0 - 0 1083 Stage 1 - 0 - 0 - Stage 2 - 0 - 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - - 1083 Mov Cap-2 Maneuver - - - Stage 1 - - - - - Stage 2 - - - Approach EB WB NB HCM Control Delay,s/v 0 0 8.89 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity(veh/h) 1083 - - HCM Lane V/C Ratio 0.146 - HCM Control Delay(s/veh) 8.9 - - HCM Lane LOS A - HCM 95th%tile Q(veh) 0.5 - - Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 4) Timings Overland C-Store TIS 10: Ten Mile Road & Overland Road 2025 Build PM(Alternative 4) } --1. t 1 Lane Group EBL EBT WBL WBR NBT NBR SBL SBT 03 Lane Configurations Vi + if tt if tt Traffic Volume(vph) 108 13 430 532 542 111 295 1257 Future Volume(vph) 108 13 430 532 542 111 295 1257 Turn Type D.P+P NA D.P+P Perm NA Perm D.P+P NA Protected Phases 5 2 1 8 7 4 3 Permitted Phases 6 2 6 8 8 Detector Phase 5 2 1 6 8 8 7 4 Switch Phase Minimum Initial(s) 5.0 8.0 8.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split(s) 12.0 24.0 24.0 23.0 24.0 24.0 12.0 24.0 12.0 Total Split(s) 27.0 27.0 27.0 27.0 37.0 37.0 29.0 39.0 27.0 Total Split(%) 22.5% 22.5% 22.5% 22.5% 30.8% 30.8% 24.2% 32.5% 23% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None Max Max None C-Max None Act Effct Green(s) 26.9 12.0 31.1 16.0 46.5 46.5 65.1 72.1 Actuated g/C Ratio 0.22 0.10 0.26 0.13 0.39 0.39 0.54 0.60 v/c Ratio 0.36 0.08 1.14 0.91 0.45 0.17 0.67 0.69 Control Delay(s/veh) 34.0 46.5 125.4 27.0 32.1 2.4 22.3 21.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 34.0 46.5 125.4 27.0 32.1 2.4 22.3 21.0 LOS C D F C C A C C Approach Delay(s/veh) 35.3 27.1 21.2 Approach LOS D C C Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 115 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.14 Intersection Signal Delay(s/veh):37.5 Intersection LOS: D Intersection Capacity Utilization 90.2% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 10:Ten Mile Road&Overland Road 01 I �2 � �3 c 04(R) 1 05 � 06 � 07 � 08 Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 4) Queues Overland C-Store TIS 10: Ten Mile Road & Overland Road 2025 Build PM(Alternative 4) } --1' t 1 Lane Group EBL EBT WBL WBR NBT NBR SBL SBT Lane Group Flow(vph) 120 14 478 591 583 119 328 1397 v/c Ratio 0.36 0.08 1.14 0.91 0.45 0.17 0.67 0.69 Control Delay(s/veh) 34.0 46.5 125.4 27.0 32.1 2.4 22.3 21.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 34.0 46.5 125.4 27.0 32.1 2.4 22.3 21.0 Queue Length 50th(ft) 72 10 368 52 178 0 119 368 Queue Length 95th(ft) 104 29 #385 #214 282 18 230 587 Internal Link Dist(ft) 500 317 1010 Turn Bay Length(ft) 100 95 160 235 Base Capacity(vph) 431 294 420 696 1298 681 535 2015 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.28 0.05 1.14 0.85 0.45 0.17 0.61 0.69 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 4) HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 10: Ten Mile Road & Overland Road 2025 Build PM(Alternative 4) } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* Vii + if ft if Vii tt r* Traffic Volume(vph) 108 13 0 430 0 532 0 542 111 295 1257 0 Future Volume(vph) 108 13 0 430 0 532 0 542 111 295 1257 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frt 1.00 1.00 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1676 1765 1710 1485 3353 1500 1660 3353 Flt Permitted 0.76 1.00 0.75 1.00 1.00 1.00 0.34 1.00 Satd. Flow(perm) 1336 1765 1347 1485 3353 1500 596 3353 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Adj. Flow(vph) 120 14 0 478 0 591 0 583 119 328 1397 0 RTOR Reduction(vph) 0 0 0 0 0 432 0 0 77 0 0 0 Lane Group Flow(vph) 120 14 0 478 0 159 0 583 42 328 1397 0 Heavy Vehicles(%) 2% 2% 2% 0% 2% 3% 2% 2% 2% 3% 2% 2% Turn Type D.P+P NA Perm D.P+P Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 6 2 2 6 4 8 8 4 Actuated Green, G(s) 31.0 7.2 31.0 20.1 42.4 42.4 61.0 68.0 Effective Green,g(s) 31.0 7.2 31.0 20.1 42.4 42.4 61.0 68.0 Actuated g/C Ratio 0.26 0.06 0.26 0.17 0.35 0.35 0.51 0.57 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 376 105 419 248 1184 530 467 1900 vls Ratio Prot 0.03 0.01 c0.23 0.17 0.11 c0.42 v/s Ratio Perm 0.05 c0.07 0.11 0.03 0.25 vlc Ratio 0.32 0.13 1.14 0.64 0.49 0.08 0.70 0.74 Uniform Delay,d1 35.5 53.4 43.8 46.6 30.4 25.8 18.7 19.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.2 0.2 88.3 4.2 1.5 0.3 3.9 2.6 Delay(s) 35.7 53.7 132.2 50.8 31.8 26.1 22.6 21.9 Level of Service D D F D C C C C Approach Delay(slveh) 37.6 87.2 30.9 22.0 Approach LOS D F C C Intersection Summary HCM 2000 Control Delay(s/veh) 43.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.93 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 90.2% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 4) HCM 7th Signalized Intersection Summary Overland C-Store TIS 10: Ten Mile Road & Overland Road 2025 Build PM(Alternative 4) } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* + if ft if tt r* Traffic Volume(veh/h) 108 13 0 430 0 532 0 542 111 295 1257 0 Future Volume(veh/h) 108 13 0 430 0 532 0 542 111 295 1257 0 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1800 1772 1758 1772 1772 1772 1758 1772 1772 Adj Flow Rate,veh/h 120 14 0 478 0 591 0 583 119 328 1397 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 0 2 3 2 2 2 3 2 2 Cap,veh/h 323 131 111 441 295 248 173 1318 588 480 1967 877 Arrive On Green 0.07 0.07 0.00 0.17 0.00 0.17 0.00 0.39 0.39 0.13 0.58 0.00 Sat Flow,veh/h 1688 1772 1502 1714 1772 1490 1688 3367 1502 1674 3367 1502 Grp Volume(v),veh/h 120 14 0 478 0 591 0 583 119 328 1397 0 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1714 1772 1490 1688 1683 1502 1674 1683 1502 Q Serve(g_s),s 7.0 0.9 0.0 20.0 0.0 20.0 0.0 15.3 6.3 13.9 35.4 0.0 Cycle Q Clear(g_c),s 7.0 0.9 0.0 20.0 0.0 20.0 0.0 15.3 6.3 13.9 35.4 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 323 131 111 441 295 248 173 1318 588 480 1967 877 V/C Ratio(X) 0.37 0.11 0.00 1.08 0.00 2.38 0.00 0.44 0.20 0.68 0.71 0.00 Avail Cap(c_a),veh/h 479 295 250 441 295 248 453 1318 588 562 1967 877 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 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay(d),s/veh 37.2 51.8 0.0 46.9 0.0 50.0 0.0 26.9 24.1 18.5 17.7 0.0 Incr Delay(d2),s/veh 0.3 0.1 0.0 67.6 0.0 633.4 0.0 1.1 0.8 1.9 2.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.8 0.4 0.0 11.9 0.0 50.9 0.0 6.1 2.3 5.2 12.9 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 37.5 52.0 0.0 114.4 0.0 683.4 0.0 28.0 24.9 20.4 19.9 0.0 LnGrp LOS D D F F C C C B Approach Vol,veh/h 134 1069 702 1725 Approach Delay,s/veh 39.0 429.0 27.4 20.0 Approach LOS D F C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 27.0 15.9 0.0 77.1 15.9 27.0 23.1 54.0 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 20.0 20.0 20.0 32.0 20.0 20.0 22.0 30.0 Max Q Clear Time(g_c+I1),s 22.0 2.9 0.0 37.4 9.0 22.0 15.9 17.3 Green Ext Time(p-c),s 0.0 0.0 0.0 0.0 0.1 0.0 0.3 2.1 Intersection Summary HCM 7th Control Delay,s/veh 142.6 HCM 7th LOS F Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 4) HCM 7th TWSC Overland C-Store TIS 11: Ten Mile Road &Access 1 2025 Build PM(Alternative 4) Intersection Int Delay,s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations r ) tt t Traffic Vol,veh/h 0 148 108 654 1528 161 Future Vol,veh/h 0 148 108 654 1528 161 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,# 0 - - 0 0 Grade, % 0 - - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 164 120 727 1698 179 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 938 1877 0 0 Stage 1 - - - - - - Stage 2 - - Critical Hdwy - 6.94 4.14 - Critical Hdwy Stg 1 - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy 3.32 2.22 Pot Cap-1 Maneuver 0 265 316 - Stage 1 0 - - Stage 2 0 - - - Platoon blocked, % Mov Cap-1 Maneuver - 265 316 - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - Approach EB NB SB HCM Control Delay,s/v38.35 3.29 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 316 - 265 - HCM Lane V/C Ratio 0.379 - 0.619 - HCM Control Delay(s/veh) 23.2 - 38.3 - HCM Lane LOS C - E - HCM 95th%tile Q(veh) 1.7 - 3.8 - Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 4) HCM 7th TWSC Overland C-Store TIS 12: Access 2 & Overland Road 2025 Build PM(Alternative 4) Intersection Int Delay,s/veh 8.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations "+ t r Traffic Vol,veh/h 0 0 0 0 0 121 Future Vol,veh/h 0 0 0 0 0 121 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 0 Veh in Median Storage,# 0 - 0 0 - Grade, % 0 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 134 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1 Stage 1 - - - - - Stage 2 - - Critical Hdwy - - - 6.22 Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy - - - 3.318 Pot Cap-1 Maneuver - 0 - 0 1083 Stage 1 - 0 - 0 - Stage 2 - 0 - 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - - 1083 Mov Cap-2 Maneuver - - - Stage 1 - - - - - Stage 2 - - - Approach EB WB NB HCM Control Delay,s/v 0 0 8.79 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity(veh/h) 1083 - - HCM Lane V/C Ratio 0.124 - - HCM Control Delay(s/veh) 8.8 - - HCM Lane LOS A - HCM 95th%tile Q(veh) 0.4 - - Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 4) Synchro Output - Mitigation Conditions Analysis Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 Timings Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2024 Existing AM Mitigation t i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Vii r* ft if tt Traffic Volume(vph) 51 186 849 277 400 446 Future Volume(vph) 51 186 849 277 400 446 Turn Type Prot pt+ov NA Perm D.P+P NA Protected Phases 6 67 8 7 4 Permitted Phases 8 8 Detector Phase 6 67 8 8 7 4 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 25.0 25.0 25.0 12.0 25.0 Total Split(s) 30.0 68.0 68.0 52.0 120.0 Total Split(%) 20.0% 45.3% 45.3% 34.7% 80.0% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode None Max Max None C-Max Act Effct Green(s) 16.1 56.4 79.6 79.6 112.9 119.9 Actuated g/C Ratio 0.11 0.38 0.53 0.53 0.75 0.80 v/c Ratio 0.17 0.35 0.52 0.33 0.75 0.20 Control Delay(s/veh) 60.3 23.7 26.2 9.7 21.8 4.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 60.3 23.7 26.2 9.7 21.8 4.1 LOS E C C A C A Approach Delay(s/veh) 31.6 22.1 12.4 Approach LOS C C B Intersection Summary Cycle Length: 150 Actuated Cycle Length: 150 Offset:0(0%), Referenced to phase 4:SBT,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.75 Intersection Signal Delay(s/veh): 19.4 Intersection LOS: B Intersection Capacity Utilization 69.8% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Road&Overland Road il04(R) 06 07 1' 08 Overland C-Store TIS Synchro 12 Report NV5 2024 Existing AM Mitigation Queues Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2024 Existing AM Mitigation t i Lane Group WBL WBR NBT NBR SBL SBT Lane Group Flow(vph) 57 207 903 295 444 496 v/c Ratio 0.17 0.35 0.52 0.33 0.75 0.20 Control Delay(s/veh) 60.3 23.7 26.2 9.7 21.8 4.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 60.3 23.7 26.2 9.7 21.8 4.1 Queue Length 50th(ft) 26 103 298 53 147 53 Queue Length 95th(ft) 48 144 439 142 293 80 Internal Link Dist(ft) 1129 1167 1010 Turn Bay Length(ft) 150 160 235 Base Capacity(vph) 489 682 1744 891 706 2463 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.30 0.52 0.33 0.63 0.20 Intersection Summary Overland C-Store TIS Synchro 12 Report NV5 2024 Existing AM Mitigation HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2024 Existing AM Mitigation t i Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vii r* ft if Vii tt Traffic Volume(vph) 51 186 849 277 400 446 Future Volume(vph) 51 186 849 277 400 446 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 0.97 1.00 0.95 1.00 1.00 0.95 Frt 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow(prot) 3190 1471 3288 1515 1660 3081 Flt Permitted 0.95 1.00 1.00 1.00 0.24 1.00 Satd. Flow(perm) 3190 1471 3288 1515 425 3081 Peak-hour factor, PHF 0.90 0.90 0.94 0.94 0.90 0.90 Adj. Flow(vph) 57 207 903 295 444 496 RTOR Reduction(vph) 0 35 0 87 0 0 Lane Group Flow(vph) 57 172 903 208 444 496 Heavy Vehicles(%) 4% 4% 4% 1% 3% 11% Turn Type Prot pt+ov NA Perm D.P+P NA Protected Phases 6 67 8 7 4 Permitted Phases 8 8 Actuated Green, G(s) 16.1 56.4 79.6 79.6 112.9 119.9 Effective Green,g(s) 16.1 56.4 79.6 79.6 112.9 119.9 Actuated g/C Ratio 0.11 0.38 0.53 0.53 0.75 0.80 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 342 553 1744 803 594 2462 vls Ratio Prot 0.02 c0.12 0.27 c0.17 0.16 v/s Ratio Perm 0.14 c0.40 vlc Ratio 0.17 0.31 0.52 0.26 0.75 0.20 Uniform Delay,dl 60.9 33.1 22.8 19.1 13.0 3.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 0.1 1.1 0.8 4.5 0.2 Delay(s) 60.9 33.2 23.9 19.9 17.5 3.8 Level of Service E C C B B A Approach Delay(slveh) 39.2 22.9 10.2 Approach LOS D C B Intersection Summary HCM 2000 Control Delay(s/veh) 19.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.70 Actuated Cycle Length(s) 150.0 Sum of lost time(s) 21.0 Intersection Capacity Utilization 69.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2024 Existing AM Mitigation HCM 7th Signalized Intersection Summary Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2024 Existing AM Mitigation t i Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vii r* ft if tt Traffic Volume(veh/h) 51 186 849 277 400 446 Future Volume(veh/h) 51 186 849 277 400 446 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1744 1744 1744 1786 1758 1646 Adj Flow Rate,veh/h 57 207 903 295 444 496 Peak Hour Factor 0.90 0.90 0.94 0.94 0.90 0.90 Percent Heavy Veh,% 4 4 4 1 3 11 Cap,veh/h 435 383 1990 909 465 2413 Arrive On Green 0.13 0.13 0.60 0.60 0.12 0.77 Sat Flow,veh/h 3222 1478 3400 1514 1674 3209 Grp Volume(v),veh/h 57 207 903 295 444 496 Grp Sat Flow(s),veh/h/In 1611 1478 1657 1514 1674 1563 Q Serve(g_s),s 2.3 18.1 22.4 14.5 16.1 6.5 Cycle Q Clear(g_c),s 2.3 18.1 22.4 14.5 16.1 6.5 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 435 383 1990 909 465 2413 V/C Ratio(X) 0.13 0.54 0.45 0.32 0.95 0.21 Avail Cap(c_a),veh/h 494 411 1990 909 759 2413 HCM Platoon Ratio 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 Uniform Delay(d),s/veh 57.1 47.8 16.4 14.9 20.1 4.6 Incr Delay(d2),s/veh 0.1 0.5 0.7 0.9 12.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.9 15.1 8.3 5.0 11.1 1.8 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 57.2 48.3 17.2 15.8 32.1 4.8 LnGrp LOS E D B B C A Approach Vol,veh/h 264 1198 940 Approach Delay,s/veh 50.2 16.9 17.7 Approach LOS D B B Timer-Assigned Phs 4 6 7 8 Phs Duration(G+Y+Rc),s 122.8 27.2 25.7 97.1 Change Period(Y+Rc),s 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 113.0 23.0 45.0 61.0 Max Q Clear Time(g_c+I1),s 8.5 20.1 18.1 24.4 Green Ext Time(p-c),s 2.0 0.1 0.6 4.7 Intersection Summary HCM 7th Control Delay,s/veh 20.9 HCM 7th LOS C Overland C-Store TIS Synchro 12 Report NV5 2024 Existing AM Mitigation Timings Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2024 Existing PM Mitigation t i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Vii r* ft if tt Traffic Volume(vph) 401 512 599 107 284 1183 Future Volume(vph) 401 512 599 107 284 1183 Turn Type Prot pt+ov NA Perm D.P+P NA Protected Phases 2 27 8 7 4 Permitted Phases 8 8 Detector Phase 2 27 8 8 7 4 Switch Phase Minimum Initial(s) 8.0 10.0 10.0 5.0 10.0 Minimum Split(s) 24.0 24.0 24.0 12.0 24.0 Total Split(s) 55.0 65.0 65.0 30.0 95.0 Total Split(%) 36.7% 43.3% 43.3% 20.0% 63.3% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode None Max Max None C-Max Act Effct Green(s) 44.0 69.0 67.0 67.0 85.0 92.0 Actuated g/C Ratio 0.29 0.46 0.45 0.45 0.57 0.61 v/c Ratio 0.46 0.76 0.43 0.16 0.69 0.64 Control Delay(s/veh) 44.4 32.2 31.1 7.8 23.4 20.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 44.4 32.2 31.1 7.8 23.4 20.9 LOS D C C A C C Approach Delay(s/veh) 37.6 27.6 21.4 Approach LOS D C C Intersection Summary Cycle Length: 150 Actuated Cycle Length: 150 Offset:0(0%), Referenced to phase 4:SBT,Start of Green Natural Cycle:60 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.76 Intersection Signal Delay(s/veh):27.6 Intersection LOS:C Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Road&Overland Road 02 04(R) 07 � 08 Overland C-Store TIS Synchro 12 Report NV5 2024 Existing PM Mitigation Queues Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2024 Existing PM Mitigation t i Lane Group WBL WBR NBT NBR SBL SBT Lane Group Flow(vph) 446 569 644 115 316 1314 v/c Ratio 0.46 0.76 0.43 0.16 0.69 0.64 Control Delay(s/veh) 44.4 32.2 31.1 7.8 23.4 20.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 44.4 32.2 31.1 7.8 23.4 20.9 Queue Length 50th(ft) 179 354 234 10 148 431 Queue Length 95th(ft) 228 471 311 53 214 520 Internal Link Dist(ft) 1129 1167 1010 Turn Bay Length(ft) 150 160 235 Base Capacity(vph) 1061 780 1497 724 510 2056 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.42 0.73 0.43 0.16 0.62 0.64 Intersection Summary Overland C-Store TIS Synchro 12 Report NV5 2024 Existing PM Mitigation HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2024 Existing PM Mitigation t i Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vii r* ft if Vii tt Traffic Volume(vph) 401 512 599 107 284 1183 Future Volume(vph) 401 512 599 107 284 1183 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 0.97 1.00 0.95 1.00 1.00 0.95 Frt 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow(prot) 3317 1485 3353 1500 1660 3353 Flt Permitted 0.95 1.00 1.00 1.00 0.33 1.00 Satd. Flow(perm) 3317 1485 3353 1500 581 3353 Peak-hour factor, PHF 0.90 0.90 0.93 0.93 0.90 0.90 Adj. Flow(vph) 446 569 644 115 316 1314 RTOR Reduction(vph) 0 65 0 54 0 0 Lane Group Flow(vph) 446 504 644 61 316 1314 Heavy Vehicles(%) 0% 3% 2% 2% 3% 2% Turn Type Prot pt+ov NA Perm D.P+P NA Protected Phases 2 27 8 7 4 Permitted Phases 8 8 Actuated Green, G(s) 44.0 69.0 67.0 67.0 85.0 92.0 Effective Green,g(s) 44.0 69.0 67.0 67.0 85.0 92.0 Actuated g/C Ratio 0.29 0.46 0.45 0.45 0.57 0.61 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 972 683 1497 670 458 2056 vls Ratio Prot 0.13 c0.34 0.19 0.08 0.39 v/s Ratio Perm 0.04 c0.31 vlc Ratio 0.46 0.74 0.43 0.09 0.69 0.64 Uniform Delay,dl 43.3 33.1 28.4 23.9 18.3 18.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 3.6 0.9 0.3 3.4 1.5 Delay(s) 43.4 36.7 29.3 24.2 21.7 20.0 Level of Service D D C C C B Approach Delay(slveh) 39.6 28.6 20.3 Approach LOS D C C Intersection Summary HCM 2000 Control Delay(s/veh) 27.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length(s) 150.0 Sum of lost time(s) 21.0 Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2024 Existing PM Mitigation HCM 7th Signalized Intersection Summary Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2024 Existing PM Mitigation t i Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vii r* ft if tt Traffic Volume(veh/h) 401 512 599 107 284 1183 Future Volume(veh/h) 401 512 599 107 284 1183 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1800 1758 1772 1772 1758 1772 Adj Flow Rate,veh/h 446 569 644 115 316 1314 Peak Hour Factor 0.90 0.90 0.93 0.93 0.90 0.90 Percent Heavy Veh,% 0 3 2 2 3 2 Cap,veh/h 1064 658 1408 628 449 1975 Arrive On Green 0.32 0.32 0.42 0.42 0.12 0.59 Sat Flow,veh/h 3326 1490 3455 1502 1674 3455 Grp Volume(v),veh/h 446 569 644 115 316 1314 Grp Sat Flow(s),veh/h/In 1663 1490 1683 1502 1674 1683 Q Serve(g_s),s 15.8 48.0 20.6 7.2 16.1 39.7 Cycle Q Clear(g_c),s 15.8 48.0 20.6 7.2 16.1 39.7 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 1064 658 1408 628 449 1975 V/C Ratio(X) 0.42 0.86 0.46 0.18 0.70 0.67 Avail Cap(c_a),veh/h 1064 658 1408 628 501 1975 HCM Platoon Ratio 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 Uniform Delay(d),s/veh 40.1 37.8 31.4 27.5 22.2 21.0 Incr Delay(d2),s/veh 0.1 11.1 1.1 0.6 3.0 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 6.4 39.0 8.4 2.7 6.4 15.2 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 40.1 48.9 32.5 28.1 25.1 22.8 LnGrp LOS D D C C C C Approach Vol,veh/h 1015 759 1630 Approach Delay,s/veh 45.0 31.8 23.3 Approach LOS D C C Timer-Assigned Phs 2 4 7 8 Phs Duration(G+Y+Rc),s 55.0 95.0 25.3 69.7 Change Period(Y+Rc),s 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 48.0 88.0 23.0 58.0 Max Q Clear Time(g_c+I1),s 50.0 41.7 18.1 22.6 Green Ext Time(p-c),s 0.0 7.1 0.2 2.9 Intersection Summary HCM 7th Control Delay,s/veh 31.7 HCM 7th LOS C Overland C-Store TIS Synchro 12 Report NV5 2024 Existing PM Mitigation Timings Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2025 No-Build AM Mitigation t i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Vii r* ft if tt Traffic Volume(vph) 53 195 884 288 416 464 Future Volume(vph) 53 195 884 288 416 464 Turn Type Prot pt+ov NA Perm D.P+P NA Protected Phases 2 27 8 7 4 Permitted Phases 8 8 Detector Phase 2 27 8 8 7 4 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 25.0 25.0 25.0 12.0 25.0 Total Split(s) 30.0 67.0 67.0 53.0 120.0 Total Split(%) 20.0% 44.7% 44.7% 35.3% 80.0% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode None Max Max None C-Max Act Effct Green(s) 17.1 60.2 75.8 75.8 111.9 118.9 Actuated g/C Ratio 0.11 0.40 0.51 0.51 0.75 0.79 v/c Ratio 0.16 0.35 0.57 0.36 0.78 0.21 Control Delay(s/veh) 59.6 24.0 29.5 11.5 27.6 4.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 59.6 24.0 29.5 11.5 27.6 4.3 LOS E C C B C A Approach Delay(s/veh) 31.6 25.1 15.3 Approach LOS C C B Intersection Summary Cycle Length: 150 Actuated Cycle Length: 150 Offset:0(0%), Referenced to phase 4:SBT,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.78 Intersection Signal Delay(s/veh):22.0 Intersection LOS:C Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Road&Overland Road 02 04(R) 07 T 08 Overland C-Store TIS Synchro 12 Report NV5 2025 No-Build AM Mitigation Queues Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2025 No-Build AM Mitigation t i Lane Group WBL WBR NBT NBR SBL SBT Lane Group Flow(vph) 59 217 940 306 462 516 v/c Ratio 0.16 0.35 0.57 0.36 0.78 0.21 Control Delay(s/veh) 59.6 24.0 29.5 11.5 27.6 4.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 59.6 24.0 29.5 11.5 27.6 4.3 Queue Length 50th(ft) 27 113 334 65 202 58 Queue Length 95th(ft) 49 152 480 162 342 84 Internal Link Dist(ft) 1129 1167 1010 Turn Bay Length(ft) 100 160 235 Base Capacity(vph) 489 692 1660 855 691 2442 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.31 0.57 0.36 0.67 0.21 Intersection Summary Overland C-Store TIS Synchro 12 Report NV5 2025 No-Build AM Mitigation HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2025 No-Build AM Mitigation t i Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vii r* ft if Vii tt Traffic Volume(vph) 53 195 884 288 416 464 Future Volume(vph) 53 195 884 288 416 464 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 0.97 1.00 0.95 1.00 1.00 0.95 Frt 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow(prot) 3190 1471 3288 1515 1660 3081 Flt Permitted 0.95 1.00 1.00 1.00 0.22 1.00 Satd. Flow(perm) 3190 1471 3288 1515 383 3081 Peak-hour factor, PHF 0.90 0.90 0.94 0.94 0.90 0.90 Adj. Flow(vph) 59 217 940 306 462 516 RTOR Reduction(vph) 0 28 0 91 0 0 Lane Group Flow(vph) 59 189 940 215 462 516 Heavy Vehicles(%) 4% 4% 4% 1% 3% 11% Turn Type Prot pt+ov NA Perm D.P+P NA Protected Phases 2 27 8 7 4 Permitted Phases 8 8 Actuated Green, G(s) 17.1 60.3 75.7 75.7 111.9 118.9 Effective Green,g(s) 17.1 60.3 75.7 75.7 111.9 118.9 Actuated g/C Ratio 0.11 0.40 0.50 0.50 0.75 0.79 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 363 591 1659 764 593 2442 vls Ratio Prot 0.02 c0.13 0.29 c0.19 0.17 v/s Ratio Perm 0.14 c0.39 vlc Ratio 0.16 0.32 0.57 0.28 0.78 0.21 Uniform Delay,d1 60.0 30.8 25.8 21.5 19.2 3.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 0.1 1.4 0.9 5.9 0.2 Delay(s) 60.1 30.9 27.2 22.4 25.0 4.1 Level of Service E C C C C A Approach Delay(slveh) 37.1 26.0 14.0 Approach LOS D C B Intersection Summary HCM 2000 Control Delay(s/veh) 22.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.73 Actuated Cycle Length(s) 150.0 Sum of lost time(s) 21.0 Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 No-Build AM Mitigation HCM 7th Signalized Intersection Summary Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2025 No-Build AM Mitigation t i Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vii r* ft if tt Traffic Volume(veh/h) 53 195 884 288 416 464 Future Volume(veh/h) 53 195 884 288 416 464 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1744 1744 1744 1786 1758 1646 Adj Flow Rate,veh/h 59 217 940 306 462 516 Peak Hour Factor 0.90 0.90 0.94 0.94 0.90 0.90 Percent Heavy Veh,% 4 4 4 1 3 11 Cap,veh/h 439 430 1885 861 483 2409 Arrive On Green 0.14 0.14 0.57 0.57 0.15 0.77 Sat Flow,veh/h 3222 1478 3400 1514 1674 3209 Grp Volume(v),veh/h 59 217 940 306 462 516 Grp Sat Flow(s),veh/h/In 1611 1478 1657 1514 1674 1563 Q Serve(g_s),s 2.4 18.3 25.6 16.4 20.6 6.8 Cycle Q Clear(g_c),s 2.4 18.3 25.6 16.4 20.6 6.8 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 439 430 1885 861 483 2409 V/C Ratio(X) 0.13 0.50 0.50 0.36 0.96 0.21 Avail Cap(c_a),veh/h 494 455 1885 861 738 2409 HCM Platoon Ratio 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 Uniform Delay(d),s/veh 57.0 44.2 19.4 17.5 25.8 4.7 Incr Delay(d2),s/veh 0.1 0.3 0.9 1.1 14.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.0 15.5 9.7 5.8 11.3 1.9 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 57.0 44.5 20.4 18.6 40.3 4.9 LnGrp LOS E D C B D A Approach Vol,veh/h 276 1246 978 Approach Delay,s/veh 47.2 20.0 21.7 Approach LOS D B C Timer-Assigned Phs 2 4 7 8 Phs Duration(G+Y+Rc),s 27.4 122.6 30.2 92.4 Change Period(Y+Rc),s 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 23.0 113.0 46.0 60.0 Max Q Clear Time(g_c+I1),s 20.3 8.8 22.6 27.6 Green Ext Time(p-c),s 0.1 2.1 0.6 4.9 Intersection Summary HCM 7th Control Delay,s/veh 23.6 HCM 7th LOS C Overland C-Store TIS Synchro 12 Report NV5 2025 No-Build AM Mitigation Timings Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2025 No-Build PM Mitigation t i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Vii r* ft if tt Traffic Volume(vph) 419 536 624 111 295 1230 Future Volume(vph) 419 536 624 111 295 1230 Turn Type Prot pt+ov NA Perm D.P+P NA Protected Phases 2 27 8 7 4 Permitted Phases 8 8 Detector Phase 2 27 8 8 7 4 Switch Phase Minimum Initial(s) 8.0 10.0 10.0 5.0 10.0 Minimum Split(s) 24.0 24.0 24.0 12.0 24.0 Total Split(s) 55.0 65.0 65.0 30.0 95.0 Total Split(%) 36.7% 43.3% 43.3% 20.0% 63.3% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode None Max Max None C-Max Act Effct Green(s) 45.5 71.2 64.8 64.8 83.5 90.5 Actuated g/C Ratio 0.30 0.47 0.43 0.43 0.56 0.60 v/c Ratio 0.46 0.78 0.46 0.17 0.74 0.68 Control Delay(s/veh) 43.7 33.6 32.8 8.4 26.6 22.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 43.7 33.6 32.8 8.4 26.6 22.5 LOS D C C A C C Approach Delay(s/veh) 38.0 29.2 23.3 Approach LOS D C C Intersection Summary Cycle Length: 150 Actuated Cycle Length: 150 Offset:0(0%), Referenced to phase 4:SBT,Start of Green Natural Cycle:65 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.78 Intersection Signal Delay(s/veh):29.0 Intersection LOS:C Intersection Capacity Utilization 65.6% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Road&Overland Road 02 04(R) 07 � 08 Overland C-Store TIS Synchro 12 Report NV5 2025 No-Build PM Mitigation Queues Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2025 No-Build PM Mitigation t i Lane Group WBL WBR NBT NBR SBL SBT Lane Group Flow(vph) 466 596 671 119 328 1367 v/c Ratio 0.46 0.78 0.46 0.17 0.74 0.68 Control Delay(s/veh) 43.7 33.6 32.8 8.4 26.6 22.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 43.7 33.6 32.8 8.4 26.6 22.5 Queue Length 50th(ft) 186 383 253 12 159 472 Queue Length 95th(ft) 239 525 326 56 224 555 Internal Link Dist(ft) 1129 1167 1010 Turn Bay Length(ft) 100 160 235 Base Capacity(vph) 1061 794 1448 703 487 2024 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.44 0.75 0.46 0.17 0.67 0.68 Intersection Summary Overland C-Store TIS Synchro 12 Report NV5 2025 No-Build PM Mitigation HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2025 No-Build PM Mitigation t i Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vii r* ft if Vii tt Traffic Volume(vph) 419 536 624 111 295 1230 Future Volume(vph) 419 536 624 111 295 1230 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 0.97 1.00 0.95 1.00 1.00 0.95 Frt 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow(prot) 3317 1485 3353 1500 1660 3353 Flt Permitted 0.95 1.00 1.00 1.00 0.31 1.00 Satd. Flow(perm) 3317 1485 3353 1500 545 3353 Peak-hour factor, PHF 0.90 0.90 0.93 0.93 0.90 0.90 Adj. Flow(vph) 466 596 671 119 328 1367 RTOR Reduction(vph) 0 58 0 56 0 0 Lane Group Flow(vph) 466 538 671 63 328 1367 Heavy Vehicles(%) 0% 3% 2% 2% 3% 2% Turn Type Prot pt+ov NA Perm D.P+P NA Protected Phases 2 27 8 7 4 Permitted Phases 8 8 Actuated Green, G(s) 45.5 71.3 64.7 64.7 83.5 90.5 Effective Green,g(s) 45.5 71.3 64.7 64.7 83.5 90.5 Actuated g/C Ratio 0.30 0.48 0.43 0.43 0.56 0.60 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 1006 705 1446 647 443 2022 vls Ratio Prot 0.14 c0.36 0.20 0.09 0.41 v/s Ratio Perm 0.04 c0.32 vlc Ratio 0.46 0.76 0.46 0.10 0.74 0.68 Uniform Delay,d1 42.4 32.4 30.3 25.3 19.6 19.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 4.4 1.1 0.3 5.7 1.8 Delay(s) 42.5 36.8 31.4 25.6 25.3 21.8 Level of Service D D C C C C Approach Delay(slveh) 39.3 30.5 22.5 Approach LOS D C C Intersection Summary HCM 2000 Control Delay(s/veh) 29.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length(s) 150.0 Sum of lost time(s) 21.0 Intersection Capacity Utilization 65.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 No-Build PM Mitigation HCM 7th Signalized Intersection Summary Overland C-Store TIS 1: Ten Mile Road & Overland Road II 2025 No-Build PM Mitigation t i Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vii r* ft if tt Traffic Volume(veh/h) 419 536 624 111 295 1230 Future Volume(veh/h) 419 536 624 111 295 1230 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1800 1758 1772 1772 1758 1772 Adj Flow Rate,veh/h 466 596 671 119 328 1367 Peak Hour Factor 0.90 0.90 0.93 0.93 0.90 0.90 Percent Heavy Veh,% 0 3 2 2 3 2 Cap,veh/h 1064 666 1391 620 442 1975 Arrive On Green 0.32 0.32 0.41 0.41 0.13 0.59 Sat Flow,veh/h 3326 1490 3455 1502 1674 3455 Grp Volume(v),veh/h 466 596 671 119 328 1367 Grp Sat Flow(s),veh/h/In 1663 1490 1683 1502 1674 1683 Q Serve(g_s),s 16.6 48.0 21.9 7.6 16.8 42.4 Cycle Q Clear(g_c),s 16.6 48.0 21.9 7.6 16.8 42.4 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 1064 666 1391 620 442 1975 V/C Ratio(X) 0.44 0.90 0.48 0.19 0.74 0.69 Avail Cap(c_a),veh/h 1064 666 1391 620 487 1975 HCM Platoon Ratio 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 Uniform Delay(d),s/veh 40.3 38.3 32.3 28.0 22.8 21.6 Incr Delay(d2),s/veh 0.1 14.3 1.2 0.7 4.5 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 6.7 41.2 9.0 2.8 6.9 16.3 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 40.4 52.6 33.5 28.7 27.3 23.6 LnGrp LOS D D C C C C Approach Vol,veh/h 1062 790 1695 Approach Delay,s/veh 47.3 32.7 24.3 Approach LOS D C C Timer-Assigned Phs 2 4 7 8 Phs Duration(G+Y+Rc),s 55.0 95.0 26.0 69.0 Change Period(Y+Rc),s 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 48.0 88.0 23.0 58.0 Max Q Clear Time(g_c+I1),s 50.0 44.4 18.8 23.9 Green Ext Time(p-c),s 0.0 7.5 0.2 3.0 Intersection Summary HCM 7th Control Delay,s/veh 33.1 HCM 7th LOS C Overland C-Store TIS Synchro 12 Report NV5 2025 No-Build PM Mitigation Timings Overland C-Store TIS 1: Ten Mile Road & Overland Road 2025 Build AM(Alternative 1)Mitigation } --1. 4--- t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* if ft if tt r* Traffic Volume(vph) 127 16 174 29 40 195 127 789 288 416 345 151 Future Volume(vph) 127 16 174 29 40 195 127 789 288 416 345 151 Turn Type D.P+P NA Perm Prot NA pm+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 7 3 8 7 4 Permitted Phases 6 2 6 4 8 8 4 Detector Phase 5 2 2 1 6 7 3 8 8 7 4 4 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 11.0 25.0 25.0 25.0 24.0 12.0 11.0 25.0 25.0 12.0 25.0 25.0 Total Split(s) 27.0 27.0 27.0 27.0 27.0 33.0 27.0 33.0 33.0 33.0 39.0 39.0 Total Split(%) 22.5% 22.5% 22.5% 22.5% 22.5% 27.5% 22.5% 27.5% 27.5% 27.5% 32.5% 32.5% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 1.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 7.0 7.0 7.0 6.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None C-Max C-Max Act Effct Green(s) 22.8 19.8 19.8 5.8 9.9 55.4 73.2 31.7 31.7 71.2 63.8 63.8 Actuated g/C Ratio 0.19 0.17 0.17 0.05 0.08 0.46 0.61 0.26 0.26 0.59 0.53 0.53 v/c Ratio 0.56 0.06 0.47 0.21 0.70 0.18 0.22 0.97 0.56 0.76 0.23 0.19 Control Delay(s/veh) 44.8 42.1 9.9 57.8 43.9 3.6 10.1 67.7 18.9 36.1 17.3 3.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 44.8 42.1 9.9 57.8 43.9 3.6 10.1 67.7 18.9 36.1 17.3 3.6 LOS D D A E D A B E B D B A Approach Delay(s/veh) 25.5 27.8 49.9 23.6 Approach LOS C C D C Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.97 Intersection Signal Delay(s/veh):35.7 Intersection LOS: D Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Road&Overland Road 01 �02 J1 03 � 04(R) 1 05 � 06 14 07 � 08 33 s Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 1)Mitigation Queues Overland C-Store TIS 1: Ten Mile Road & Overland Road 2025 Build AM(Alternative 1)Mitigation } --1' 4--- t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 141 18 193 32 133 128 135 839 306 462 383 168 v/c Ratio 0.56 0.06 0.47 0.21 0.70 0.18 0.22 0.97 0.56 0.76 0.23 0.19 Control Delay(s/veh) 44.8 42.1 9.9 57.8 43.9 3.6 10.1 67.7 18.9 36.1 17.3 3.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 44.8 42.1 9.9 57.8 43.9 3.6 10.1 67.7 18.9 36.1 17.3 3.6 Queue Length 50th(ft) 92 13 0 12 47 0 35 332 67 260 78 0 Queue Length 95th(ft) 133 32 62 29 112 34 78 #537 176 #481 142 42 Internal Link Dist(ft) 254 1129 1167 1010 Turn Bay Length(ft) 100 100 100 95 235 160 235 160 Base Capacity(vph) 351 315 426 531 321 714 739 868 544 610 1639 876 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.40 0.06 0.45 0.06 0.41 0.18 0.18 0.97 0.56 0.76 0.23 0.19 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 1)Mitigation HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 1: Ten Mile Road & Overland Road 2025 Build AM(Alternative 1)Mitigation } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* if ft if Vii tt r* Traffic Volume(vph) 127 16 174 29 40 195 127 789 288 416 345 151 Future Volume(vph) 127 16 174 29 40 195 127 789 288 416 345 151 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 7.0 7.0 7.0 6.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 0.97 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 1.00 0.85 1.00 0.90 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 1765 1500 3190 1489 1398 1676 3288 1515 1660 3081 1500 Flt Permitted 0.51 1.00 1.00 0.95 1.00 1.00 0.52 1.00 1.00 0.14 1.00 1.00 Satd. Flow(perm) 895 1765 1500 3190 1489 1398 920 3288 1515 242 3081 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow(vph) 141 18 193 32 44 217 135 839 306 462 383 168 RTOR Reduction(vph) 0 0 161 0 66 72 0 0 149 0 0 83 Lane Group Flow(vph) 141 18 32 32 67 56 135 839 157 462 383 85 Heavy Vehicles(%) 2% 2% 2% 4% 2% 4% 2% 4% 1% 3% 11% 2% Turn Type D.P+P NA Perm Prot NA pm+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 7 3 8 7 4 Permitted Phases 6 2 6 4 8 8 4 Actuated Green, G(s) 25.6 19.8 19.8 3.8 12.7 52.2 69.4 28.9 28.9 68.4 61.0 61.0 Effective Green,g(s) 25.6 19.8 19.8 3.8 12.7 52.2 69.4 28.9 28.9 68.4 61.0 61.0 Actuated g/C Ratio 0.21 0.17 0.17 0.03 0.11 0.44 0.58 0.24 0.24 0.57 0.51 0.51 Clearance Time(s) 6.0 7.0 7.0 7.0 6.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 274 291 247 101 157 608 584 791 364 604 1566 762 vls Ratio Prot c0.06 0.01 0.01 0.04 0.03 0.02 c0.26 c0.25 0.12 v/s Ratio Perm c0.05 0.02 0.01 0.12 0.10 0.18 0.06 vlc Ratio 0.51 0.06 0.13 0.32 0.43 0.09 0.23 1.06 0.43 0.76 0.24 0.11 Uniform Delay,dl 40.6 42.3 42.7 56.8 50.2 19.9 11.6 45.6 38.6 27.0 16.6 15.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.7 0.0 0.1 0.7 0.7 0.0 0.1 49.3 3.7 5.2 0.4 0.3 Delay(s) 41.3 42.3 42.8 57.5 50.9 20.0 11.7 94.9 42.3 32.1 16.9 15.7 Level of Service D D D E D B B F D C B B Approach Delay(slveh) 42.2 38.1 73.5 23.7 Approach LOS D D E C Intersection Summary HCM 2000 Control Delay(s/veh) 49.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 1)Mitigation HCM 7th Signalized Intersection Summary Overland C-Store TIS 1: Ten Mile Road & Overland Road 2025 Build AM(Alternative 1)Mitigation } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* if ft if tt r* Traffic Volume(veh/h) 127 16 174 29 40 195 127 789 288 416 345 151 Future Volume(veh/h) 127 16 174 29 40 195 127 789 288 416 345 151 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1744 1772 1744 1772 1744 1786 1758 1646 1772 Adj Flow Rate,veh/h 141 18 193 32 0 246 135 839 306 462 383 168 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 330 255 216 138 0 913 554 1245 569 484 1678 806 Arrive On Green 0.09 0.14 0.14 0.04 0.00 0.10 0.05 0.38 0.38 0.21 0.54 0.54 Sat Flow,veh/h 1688 1772 1502 3322 0 2956 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 141 18 193 32 0 246 135 839 306 462 383 168 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1661 0 1478 1688 1657 1514 1674 1563 1502 Q Serve(g_s),s 8.8 1.1 15.2 1.1 0.0 7.5 4.3 25.4 19.0 22.5 7.8 7.0 Cycle Q Clear(g_c),s 8.8 1.1 15.2 1.1 0.0 7.5 4.3 25.4 19.0 22.5 7.8 7.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 330 255 216 138 0 913 554 1245 569 484 1678 806 V/C Ratio(X) 0.43 0.07 0.89 0.23 0.00 0.27 0.24 0.67 0.54 0.96 0.23 0.21 Avail Cap(c_a),veh/h 473 295 250 554 0 1124 760 1245 569 503 1678 806 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 42.6 44.4 50.5 55.6 0.0 31.3 11.3 31.3 29.3 26.5 14.7 14.5 Incr Delay(d2),s/veh 0.3 0.0 26.2 0.3 0.0 0.1 0.1 2.9 3.6 28.1 0.3 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(50%),veh/In 3.6 0.5 7.1 0.5 0.0 2.6 1.5 10.2 7.2 11.9 2.7 2.4 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 42.9 44.5 76.7 56.0 0.0 31.3 11.4 34.2 32.9 54.6 15.0 15.1 LnGrp LOS D D E E C B C C D B B Approach Vol,veh/h 352 278 1280 1013 Approach Delay,s/veh 61.5 34.2 31.5 33.1 Approach LOS E C C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 12.0 24.3 12.3 71.4 16.8 19.4 31.6 52.1 Change Period(Y+Rc),s 7.0 7.0 6.0 7.0 6.0 *7 7.0 7.0 Max Green Setting(Gmax),s 20.0 20.0 21.0 32.0 21.0 *21 26.0 26.0 Max Q Clear Time(g_c+I1),s 3.1 17.2 6.3 9.8 10.8 9.5 24.5 27.4 Green Ext Time(p-c),s 0.0 0.1 0.1 1.7 0.1 0.4 0.2 0.0 Intersection Summary HCM 7th Control Delay,s/veh 35.9 HCM 7th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 1)Mitigation Timings Overland C-Store TIS 1: Ten Mile Road & Overland Road 2025 Build PM(Alternative 1)Mitigation } --1. 4--- t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* if ft if tt r* Traffic Volume(vph) 108 13 148 399 33 536 108 543 111 295 1129 128 Future Volume(vph) 108 13 148 399 33 536 108 543 111 295 1129 128 Turn Type D.P+P NA Perm Prot NA pm+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 7 3 8 7 4 Permitted Phases 6 2 6 4 8 8 4 Detector Phase 5 2 2 1 6 7 3 8 8 7 4 4 Switch Phase Minimum Initial(s) 5.0 8.0 8.0 8.0 5.0 5.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split(s) 11.0 24.0 24.0 24.0 22.0 12.0 11.0 24.0 24.0 12.0 24.0 24.0 Total Split(s) 27.0 27.0 27.0 27.0 27.0 27.0 27.0 39.0 39.0 27.0 39.0 39.0 Total Split(%) 22.5% 22.5% 22.5% 22.5% 22.5% 22.5% 22.5% 32.5% 32.5% 22.5% 32.5% 32.5% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 1.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 7.0 7.0 7.0 6.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None C-Max C-Max Act Effct Green(s) 30.0 9.2 9.2 18.8 19.1 44.0 66.0 45.1 45.1 64.0 56.0 56.0 Actuated g/C Ratio 0.25 0.08 0.08 0.16 0.16 0.37 0.55 0.38 0.38 0.53 0.47 0.47 v/c Ratio 0.57 0.10 0.61 0.86 0.69 0.47 0.55 0.46 0.18 0.67 0.80 0.18 Control Delay(s/veh) 42.0 51.8 18.1 65.8 17.2 9.0 23.8 31.7 2.4 20.9 33.3 2.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 42.0 51.8 18.1 65.8 17.2 9.0 23.8 31.7 2.4 20.9 33.3 2.9 LOS D D B E B A C C A C C A Approach Delay(s/veh) 29.3 34.8 26.3 28.5 Approach LOS C C C C Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle:95 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.86 Intersection Signal Delay(s/veh):29.8 Intersection LOS:C Intersection Capacity Utilization 80.4% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Road&Overland Road 01 �02 � �3 � 04(R) 1 05 � 06 � 07 � 08 Ell Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 1)Mitigation Queues Overland C-Store TIS 1: Ten Mile Road & Overland Road 2025 Build PM(Alternative 1)Mitigation } --1' 4--- t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 120 14 164 443 317 316 116 584 119 328 1254 142 v/c Ratio 0.57 0.10 0.61 0.86 0.69 0.47 0.55 0.46 0.18 0.67 0.80 0.18 Control Delay(s/veh) 42.0 51.8 18.1 65.8 17.2 9.0 23.8 31.7 2.4 20.9 33.3 2.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 42.0 51.8 18.1 65.8 17.2 9.0 23.8 31.7 2.4 20.9 33.3 2.9 Queue Length 50th(ft) 70 10 0 172 30 41 36 178 0 122 420 0 Queue Length 95th(ft) 111 31 64 #243 131 105 85 275 18 206 #666 30 Internal Link Dist(ft) 254 1129 1167 1010 Turn Bay Length(ft) 100 100 100 95 235 160 235 160 Base Capacity(vph) 339 294 386 552 480 696 370 1259 665 528 1565 787 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.35 0.05 0.42 0.80 0.66 0.45 0.31 0.46 0.18 0.62 0.80 0.18 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 1)Mitigation HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 1: Ten Mile Road & Overland Road 2025 Build PM(Alternative 1)Mitigation } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* if ft if Vii tt r* Traffic Volume(vph) 108 13 148 399 33 536 108 543 111 295 1129 128 Future Volume(vph) 108 13 148 399 33 536 108 543 111 295 1129 128 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 7.0 7.0 7.0 6.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 0.97 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 1.00 0.85 1.00 0.87 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 1765 1500 3317 1442 1411 1676 3353 1500 1660 3353 1500 Flt Permitted 0.21 1.00 1.00 0.95 1.00 1.00 0.10 1.00 1.00 0.35 1.00 1.00 Satd. Flow(perm) 370 1765 1500 3317 1442 1411 182 3353 1500 614 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Adj. Flow(vph) 120 14 164 443 37 596 116 584 119 328 1254 142 RTOR Reduction(vph) 0 0 151 0 231 164 0 0 74 0 0 76 Lane Group Flow(vph) 120 14 13 443 86 152 116 584 45 328 1254 66 Heavy Vehicles(%) 2% 2% 2% 0% 2% 3% 2% 2% 2% 3% 2% 2% Turn Type D.P+P NA Perm Prot NA pm+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 7 3 8 7 4 Permitted Phases 6 2 6 4 8 8 4 Actuated Green, G(s) 30.0 9.2 9.2 18.8 19.1 38.0 65.0 45.1 45.1 64.0 56.0 56.0 Effective Green,g(s) 30.0 9.2 9.2 18.8 19.1 38.0 65.0 45.1 45.1 64.0 56.0 56.0 Actuated g/C Ratio 0.25 0.08 0.08 0.16 0.16 0.32 0.54 0.38 0.38 0.53 0.47 0.47 Clearance Time(s) 6.0 7.0 7.0 7.0 6.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 211 135 115 519 229 446 210 1260 563 492 1564 700 vls Ratio Prot 0.05 0.01 c0.13 0.06 0.05 0.04 0.17 c0.10 c0.37 v/s Ratio Perm c0.09 0.01 0.05 0.26 0.03 0.25 0.04 vlc Ratio 0.57 0.10 0.11 0.85 0.37 0.34 0.55 0.46 0.08 0.67 0.80 0.09 Uniform Delay,dl 37.4 51.6 51.6 49.3 45.1 31.4 18.9 28.3 24.1 16.8 27.3 17.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 2.1 0.1 0.2 12.4 0.4 0.2 1.8 1.2 0.3 2.6 4.4 0.3 Delay(s) 39.5 51.7 51.7 61.7 45.5 31.6 20.7 29.5 24.4 19.5 31.7 18.1 Level of Service D D D E D C C C C B C B Approach Delay(slveh) 46.8 48.1 27.5 28.3 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay(s/veh) 35.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.83 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 80.4% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 1)Mitigation HCM 7th Signalized Intersection Summary Overland C-Store TIS 1: Ten Mile Road & Overland Road 2025 Build PM(Alternative 1)Mitigation } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* if ft if tt r* Traffic Volume(veh/h) 108 13 148 399 33 536 108 543 111 295 1129 128 Future Volume(veh/h) 108 13 148 399 33 536 108 543 111 295 1129 128 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1800 1772 1758 1772 1772 1772 1758 1772 1772 Adj Flow Rate,veh/h 120 14 164 443 0 621 116 584 119 328 1254 142 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 0 2 3 2 2 2 3 2 2 Cap,veh/h 347 222 188 500 0 1039 198 1195 533 458 1519 677 Arrive On Green 0.07 0.13 0.13 0.15 0.00 0.21 0.05 0.35 0.35 0.14 0.45 0.45 Sat Flow,veh/h 1688 1772 1502 3429 0 2979 1688 3367 1502 1674 3367 1502 Grp Volume(v),veh/h 120 14 164 443 0 621 116 584 119 328 1254 142 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1714 0 1490 1688 1683 1502 1674 1683 1502 Q Serve(g_s),s 6.6 0.8 12.9 15.2 0.0 20.6 4.4 16.2 6.7 14.7 39.1 6.9 Cycle Q Clear(g_c),s 6.6 0.8 12.9 15.2 0.0 20.6 4.4 16.2 6.7 14.7 39.1 6.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 347 222 188 500 0 1039 198 1195 533 458 1519 677 V/C Ratio(X) 0.35 0.06 0.87 0.89 0.00 0.60 0.59 0.49 0.22 0.72 0.83 0.21 Avail Cap(c_a),veh/h 522 295 250 571 0 1039 404 1195 533 501 1519 677 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 33.6 46.3 51.6 50.3 0.0 32.1 24.9 30.2 27.1 20.9 28.8 20.0 Incr Delay(d2),s/veh 0.2 0.0 18.3 13.1 0.0 0.7 1.0 1.4 1.0 3.5 5.3 0.7 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(50%),veh/In 2.7 0.4 5.7 7.2 0.0 7.2 1.7 6.6 2.5 5.8 15.8 2.4 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 33.8 46.3 69.9 63.4 0.0 32.8 25.9 31.6 28.1 24.5 34.1 20.7 LnGrp LOS C D E E C C C C C C C Approach Vol,veh/h 298 1064 819 1724 Approach Delay,s/veh 54.3 45.5 30.3 31.1 Approach LOS D D C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 24.5 22.0 12.4 61.1 14.6 31.9 23.9 49.6 Change Period(Y+Rc),s 7.0 7.0 6.0 7.0 6.0 *7 7.0 7.0 Max Green Setting(Gmax),s 20.0 20.0 21.0 32.0 21.0 *21 20.0 32.0 Max Q Clear Time(g_c+I1),s 17.2 14.9 6.4 41.1 8.6 22.6 16.7 18.2 Green Ext Time(p-c),s 0.3 0.1 0.1 0.0 0.1 0.0 0.2 2.2 Intersection Summary HCM 7th Control Delay,s/veh 36.6 HCM 7th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 1)Mitigation Timings Overland C-Store TIS 4: Ten Mile Road & Overland Road 2025 Build AM(Alternative 2)Mitigation } --1. t # Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* tt r* tt if Traffic Volume(vph) 127 16 37 32 195 127 789 288 416 441 55 Future Volume(vph) 127 16 37 32 195 127 789 288 416 441 55 Turn Type D.P+P NA Prot NA pm+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 8 8 4 Detector Phase 1 6 5 2 7 3 8 8 7 4 4 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 11.0 24.0 11.0 25.0 12.0 11.0 25.0 25.0 12.0 25.0 25.0 Total Split(s) 27.0 27.0 27.0 27.0 31.0 27.0 35.0 35.0 31.0 39.0 39.0 Total Split(%) 22.5% 22.5% 22.5% 22.5% 25.8% 22.5% 29.2% 29.2% 25.8% 32.5% 32.5% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 1.0 1.0 1.0 2.0 2.0 1.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 7.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None C-Max C-Max Act Effct Green(s) 22.4 15.1 14.0 8.5 56.8 73.6 30.3 30.3 71.6 64.3 64.3 Actuated g/C Ratio 0.19 0.13 0.12 0.07 0.47 0.61 0.25 0.25 0.60 0.54 0.54 v/c Ratio 0.54 0.08 0.11 0.68 0.17 0.25 1.01 0.58 0.73 0.30 0.07 Control Delay(s/veh) 44.7 44.3 49.6 35.9 3.8 10.1 79.0 18.5 33.2 17.7 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 44.7 44.3 49.6 35.9 3.8 10.1 79.0 18.5 33.2 17.7 0.2 LOS D D D D A B E B C B A Approach Delay(s/veh) 44.7 24.3 57.3 23.7 Approach LOS D C E C Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.01 Intersection Signal Delay(s/veh):40.6 Intersection LOS: D Intersection Capacity Utilization 78.1% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 4:Ten Mile Road&Overland Road 01 02 04(R) 05 06 14 07 08 Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 2)Mitigation Queues Overland C-Store TIS 4: Ten Mile Road & Overland Road 2025 Build AM(Alternative 2)Mitigation } --1' t # Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 141 18 41 129 124 135 839 306 462 490 61 v/c Ratio 0.54 0.08 0.11 0.68 0.17 0.25 1.01 0.58 0.73 0.30 0.07 Control Delay(s/veh) 44.7 44.3 49.6 35.9 3.8 10.1 79.0 18.5 33.2 17.7 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 44.7 44.3 49.6 35.9 3.8 10.1 79.0 18.5 33.2 17.7 0.2 Queue Length 50th(ft) 92 14 12 28 0 34 335 65 248 103 0 Queue Length 95th(ft) 135 32 35 92 35 77 #514 168 #481 180 0 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 100 95 235 160 235 160 Base Capacity(vph) 352 320 605 323 727 680 829 531 637 1650 870 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.40 0.06 0.07 0.40 0.17 0.20 1.01 0.58 0.73 0.30 0.07 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 2)Mitigation HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 4: Ten Mile Road & Overland Road 2025 Build AM(Alternative 2)Mitigation } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* if ft if Vii tt r* Traffic Volume(vph) 127 16 0 37 32 195 127 789 288 416 441 55 Future Volume(vph) 127 16 0 37 32 195 127 789 288 416 441 55 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 7.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 0.97 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 1.00 1.00 0.89 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 1765 3190 1474 1398 1676 3288 1515 1660 3081 1500 Flt Permitted 0.57 1.00 0.95 1.00 1.00 0.45 1.00 1.00 0.15 1.00 1.00 Satd. Flow(perm) 1006 1765 3190 1474 1398 795 3288 1515 262 3081 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow(vph) 141 18 0 41 36 217 135 839 306 462 490 61 RTOR Reduction(vph) 0 0 0 0 84 69 0 0 156 0 0 30 Lane Group Flow(vph) 141 18 0 41 45 55 135 839 151 462 490 31 Heavy Vehicles(%) 2% 2% 2% 4% 2% 4% 2% 4% 1% 3% 11% 2% Turn Type D.P+P NA Perm Prot NA pm+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 6 2 4 8 8 4 Actuated Green, G(s) 25.0 13.0 13.0 12.1 53.4 69.0 26.7 26.7 68.0 60.7 60.7 Effective Green,g(s) 25.0 13.0 13.0 12.1 53.4 69.0 26.7 26.7 68.0 60.7 60.7 Actuated g/C Ratio 0.21 0.11 0.11 0.10 0.45 0.57 0.22 0.22 0.57 0.51 0.51 Clearance Time(s) 6.0 6.0 6.0 7.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 281 191 345 148 703 518 731 337 629 1558 758 vls Ratio Prot c0.05 0.01 0.01 0.03 0.03 0.02 c0.26 c0.25 0.16 v/s Ratio Perm c0.05 0.01 0.13 0.10 0.16 0.02 vlc Ratio 0.50 0.09 0.12 0.31 0.08 0.26 1.15 0.45 0.73 0.31 0.04 Uniform Delay,dl 41.1 48.2 48.3 50.1 19.2 11.8 46.6 40.3 25.5 17.4 15.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.5 0.1 0.1 0.4 0.0 0.1 82.0 4.2 3.8 0.5 0.1 Delay(s) 41.6 48.3 48.4 50.5 19.2 11.9 128.6 44.5 29.3 18.0 15.1 Level of Service D D D D B B F D C B B Approach Delay(slveh) 42.3 37.0 96.2 23.0 Approach LOS D D F C Intersection Summary HCM 2000 Control Delay(s/veh) 59.7 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 27.0 Intersection Capacity Utilization 78.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 2)Mitigation HCM 7th Signalized Intersection Summary Overland C-Store TIS 4: Ten Mile Road & Overland Road 2025 Build AM(Alternative 2)Mitigation } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* if ft if tt r* Traffic Volume(veh/h) 127 16 0 37 32 195 127 789 288 416 441 55 Future Volume(veh/h) 127 16 0 37 32 195 127 789 288 416 441 55 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1744 1772 1744 1772 1744 1786 1758 1646 1772 Adj Flow Rate,veh/h 141 18 0 41 0 241 135 839 306 462 490 61 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 311 256 217 103 0 819 552 1345 615 483 1739 835 Arrive On Green 0.09 0.14 0.00 0.03 0.00 0.08 0.05 0.41 0.41 0.19 0.56 0.56 Sat Flow,veh/h 1688 1772 1502 3322 0 2956 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 141 18 0 41 0 241 135 839 306 462 490 61 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1661 0 1478 1688 1657 1514 1674 1563 1502 Q Serve(g_s),s 9.0 1.1 0.0 1.5 0.0 7.7 4.1 24.2 18.1 21.1 9.9 2.3 Cycle Q Clear(g_c),s 9.0 1.1 0.0 1.5 0.0 7.7 4.1 24.2 18.1 21.1 9.9 2.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 311 256 217 103 0 819 552 1345 615 483 1739 835 V/C Ratio(X) 0.45 0.07 0.00 0.40 0.00 0.29 0.24 0.62 0.50 0.96 0.28 0.07 Avail Cap(c_a),veh/h 451 310 263 581 0 1064 761 1345 615 495 1739 835 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 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 44.5 44.3 0.0 57.0 0.0 34.1 10.5 28.3 26.5 24.6 14.0 12.3 Incr Delay(d2),s/veh 0.4 0.0 0.0 0.9 0.0 0.1 0.1 2.2 2.9 28.9 0.4 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(50%),veh/In 3.7 0.5 0.0 0.6 0.0 2.7 1.4 9.5 6.7 11.4 3.4 0.8 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 44.9 44.4 0.0 58.0 0.0 34.2 10.6 30.5 29.4 53.6 14.4 12.5 LnGrp LOS D D E C B C C D B B Approach Vol,veh/h 159 282 1280 1013 Approach Delay,s/veh 44.8 37.7 28.2 32.2 Approach LOS D D C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 17.0 17.1 12.2 73.8 9.7 24.4 30.2 55.7 Change Period(Y+Rc),s 6.0 7.0 6.0 7.0 6.0 *7 7.0 7.0 Max Green Setting(Gmax),s 21.0 20.0 21.0 32.0 21.0 *21 24.0 28.0 Max Q Clear Time(g_c+I1),s 11.0 9.7 6.1 11.9 3.5 3.1 23.1 26.2 Green Ext Time(p-c),s 0.1 0.4 0.1 1.9 0.0 0.0 0.1 0.9 Intersection Summary HCM 7th Control Delay,s/veh 31.6 HCM 7th LOS C Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 2)Mitigation Timings Overland C-Store TIS 4: Ten Mile Road & Overland Road 2025 Build PM(Alternative 2)Mitigation } --1. t # Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* tt r* tt if Traffic Volume(vph) 108 13 406 27 536 108 543 111 295 1210 47 Future Volume(vph) 108 13 406 27 536 108 543 111 295 1210 47 Turn Type D.P+P NA Prot NA pm+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 8 8 4 Detector Phase 1 6 5 2 7 3 8 8 7 4 4 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 8.0 5.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split(s) 11.0 22.0 11.0 24.0 12.0 11.0 24.0 24.0 12.0 24.0 24.0 Total Split(s) 27.0 27.0 34.0 34.0 27.0 27.0 32.0 32.0 27.0 32.0 32.0 Total Split(%) 22.5% 22.5% 28.3% 28.3% 22.5% 22.5% 26.7% 26.7% 22.5% 26.7% 26.7% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 1.0 1.0 1.0 2.0 2.0 1.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 7.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None C-Max C-Max Act Effct Green(s) 24.3 6.5 24.5 11.9 42.8 71.7 45.8 45.8 69.7 61.9 61.9 Actuated g/C Ratio 0.20 0.05 0.20 0.10 0.36 0.60 0.38 0.38 0.58 0.52 0.52 v/c Ratio 0.58 0.15 0.67 0.79 0.46 0.57 0.46 0.17 0.59 0.78 0.06 Control Delay(s/veh) 45.7 56.2 49.3 23.0 6.1 25.7 32.1 0.5 16.5 29.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 45.7 56.2 49.3 23.0 6.1 25.7 32.1 0.5 16.5 29.5 0.1 LOS D E D C A C C A B C A Approach Delay(s/veh) 46.8 29.2 26.6 26.2 Approach LOS D C C C Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.79 Intersection Signal Delay(s/veh):27.9 Intersection LOS:C Intersection Capacity Utilization 82.7% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 4:Ten Mile Road&Overland Road 01 02 03 04(R)�� --= iLm 0 05 _77� 06 07 � 08 Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 2)Mitigation Queues Overland C-Store TIS 4: Ten Mile Road & Overland Road 2025 Build PM(Alternative 2)Mitigation } --1' t # Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 120 14 451 316 310 116 584 119 328 1344 52 v/c Ratio 0.58 0.15 0.67 0.79 0.46 0.57 0.46 0.17 0.59 0.78 0.06 Control Delay(s/veh) 45.7 56.2 49.3 23.0 6.1 25.7 32.1 0.5 16.5 29.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 45.7 56.2 49.3 23.0 6.1 25.7 32.1 0.5 16.5 29.5 0.1 Queue Length 50th(ft) 78 11 162 24 20 28 169 0 96 394 0 Queue Length 95th(ft) 111 32 220 121 71 96 290 0 208 #750 0 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 100 95 235 160 235 160 Base Capacity(vph) 328 308 773 544 686 366 1278 701 566 1729 874 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.37 0.05 0.58 0.58 0.45 0.32 0.46 0.17 0.58 0.78 0.06 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 2)Mitigation HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 4: Ten Mile Road & Overland Road 2025 Build PM(Alternative 2)Mitigation } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* if ft if Vii tt r* Traffic Volume(vph) 108 13 0 406 27 536 108 543 111 295 1210 47 Future Volume(vph) 108 13 0 406 27 536 108 543 111 295 1210 47 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 7.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 0.97 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 1.00 1.00 0.86 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 1765 3317 1436 1411 1676 3353 1500 1660 3353 1500 Flt Permitted 0.26 1.00 0.95 1.00 1.00 0.09 1.00 1.00 0.34 1.00 1.00 Satd. Flow(perm) 455 1765 3317 1436 1411 156 3353 1500 593 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Adj. Flow(vph) 120 14 0 451 30 596 116 584 119 328 1344 52 RTOR Reduction(vph) 0 0 0 0 249 184 0 0 77 0 0 27 Lane Group Flow(vph) 120 14 0 451 67 126 116 584 42 328 1344 25 Heavy Vehicles(%) 2% 2% 2% 0% 2% 3% 2% 2% 2% 3% 2% 2% Turn Type D.P+P NA Perm Prot NA pm+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 6 2 4 8 8 4 Actuated Green, G(s) 26.9 3.4 24.5 15.5 39.5 67.1 42.1 42.1 66.1 58.3 58.3 Effective Green,g(s) 26.9 3.4 24.5 15.5 39.5 67.1 42.1 42.1 66.1 58.3 58.3 Actuated g/C Ratio 0.22 0.03 0.20 0.13 0.33 0.56 0.35 0.35 0.55 0.49 0.49 Clearance Time(s) 6.0 6.0 6.0 7.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 217 50 677 185 546 198 1176 526 540 1628 728 vls Ratio Prot 0.05 0.01 c0.14 0.05 0.05 0.04 0.17 c0.12 c0.40 v/s Ratio Perm c0.07 0.04 0.28 0.03 0.21 0.02 vlc Ratio 0.55 0.28 0.67 0.36 0.23 0.59 0.50 0.08 0.61 0.83 0.03 Uniform Delay,dl 39.5 57.1 44.0 47.7 29.2 19.2 30.6 26.0 15.7 26.5 16.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.7 1.1 1.9 0.4 0.1 2.8 1.5 0.3 1.3 4.9 0.1 Delay(s) 41.2 58.2 45.9 48.2 29.3 22.1 32.1 26.3 17.0 31.4 16.2 Level of Service D E D D C C C C B C B Approach Delay(slveh) 43.0 41.8 29.8 28.2 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay(s/veh) 33.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 27.0 Intersection Capacity Utilization 82.7% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 2)Mitigation HCM 7th Signalized Intersection Summary Overland C-Store TIS 4: Ten Mile Road & Overland Road 2025 Build PM(Alternative 2)Mitigation } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* if ft if tt r* Traffic Volume(veh/h) 108 13 0 406 27 536 108 543 111 295 1210 47 Future Volume(veh/h) 108 13 0 406 27 536 108 543 111 295 1210 47 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1800 1772 1758 1772 1772 1772 1758 1772 1772 Adj Flow Rate,veh/h 120 14 0 451 0 616 116 584 119 328 1344 52 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 0 2 3 2 2 2 3 2 2 Cap,veh/h 340 208 176 517 0 996 189 1241 553 466 1559 695 Arrive On Green 0.07 0.12 0.00 0.15 0.00 0.20 0.05 0.37 0.37 0.14 0.46 0.46 Sat Flow,veh/h 1688 1772 1502 3429 0 2979 1688 3367 1502 1674 3367 1502 Grp Volume(v),veh/h 120 14 0 451 0 616 116 584 119 328 1344 52 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1714 0 1490 1688 1683 1502 1674 1683 1502 Q Serve(g_s),s 6.7 0.8 0.0 15.4 0.0 20.8 4.3 15.9 6.5 14.4 42.8 2.3 Cycle Q Clear(g_c),s 6.7 0.8 0.0 15.4 0.0 20.8 4.3 15.9 6.5 14.4 42.8 2.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 340 208 176 517 0 996 189 1241 553 466 1559 695 V/C Ratio(X) 0.35 0.07 0.00 0.87 0.00 0.62 0.61 0.47 0.22 0.70 0.86 0.07 Avail Cap(c_a),veh/h 513 310 263 800 0 1083 396 1241 553 513 1559 695 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 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 34.6 47.1 0.0 49.8 0.0 33.5 25.8 29.0 26.0 20.0 28.8 17.9 Incr Delay(d2),s/veh 0.2 0.1 0.0 4.4 0.0 0.6 1.2 1.3 0.9 3.0 6.5 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(50%),veh/In 2.7 0.4 0.0 6.7 0.0 7.3 1.6 6.4 2.4 5.6 17.5 0.8 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 34.8 47.2 0.0 54.2 0.0 34.1 27.0 30.2 26.9 23.1 35.3 18.1 LnGrp LOS C D D C C C C C D B Approach Vol,veh/h 134 1067 819 1724 Approach Delay,s/veh 36.1 42.6 29.3 32.5 Approach LOS D D C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 14.7 30.5 12.3 62.6 24.1 21.1 23.6 51.2 Change Period(Y+Rc),s 6.0 7.0 6.0 7.0 6.0 *7 7.0 7.0 Max Green Setting(Gmax),s 21.0 27.0 21.0 25.0 28.0 *21 20.0 25.0 Max Q Clear Time(g_c+I1),s 8.7 22.8 6.3 44.8 17.4 2.8 16.4 17.9 Green Ext Time(p-c),s 0.1 0.7 0.1 0.0 0.7 0.0 0.2 1.6 Intersection Summary HCM 7th Control Delay,s/veh 34.8 HCM 7th LOS C Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 2)Mitigation Timings Overland C-Store TIS 7: Ten Mile Road & Overland Road 2025 Build AM(Alternative 3)Mitigation } --1. t # Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Vi + r* Vi tt r* V1 tt Traffic Volume(vph) 127 16 69 0 195 127 789 288 416 496 Future Volume(vph) 127 16 69 0 195 127 789 288 416 496 Turn Type D.P+P NA Prot NA pm+ov D.P+P NA Perm D.P+P NA Protected Phases 5 2 1 6 7 3 8 7 4 Permitted Phases 6 6 4 8 8 Detector Phase 5 2 1 6 7 3 8 8 7 4 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 12.0 25.0 25.0 25.0 12.0 12.0 25.0 25.0 12.0 25.0 Total Split(s) 27.0 27.0 27.0 27.0 31.0 27.0 35.0 35.0 31.0 39.0 Total Split(%) 22.5% 22.5% 22.5% 22.5% 25.8% 22.5% 29.2% 29.2% 25.8% 32.5% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None C-Max Act Effct Green(s) 18.4 11.4 14.3 5.0 54.5 73.6 31.1 31.1 73.6 65.5 Actuated g/C Ratio 0.15 0.10 0.12 0.04 0.45 0.61 0.26 0.26 0.61 0.55 v/c Ratio 0.61 0.11 0.20 0.21 0.14 0.26 0.98 0.57 0.71 0.33 Control Delay(s/veh) 51.4 51.3 49.8 0.9 0.4 9.3 71.5 17.9 30.8 16.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 51.4 51.3 49.8 0.9 0.4 9.3 71.5 17.9 30.8 16.7 LOS D D D A A A E B C B Approach Delay(s/veh) 51.4 13.5 52.1 23.1 Approach LOS D B D C Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.98 Intersection Signal Delay(s/veh):37.2 Intersection LOS: D Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 7:Ten Mile Road&Overland Road 01 �02 1 O3 � 04(R) 1 05 � 06 14 07 � 08 Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 3)Mitigation Queues Overland C-Store TIS 7: Ten Mile Road & Overland Road 2025 Build AM(Alternative 3)Mitigation } --1' t # Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow(vph) 141 18 77 109 108 135 839 306 462 551 v/c Ratio 0.61 0.11 0.20 0.21 0.14 0.26 0.98 0.57 0.71 0.33 Control Delay(s/veh) 51.4 51.3 49.8 0.9 0.4 9.3 71.5 17.9 30.8 16.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 51.4 51.3 49.8 0.9 0.4 9.3 71.5 17.9 30.8 16.7 Queue Length 50th(ft) 95 14 25 0 0 34 327 63 246 118 Queue Length 95th(ft) 149 36 54 0 0 67 #514 168 390 183 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 100 95 235 160 235 Base Capacity(vph) 313 294 576 643 767 649 853 540 655 1682 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.45 0.06 0.13 0.17 0.14 0.21 0.98 0.57 0.71 0.33 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 3)Mitigation HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 7: Ten Mile Road & Overland Road 2025 Build AM(Alternative 3)Mitigation } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* if ft if Vii tt r* Traffic Volume(vph) 127 16 0 69 0 195 127 789 288 416 496 0 Future Volume(vph) 127 16 0 69 0 195 127 789 288 416 496 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 0.97 0.95 0.95 1.00 0.95 1.00 1.00 0.95 Frt 1.00 1.00 1.00 0.85 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1676 1765 3190 1398 1398 1676 3288 1515 1660 3081 Flt Permitted 0.64 1.00 0.95 1.00 1.00 0.41 1.00 1.00 0.15 1.00 Satd. Flow(perm) 1134 1765 3190 1398 1398 732 3288 1515 260 3081 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow(vph) 141 18 0 77 0 217 135 839 306 462 551 0 RTOR Reduction(vph) 0 0 0 0 101 61 0 0 155 0 0 0 Lane Group Flow(vph) 141 18 0 77 8 47 135 839 151 462 551 0 Heavy Vehicles(%) 2% 2% 2% 4% 2% 4% 2% 4% 1% 3% 11% 2% Turn Type D.P+P NA Perm Prot NA pm+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 7 3 8 7 4 Permitted Phases 6 2 6 4 8 8 4 Actuated Green, G(s) 22.6 9.3 13.3 9.2 51.7 69.4 26.9 26.9 69.4 61.3 Effective Green,g(s) 22.6 9.3 13.3 9.2 51.7 69.4 26.9 26.9 69.4 61.3 Actuated g/C Ratio 0.19 0.08 0.11 0.08 0.43 0.58 0.22 0.22 0.58 0.51 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 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 274 136 353 107 683 487 737 339 646 1573 vls Ratio Prot c0.06 0.01 0.02 0.01 0.02 0.02 c0.26 c0.25 0.18 v/s Ratio Perm c0.04 0.01 0.14 0.10 0.16 vlc Ratio 0.51 0.13 0.22 0.08 0.07 0.28 1.14 0.44 0.72 0.35 Uniform Delay,dl 43.2 51.6 48.6 51.5 20.0 11.7 46.6 40.1 24.6 17.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.7 0.2 0.1 0.1 0.0 0.1 78.3 4.2 3.1 0.6 Delay(s) 43.8 51.8 48.7 51.6 20.0 11.8 124.8 44.3 27.8 18.1 Level of Service D D D D C B F D C B Approach Delay(slveh) 44.7 39.2 93.6 22.5 Approach LOS D D F C Intersection Summary HCM 2000 Control Delay(s/veh) 58.8 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 3)Mitigation HCM 7th Signalized Intersection Summary Overland C-Store TIS 7: Ten Mile Road & Overland Road 2025 Build AM(Alternative 3)Mitigation } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* if ft if tt r* Traffic Volume(veh/h) 127 16 0 69 0 195 127 789 288 416 496 0 Future Volume(veh/h) 127 16 0 69 0 195 127 789 288 416 496 0 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1744 1772 1744 1772 1744 1786 1758 1646 1772 Adj Flow Rate,veh/h 141 18 0 77 0 217 135 839 306 462 551 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 306 227 192 138 0 803 532 1334 610 483 1704 818 Arrive On Green 0.09 0.13 0.00 0.04 0.00 0.08 0.05 0.40 0.40 0.19 0.54 0.00 Sat Flow,veh/h 1688 1772 1502 3322 0 2956 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 141 18 0 77 0 217 135 839 306 462 551 0 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1661 0 1478 1688 1657 1514 1674 1563 1502 Q Serve(g_s),s 9.1 1.1 0.0 2.7 0.0 6.9 4.2 24.3 18.2 21.2 11.7 0.0 Cycle Q Clear(g_c),s 9.1 1.1 0.0 2.7 0.0 6.9 4.2 24.3 18.2 21.2 11.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 306 227 192 138 0 803 532 1334 610 483 1704 818 V/C Ratio(X) 0.46 0.08 0.00 0.56 0.00 0.27 0.25 0.63 0.50 0.96 0.32 0.00 Avail Cap(c_a),veh/h 431 295 250 554 0 1067 725 1334 610 492 1704 818 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 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay(d),s/veh 45.2 46.1 0.0 56.4 0.0 34.4 11.3 28.7 26.8 24.9 15.1 0.0 Incr Delay(d2),s/veh 0.4 0.1 0.0 1.3 0.0 0.1 0.1 2.3 2.9 29.2 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.7 0.5 0.0 1.1 0.0 2.4 1.5 9.6 6.8 11.5 4.0 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 45.6 46.2 0.0 57.7 0.0 34.4 11.4 30.9 29.8 54.0 15.6 0.0 LnGrp LOS D D E C B C C D B Approach Vol,veh/h 159 294 1280 1013 Approach Delay,s/veh 45.6 40.5 28.6 33.1 Approach LOS D D C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 12.0 22.3 13.3 72.4 18.1 16.3 30.3 55.3 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 20.0 20.0 20.0 32.0 20.0 20.0 24.0 28.0 Max Q Clear Time(g_c+I1),s 4.7 3.1 6.2 13.7 11.1 8.9 23.2 26.3 Green Ext Time(p-c),s 0.1 0.0 0.1 2.1 0.1 0.3 0.1 0.8 Intersection Summary HCM 7th Control Delay,s/veh 32.5 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 3)Mitigation Timings Overland C-Store TIS 7: Ten Mile Road & Overland Road 2025 Build PM(Alternative 3)Mitigation } --1. t # Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Vi + r* Vi tt r* V1 tt Traffic Volume(vph) 108 13 432 0 536 108 543 111 295 1257 Future Volume(vph) 108 13 432 0 536 108 543 111 295 1257 Turn Type D.P+P NA Prot NA pm+ov D.P+P NA Perm D.P+P NA Protected Phases 5 2 1 6 7 3 8 7 4 Permitted Phases 6 6 4 8 8 Detector Phase 5 2 1 6 7 3 8 8 7 4 Switch Phase Minimum Initial(s) 5.0 8.0 8.0 5.0 5.0 5.0 10.0 10.0 5.0 10.0 Minimum Split(s) 12.0 24.0 24.0 23.0 12.0 12.0 24.0 24.0 12.0 24.0 Total Split(s) 27.0 27.0 36.0 36.0 27.0 27.0 30.0 30.0 27.0 30.0 Total Split(%) 22.5% 22.5% 30.0% 30.0% 22.5% 22.5% 25.0% 25.0% 22.5% 25.0% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None C-Max Act Effct Green(s) 22.3 8.0 23.3 10.9 44.1 69.7 43.5 43.5 69.7 60.8 Actuated g/C Ratio 0.19 0.07 0.19 0.09 0.37 0.58 0.36 0.36 0.58 0.51 v/c Ratio 0.60 0.12 0.75 0.49 0.43 0.62 0.48 0.17 0.58 0.82 Control Delay(s/veh) 47.4 55.2 53.1 2.8 5.2 34.4 34.3 0.5 16.7 32.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 47.4 55.2 53.1 2.8 5.2 34.4 34.3 0.5 16.7 32.5 LOS D E D A A C C A B C Approach Delay(s/veh) 48.2 25.9 29.4 29.5 Approach LOS D C C C Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 105 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.82 Intersection Signal Delay(s/veh):29.1 Intersection LOS:C Intersection Capacity Utilization 86.0% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 7:Ten Mile Road&Overland Road 01 �� P�2 � 03 � 04(R) 1 05 � 06 " 07 � 08 Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 3)Mitigation Queues Overland C-Store TIS 7: Ten Mile Road & Overland Road 2025 Build PM(Alternative 3)Mitigation } --1' t # Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow(vph) 120 14 480 298 298 116 584 119 328 1397 v/c Ratio 0.60 0.12 0.75 0.49 0.43 0.62 0.48 0.17 0.58 0.82 Control Delay(s/veh) 47.4 55.2 53.1 2.8 5.2 34.4 34.3 0.5 16.7 32.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 47.4 55.2 53.1 2.8 5.2 34.4 34.3 0.5 16.7 32.5 Queue Length 50th(ft) 81 10 180 0 14 29 170 0 91 416 Queue Length 95th(ft) 111 32 231 0 61 109 #302 0 210 #814 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 100 95 235 160 235 Base Capacity(vph) 314 294 801 744 690 338 1216 688 569 1697 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.38 0.05 0.60 0.40 0.43 0.34 0.48 0.17 0.58 0.82 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 3)Mitigation HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 7: Ten Mile Road & Overland Road 2025 Build PM(Alternative 3)Mitigation } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* if ft if Vii tt r* Traffic Volume(vph) 108 13 0 432 0 536 108 543 111 295 1257 0 Future Volume(vph) 108 13 0 432 0 536 108 543 111 295 1257 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 0.97 0.95 0.95 1.00 0.95 1.00 1.00 0.95 Frt 1.00 1.00 1.00 0.85 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1676 1765 3317 1411 1411 1676 3353 1500 1660 3353 Flt Permitted 0.26 1.00 0.95 1.00 1.00 0.07 1.00 1.00 0.33 1.00 Satd. Flow(perm) 467 1765 3317 1411 1411 125 3353 1500 570 3353 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Adj. Flow(vph) 120 14 0 480 0 596 116 584 119 328 1397 0 RTOR Reduction(vph) 0 0 0 0 261 178 0 0 80 0 0 0 Lane Group Flow(vph) 120 14 0 480 37 120 116 584 39 328 1397 0 Heavy Vehicles(%) 2% 2% 2% 0% 2% 3% 2% 2% 2% 3% 2% 2% Turn Type D.P+P NA Perm Prot NA pm+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 7 3 8 7 4 Permitted Phases 6 2 6 4 8 8 4 Actuated Green, G(s) 26.5 3.2 23.3 15.1 41.3 65.5 39.3 39.3 65.5 56.5 Effective Green,g(s) 26.5 3.2 23.3 15.1 41.3 65.5 39.3 39.3 65.5 56.5 Actuated g/C Ratio 0.22 0.03 0.19 0.13 0.34 0.55 0.33 0.33 0.55 0.47 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 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 217 47 644 177 567 184 1098 491 549 1578 vls Ratio Prot 0.05 0.01 c0.14 0.03 0.05 0.05 0.17 c0.13 c0.42 v/s Ratio Perm c0.07 0.04 0.30 0.03 0.20 vlc Ratio 0.55 0.30 0.75 0.21 0.21 0.63 0.53 0.08 0.60 0.89 Uniform Delay,dl 39.8 57.3 45.6 47.1 27.8 21.7 32.9 27.9 16.1 28.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.7 1.3 4.1 0.2 0.1 5.1 1.8 0.3 1.2 7.7 Delay(s) 41.5 58.6 49.7 47.3 27.9 26.7 34.7 28.2 17.3 36.5 Level of Service D E D D C C C C B D Approach Delay(slveh) 43.3 43.0 32.6 32.8 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay(s/veh) 36.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.85 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 86.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 3)Mitigation HCM 7th Signalized Intersection Summary Overland C-Store TIS 7: Ten Mile Road & Overland Road 2025 Build PM(Alternative 3)Mitigation } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* if ft if tt r* Traffic Volume(veh/h) 108 13 0 432 0 536 108 543 111 295 1257 0 Future Volume(veh/h) 108 13 0 432 0 536 108 543 111 295 1257 0 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1800 1772 1758 1772 1772 1772 1758 1772 1772 Adj Flow Rate,veh/h 120 14 0 480 0 596 116 584 119 328 1397 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 0 2 3 2 2 2 3 2 2 Cap,veh/h 340 185 157 547 0 986 172 1223 545 463 1513 675 Arrive On Green 0.07 0.10 0.00 0.16 0.00 0.19 0.05 0.36 0.36 0.14 0.45 0.00 Sat Flow,veh/h 1688 1772 1502 3429 0 2979 1688 3367 1502 1674 3367 1502 Grp Volume(v),veh/h 120 14 0 480 0 596 116 584 119 328 1397 0 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1714 0 1490 1688 1683 1502 1674 1683 1502 Q Serve(g_s),s 6.8 0.9 0.0 16.4 0.0 20.1 4.4 16.0 6.6 14.5 46.9 0.0 Cycle Q Clear(g_c),s 6.8 0.9 0.0 16.4 0.0 20.1 4.4 16.0 6.6 14.5 46.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 340 185 157 547 0 986 172 1223 545 463 1513 675 V/C Ratio(X) 0.35 0.08 0.00 0.88 0.00 0.60 0.67 0.48 0.22 0.71 0.92 0.00 Avail Cap(c_a),veh/h 499 295 250 829 0 1135 364 1223 545 509 1513 675 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 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay(d),s/veh 35.0 48.5 0.0 49.3 0.0 33.6 27.4 29.4 26.4 20.4 31.1 0.0 Incr Delay(d2),s/veh 0.2 0.1 0.0 4.9 0.0 0.4 1.7 1.3 0.9 3.2 10.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.7 0.4 0.0 7.2 0.0 7.0 1.7 6.5 2.4 5.7 20.0 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 35.2 48.6 0.0 54.2 0.0 33.9 29.1 30.8 27.3 23.6 41.9 0.0 LnGrp LOS D D D C C C C C D Approach Vol,veh/h 134 1076 819 1725 Approach Delay,s/veh 36.6 43.0 30.0 38.5 Approach LOS D D C D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 26.1 19.6 13.4 60.9 15.7 30.0 23.7 50.6 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 29.0 20.0 20.0 23.0 20.0 29.0 20.0 23.0 Max Q Clear Time(g_c+I1),s 18.4 2.9 6.4 48.9 8.8 22.1 16.5 18.0 Green Ext Time(p-c),s 0.7 0.0 0.1 0.0 0.1 0.9 0.2 1.3 Intersection Summary HCM 7th Control Delay,s/veh 37.8 HCM 7th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 3)Mitigation Timings Overland C-Store TIS 10: Ten Mile Road & Overland Road 2025 Build AM(Alternative 4)Mitigation } --1. t 140. Lane Group EBL EBT WBL WBT WBR NBT NBR SBL SBT 03 Lane Configurations Vi + r* tt r* tt Traffic Volume(vph) 127 16 69 0 193 788 288 416 496 Future Volume(vph) 127 16 69 0 193 788 288 416 496 Turn Type D.P+P NA Prot NA pm+ov NA Perm D.P+P NA Protected Phases 5 2 1 6 7 8 7 4 3 Permitted Phases 6 6 8 8 Detector Phase 5 2 1 6 7 8 8 7 4 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 12.0 25.0 25.0 25.0 12.0 25.0 25.0 12.0 25.0 12.0 Total Split(s) 27.0 27.0 27.0 27.0 31.0 35.0 35.0 31.0 39.0 27.0 Total Split(%) 22.5% 22.5% 22.5% 22.5% 25.8% 29.2% 29.2% 25.8% 32.5% 23% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None C-Max None Act Effct Green(s) 18.4 11.4 14.3 5.0 54.5 31.1 31.1 73.6 80.6 Actuated g/C Ratio 0.15 0.10 0.12 0.04 0.45 0.26 0.26 0.61 0.67 v/c Ratio 0.60 0.11 0.20 0.20 0.14 0.98 0.57 0.71 0.27 Control Delay(s/veh) 51.3 51.3 49.8 0.9 0.4 71.2 17.7 30.8 8.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 51.3 51.3 49.8 0.9 0.4 71.2 17.7 30.8 8.7 LOS D D D A A E B C A Approach Delay(s/veh) 51.3 13.6 56.9 18.8 Approach LOS D B E B Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.98 Intersection Signal Delay(s/veh):36.9 Intersection LOS: D Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 10:Ten Mile Road&Overland Road 01 �02 �03 � 04(R) 1 05 � 06 � 07 � 08 Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 4)Mitigation Queues Overland C-Store TIS 10: Ten Mile Road & Overland Road 2025 Build AM(Alternative 4)Mitigation } --1' t 140. Lane Group EBL EBT WBL WBT WBR NBT NBR SBL SBT Lane Group Flow(vph) 141 18 77 107 107 838 306 462 551 v/c Ratio 0.60 0.11 0.20 0.20 0.14 0.98 0.57 0.71 0.27 Control Delay(s/veh) 51.3 51.3 49.8 0.9 0.4 71.2 17.7 30.8 8.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 51.3 51.3 49.8 0.9 0.4 71.2 17.7 30.8 8.7 Queue Length 50th(ft) 95 14 25 0 0 327 62 246 81 Queue Length 95th(ft) 149 36 54 0 0 #513 168 390 125 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 100 95 160 235 Base Capacity(vph) 314 294 576 643 768 853 541 655 2070 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.45 0.06 0.13 0.17 0.14 0.98 0.57 0.71 0.27 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 4)Mitigation HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 10: Ten Mile Road & Overland Road 2025 Build AM(Alternative 4)Mitigation } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* if ft if Vii tt r* Traffic Volume(vph) 127 16 0 69 0 193 0 788 288 416 496 0 Future Volume(vph) 127 16 0 69 0 193 0 788 288 416 496 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 0.97 0.95 0.95 0.95 1.00 1.00 0.95 Frt 1.00 1.00 1.00 0.85 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1676 1765 3190 1398 1398 3288 1515 1660 3081 Flt Permitted 0.65 1.00 0.95 1.00 1.00 1.00 1.00 0.15 1.00 Satd. Flow(perm) 1156 1765 3190 1398 1398 3288 1515 260 3081 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow(vph) 141 18 0 77 0 214 0 838 306 462 551 0 RTOR Reduction(vph) 0 0 0 0 99 61 0 0 156 0 0 0 Lane Group Flow(vph) 141 18 0 77 8 46 0 838 150 462 551 0 Heavy Vehicles(%) 2% 2% 2% 4% 2% 4% 2% 4% 1% 3% 11% 2% Turn Type D.P+P NA Perm Prot NA pm+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 7 3 8 7 4 Permitted Phases 6 2 6 4 8 8 4 Actuated Green, G(s) 22.6 9.3 13.3 9.2 51.7 26.9 26.9 69.4 76.4 Effective Green,g(s) 22.6 9.3 13.3 9.2 51.7 26.9 26.9 69.4 76.4 Actuated g/C Ratio 0.19 0.08 0.11 0.08 0.43 0.22 0.22 0.58 0.64 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 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 275 136 353 107 683 737 339 646 1961 vls Ratio Prot c0.06 0.01 0.02 0.01 0.02 c0.25 c0.25 0.18 v/s Ratio Perm c0.04 0.01 0.10 0.16 vlc Ratio 0.51 0.13 0.22 0.08 0.07 1.14 0.44 0.72 0.28 Uniform Delay,d1 43.2 51.6 48.6 51.5 20.0 46.6 40.1 24.6 9.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.7 0.2 0.1 0.1 0.0 77.7 4.1 3.1 0.4 Delay(s) 43.8 51.8 48.7 51.6 20.0 124.3 44.2 27.8 10.0 Level of Service D D D D C F D C B Approach Delay(slveh) 44.7 39.2 102.9 18.1 Approach LOS D D F B Intersection Summary HCM 2000 Control Delay(s/veh) 59.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 4)Mitigation HCM 7th Signalized Intersection Summary Overland C-Store TIS 10: Ten Mile Road & Overland Road 2025 Build AM(Alternative 4)Mitigation } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* if ft if tt r* Traffic Volume(veh/h) 127 16 0 69 0 193 0 788 288 416 496 0 Future Volume(veh/h) 127 16 0 69 0 193 0 788 288 416 496 0 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1744 1772 1744 1772 1744 1786 1758 1646 1772 Adj Flow Rate,veh/h 141 18 0 77 0 214 0 838 306 462 551 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 305 225 191 138 0 798 561 1339 612 483 2052 985 Arrive On Green 0.09 0.13 0.00 0.04 0.00 0.08 0.00 0.40 0.40 0.19 0.66 0.00 Sat Flow,veh/h 1688 1772 1502 3322 0 2956 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 141 18 0 77 0 214 0 838 306 462 551 0 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1661 0 1478 1688 1657 1514 1674 1563 1502 Q Serve(g_s),s 9.1 1.1 0.0 2.7 0.0 6.8 0.0 24.2 18.1 21.2 8.8 0.0 Cycle Q Clear(g_c),s 9.1 1.1 0.0 2.7 0.0 6.8 0.0 24.2 18.1 21.2 8.8 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 305 225 191 138 0 798 561 1339 612 483 2052 985 V/C Ratio(X) 0.46 0.08 0.00 0.56 0.00 0.27 0.00 0.63 0.50 0.96 0.27 0.00 Avail Cap(c_a),veh/h 430 295 250 554 0 1065 840 1339 612 494 2052 985 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 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay(d),s/veh 45.2 46.2 0.0 56.4 0.0 34.5 0.0 28.5 26.7 24.7 8.6 0.0 Incr Delay(d2),s/veh 0.4 0.1 0.0 1.3 0.0 0.1 0.0 2.2 2.9 29.1 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.7 0.5 0.0 1.1 0.0 2.4 0.0 9.6 6.7 11.5 2.7 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 45.6 46.2 0.0 57.7 0.0 34.5 0.0 30.7 29.6 53.8 8.9 0.0 LnGrp LOS D D E C C C D A Approach Vol,veh/h 159 291 1144 1013 Approach Delay,s/veh 45.7 40.7 30.4 29.4 Approach LOS D D C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 12.0 22.3 0.0 85.7 18.1 16.2 30.3 55.5 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 20.0 20.0 20.0 32.0 20.0 20.0 24.0 28.0 Max Q Clear Time(g_c+I1),s 4.7 3.1 0.0 10.8 11.1 8.8 23.2 26.2 Green Ext Time(p-c),s 0.1 0.0 0.0 2.1 0.1 0.3 0.1 0.9 Intersection Summary HCM 7th Control Delay,s/veh 32.1 HCM 7th LOS C Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. Overland C-Store TIS Synchro 12 Report NV5 2025 Build AM(Alternative 4)Mitigation Timings Overland C-Store TIS 10: Ten Mile Road & Overland Road 2025 Build PM(Alternative 4)Mitigation } --1. t 140. Lane Group EBL EBT WBL WBT WBR NBT NBR SBL SBT 03 Lane Configurations Vi + r* tt r* tt Traffic Volume(vph) 108 13 430 0 532 542 111 295 1257 Future Volume(vph) 108 13 430 0 532 542 111 295 1257 Turn Type D.P+P NA Prot NA pm+ov NA Perm D.P+P NA Protected Phases 5 2 1 6 7 8 7 4 3 Permitted Phases 6 6 8 8 Detector Phase 5 2 1 6 7 8 8 7 4 Switch Phase Minimum Initial(s) 5.0 8.0 8.0 5.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split(s) 12.0 24.0 24.0 23.0 12.0 24.0 24.0 12.0 24.0 12.0 Total Split(s) 27.0 27.0 36.0 36.0 27.0 30.0 30.0 27.0 30.0 27.0 Total Split(%) 22.5% 22.5% 30.0% 30.0% 22.5% 25.0% 25.0% 22.5% 25.0% 23% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None C-Max None Act Effct Green(s) 22.2 8.0 23.2 10.9 44.1 43.6 43.6 69.8 76.8 Actuated g/C Ratio 0.19 0.07 0.19 0.09 0.37 0.36 0.36 0.58 0.64 v/c Ratio 0.60 0.12 0.74 0.48 0.43 0.48 0.17 0.58 0.65 Control Delay(s/veh) 47.4 55.2 53.1 2.7 5.1 34.3 0.5 16.6 17.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 47.4 55.2 53.1 2.7 5.1 34.3 0.5 16.6 17.1 LOS D E D A A C A B B Approach Delay(s/veh) 48.2 25.9 28.6 17.0 Approach LOS D C C B Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 105 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.74 Intersection Signal Delay(s/veh):23.0 Intersection LOS:C Intersection Capacity Utilization 83.8% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 10:Ten Mile Road&Overland Road 01 � �2 � 03 � 04(R) 1 05 � 06 " 07 � 08 Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 4)Mitigation Queues Overland C-Store TIS 10: Ten Mile Road & Overland Road 2025 Build PM(Alternative 4)Mitigation } --1' t 140. Lane Group EBL EBT WBL WBT WBR NBT NBR SBL SBT Lane Group Flow(vph) 120 14 478 296 295 583 119 328 1397 v/c Ratio 0.60 0.12 0.74 0.48 0.43 0.48 0.17 0.58 0.65 Control Delay(s/veh) 47.4 55.2 53.1 2.7 5.1 34.3 0.5 16.6 17.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 47.4 55.2 53.1 2.7 5.1 34.3 0.5 16.6 17.1 Queue Length 50th(ft) 81 10 179 0 12 169 0 91 281 Queue Length 95th(ft) 112 32 231 0 60 #300 0 209 533 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 100 95 160 235 Base Capacity(vph) 314 294 801 744 690 1217 689 569 2144 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.38 0.05 0.60 0.40 0.43 0.48 0.17 0.58 0.65 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 4)Mitigation HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 10: Ten Mile Road & Overland Road 2025 Build PM(Alternative 4)Mitigation } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* if ft if Vii tt r* Traffic Volume(vph) 108 13 0 430 0 532 0 542 111 295 1257 0 Future Volume(vph) 108 13 0 430 0 532 0 542 111 295 1257 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 0.97 0.95 0.95 0.95 1.00 1.00 0.95 Frt 1.00 1.00 1.00 0.85 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1676 1765 3317 1411 1411 3353 1500 1660 3353 Flt Permitted 0.27 1.00 0.95 1.00 1.00 1.00 1.00 0.33 1.00 Satd. Flow(perm) 471 1765 3317 1411 1411 3353 1500 572 3353 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Adj. Flow(vph) 120 14 0 478 0 591 0 583 119 328 1397 0 RTOR Reduction(vph) 0 0 0 0 259 179 0 0 80 0 0 0 Lane Group Flow(vph) 120 14 0 478 37 116 0 583 39 328 1397 0 Heavy Vehicles(%) 2% 2% 2% 0% 2% 3% 2% 2% 2% 3% 2% 2% Turn Type D.P+P NA Perm Prot NA pm+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 7 3 8 7 4 Permitted Phases 6 2 6 4 8 8 4 Actuated Green, G(s) 26.4 3.2 23.2 15.0 41.2 39.4 39.4 65.6 72.6 Effective Green,g(s) 26.4 3.2 23.2 15.0 41.2 39.4 39.4 65.6 72.6 Actuated g/C Ratio 0.22 0.03 0.19 0.13 0.34 0.33 0.33 0.55 0.61 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 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 218 47 641 176 566 1100 492 550 2028 vls Ratio Prot 0.05 0.01 c0.14 0.03 0.04 0.17 0.13 c0.42 v/s Ratio Perm c0.07 0.04 0.03 0.20 vlc Ratio 0.55 0.30 0.75 0.21 0.21 0.53 0.08 0.60 0.69 Uniform Delay,d1 39.9 57.3 45.6 47.2 27.8 32.8 27.8 16.0 16.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.7 1.3 4.1 0.2 0.1 1.8 0.3 1.2 1.9 Delay(s) 41.6 58.6 49.8 47.4 27.9 34.6 28.1 17.2 18.0 Level of Service D E D D C C C B B Approach Delay(slveh) 43.3 43.1 33.5 17.8 Approach LOS D D C B Intersection Summary HCM 2000 Control Delay(s/veh) 29.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 83.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 4)Mitigation HCM 7th Signalized Intersection Summary Overland C-Store TIS 10: Ten Mile Road & Overland Road 2025 Build PM(Alternative 4)Mitigation } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* if ft if tt r* Traffic Volume(veh/h) 108 13 0 430 0 532 0 542 111 295 1257 0 Future Volume(veh/h) 108 13 0 430 0 532 0 542 111 295 1257 0 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1800 1772 1758 1772 1772 1772 1758 1772 1772 Adj Flow Rate,veh/h 120 14 0 478 0 591 0 583 119 328 1397 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 0 2 3 2 2 2 3 2 2 Cap,veh/h 340 184 156 545 0 981 159 1228 548 464 1893 844 Arrive On Green 0.07 0.10 0.00 0.16 0.00 0.19 0.00 0.36 0.36 0.14 0.56 0.00 Sat Flow,veh/h 1688 1772 1502 3429 0 2979 1688 3367 1502 1674 3367 1502 Grp Volume(v),veh/h 120 14 0 478 0 591 0 583 119 328 1397 0 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1714 0 1490 1688 1683 1502 1674 1683 1502 Q Serve(g_s),s 6.8 0.9 0.0 16.4 0.0 19.9 0.0 16.0 6.6 14.5 37.3 0.0 Cycle Q Clear(g_c),s 6.8 0.9 0.0 16.4 0.0 19.9 0.0 16.0 6.6 14.5 37.3 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 340 184 156 545 0 981 159 1228 548 464 1893 844 V/C Ratio(X) 0.35 0.08 0.00 0.88 0.00 0.60 0.00 0.47 0.22 0.71 0.74 0.00 Avail Cap(c_a),veh/h 498 295 250 829 0 1134 438 1228 548 510 1893 844 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 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay(d),s/veh 35.1 48.6 0.0 49.3 0.0 33.7 0.0 29.3 26.3 20.3 19.7 0.0 Incr Delay(d2),s/veh 0.2 0.1 0.0 4.8 0.0 0.3 0.0 1.3 0.9 3.1 2.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.7 0.4 0.0 7.2 0.0 7.0 0.0 6.4 2.4 5.7 13.9 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 35.3 48.6 0.0 54.2 0.0 34.0 0.0 30.6 27.2 23.4 22.3 0.0 LnGrp LOS D D D C C C C C Approach Vol,veh/h 134 1069 702 1725 Approach Delay,s/veh 36.7 43.0 30.0 22.5 Approach LOS D D C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 26.1 19.5 0.0 74.5 15.7 29.8 23.7 50.8 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 29.0 20.0 20.0 23.0 20.0 29.0 20.0 23.0 Max Q Clear Time(g_c+I1),s 18.4 2.9 0.0 39.3 8.8 21.9 16.5 18.0 Green Ext Time(p-c),s 0.7 0.0 0.0 0.0 0.1 0.9 0.2 1.3 Intersection Summary HCM 7th Control Delay,s/veh 30.5 HCM 7th LOS C Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. Overland C-Store TIS Synchro 12 Report NV5 2025 Build PM(Alternative 4)Mitigation Synchro Output - Mitigation Conditions Analysis without Double Rights Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 Timings Overland C-Store TIS 1: Ten Mile Road & Overland Road Alternative 1 Mitigation PM Check } --1. 4--- t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* + if ft if tt r* Traffic Volume(vph) 108 13 148 399 33 536 108 543 111 295 1129 128 Future Volume(vph) 108 13 148 399 33 536 108 543 111 295 1129 128 Turn Type D.P+P NA Perm Prot NA pt+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 67 3 8 7 4 Permitted Phases 6 2 4 8 8 4 Detector Phase 5 2 2 1 6 67 3 8 8 7 4 4 Switch Phase Minimum Initial(s) 5.0 8.0 8.0 8.0 5.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split(s) 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 Total Split(s) 27.0 36.0 36.0 27.0 36.0 27.0 30.0 30.0 27.0 30.0 30.0 Total Split(%) 22.5% 30.0% 30.0% 22.5% 30.0% 22.5% 25.0% 25.0% 22.5% 25.0% 25.0% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 1.0 2.0 2.0 2.0 1.0 1.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 7.0 7.0 7.0 6.0 6.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None C-Max C-Max Act Effct Green(s) 35.6 14.9 14.9 18.8 25.2 56.2 60.4 34.4 34.4 58.4 50.4 50.4 Actuated g/C Ratio 0.30 0.12 0.12 0.16 0.21 0.47 0.50 0.29 0.29 0.49 0.42 0.42 v/c Ratio 0.29 0.06 0.50 0.86 0.10 0.68 0.63 0.61 0.22 0.68 0.89 0.20 Control Delay(s/veh) 27.4 41.6 11.4 65.8 35.5 13.0 36.6 42.4 3.1 27.4 42.8 4.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 27.4 41.6 11.4 65.8 35.5 13.0 36.6 42.4 3.1 27.4 42.8 4.0 LOS C D B E D B D D A C D A Approach Delay(s/veh) 19.3 35.5 35.9 36.7 Approach LOS B D D D Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 130 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.89 Intersection Signal Delay(s/veh):34.9 Intersection LOS:C Intersection Capacity Utilization 73.8% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Road&Overland Road 01 1 _r* 02 4-) 03 04(R) 1 05 � 06 " 07 � 08 Overland C-Store TIS Synchro 12 Report NV5 Alternative 1 Mitigation PM Check Queues Overland C-Store TIS 1: Ten Mile Road & Overland Road Alternative 1 Mitigation PM Check } --1' 4--- t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 120 14 164 443 37 596 116 584 119 328 1254 142 v/c Ratio 0.29 0.06 0.50 0.86 0.10 0.68 0.63 0.61 0.22 0.68 0.89 0.20 Control Delay(s/veh) 27.4 41.6 11.4 65.8 35.5 13.0 36.6 42.4 3.1 27.4 42.8 4.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 27.4 41.6 11.4 65.8 35.5 13.0 36.6 42.4 3.1 27.4 42.8 4.0 Queue Length 50th(ft) 67 10 0 172 24 144 40 207 0 133 447 0 Queue Length 95th(ft) 89 26 55 #243 46 234 116 #340 20 #321 #837 36 Internal Link Dist(ft) 254 1129 1167 1010 Turn Bay Length(ft) 100 100 100 95 235 160 235 160 Base Capacity(vph) 515 426 486 552 464 871 346 961 547 480 1408 725 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.23 0.03 0.34 0.80 0.08 0.68 0.34 0.61 0.22 0.68 0.89 0.20 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 Alternative 1 Mitigation PM Check HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 1: Ten Mile Road & Overland Road Alternative 1 Mitigation PM Check } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* + if ft if Vii tt r* Traffic Volume(vph) 108 13 148 399 33 536 108 543 111 295 1129 128 Future Volume(vph) 108 13 148 399 33 536 108 543 111 295 1129 128 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 7.0 7.0 7.0 6.0 6.0 6.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 1765 1500 3317 1765 1485 1676 3353 1500 1660 3353 1500 Flt Permitted 0.73 1.00 1.00 0.95 1.00 1.00 0.08 1.00 1.00 0.30 1.00 1.00 Satd. Flow(perm) 1293 1765 1500 3317 1765 1485 140 3353 1500 520 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Adj. Flow(vph) 120 14 164 443 37 596 116 584 119 328 1254 142 RTOR Reduction(vph) 0 0 144 0 0 185 0 0 85 0 0 82 Lane Group Flow(vph) 120 14 20 443 37 411 116 584 34 328 1254 60 Heavy Vehicles(%) 2% 2% 2% 0% 2% 3% 2% 2% 2% 3% 2% 2% Turn Type D.P+P NA Perm Prot NA pt+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 5 2 1 6 67 3 8 7 4 Permitted Phases 6 2 4 8 8 4 Actuated Green, G(s) 35.7 14.9 14.9 18.8 25.3 55.3 59.3 34.3 34.3 58.3 50.3 50.3 Effective Green,g(s) 35.7 14.9 14.9 18.8 25.3 55.3 59.3 34.3 34.3 58.3 50.3 50.3 Actuated g/C Ratio 0.30 0.12 0.12 0.16 0.21 0.46 0.49 0.29 0.29 0.49 0.42 0.42 Clearance Time(s) 6.0 7.0 7.0 7.0 6.0 6.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 417 219 186 519 372 684 184 958 428 480 1405 628 vls Ratio Prot 0.02 0.01 c0.13 0.02 c0.28 0.05 0.17 0.14 c0.37 v/s Ratio Perm 0.06 0.01 0.26 0.02 0.19 0.04 vlc Ratio 0.29 0.06 0.11 0.85 0.10 0.60 0.63 0.61 0.08 0.68 0.89 0.09 Uniform Delay,d1 31.9 46.4 46.7 49.3 38.2 24.1 22.9 37.1 31.3 20.6 32.3 21.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 0.0 0.1 12.4 0.0 1.0 5.1 2.9 0.4 3.2 9.0 0.3 Delay(s) 32.0 46.4 46.8 61.7 38.2 25.1 28.0 39.9 31.7 23.8 41.3 21.4 Level of Service C D D E D C C D C C D C Approach Delay(slveh) 40.8 40.6 37.1 36.3 Approach LOS D D D D Intersection Summary HCM 2000 Control Delay(s/veh) 38.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.90 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 73.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 Alternative 1 Mitigation PM Check HCM 7th Signalized Intersection Summary Overland C-Store TIS 1: Ten Mile Road & Overland Road Alternative 1 Mitigation PM Check } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* + if ft if tt r* Traffic Volume(veh/h) 108 13 148 399 33 536 108 543 111 295 1129 128 Future Volume(veh/h) 108 13 148 399 33 536 108 543 111 295 1129 128 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1800 1772 1758 1772 1772 1772 1758 1772 1772 Adj Flow Rate,veh/h 120 14 164 443 37 596 116 584 119 328 1254 142 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 0 2 3 2 2 2 3 2 2 Cap,veh/h 361 285 241 497 443 596 177 1032 460 430 1377 614 Arrive On Green 0.07 0.16 0.16 0.15 0.25 0.25 0.06 0.31 0.31 0.15 0.41 0.41 Sat Flow,veh/h 1688 1772 1502 3326 1772 1490 1688 3367 1502 1674 3367 1502 Grp Volume(v),veh/h 120 14 164 443 37 596 116 584 119 328 1254 142 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1663 1772 1490 1688 1683 1502 1674 1683 1502 Q Serve(g_s),s 6.3 0.8 12.3 15.7 1.9 30.0 4.7 17.5 7.2 15.9 42.1 7.4 Cycle Q Clear(g_c),s 6.3 0.8 12.3 15.7 1.9 30.0 4.7 17.5 7.2 15.9 42.1 7.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 361 285 241 497 443 596 177 1032 460 430 1377 614 V/C Ratio(X) 0.33 0.05 0.68 0.89 0.08 1.00 0.66 0.57 0.26 0.76 0.91 0.23 Avail Cap(c_a),veh/h 541 428 363 554 443 596 378 1032 460 458 1377 614 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 30.0 42.6 47.5 50.1 34.5 36.0 27.8 34.9 31.3 24.3 33.4 23.1 Incr Delay(d2),s/veh 0.2 0.0 1.3 14.5 0.0 36.8 1.5 2.2 1.4 6.1 10.5 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.5 0.3 4.6 7.3 0.8 22.4 1.8 7.2 2.7 6.6 18.1 2.7 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 30.2 42.6 48.7 64.5 34.5 72.8 29.4 37.2 32.7 30.4 43.9 24.0 LnGrp LOS C D D E C E C D C C D C Approach Vol,veh/h 298 1076 819 1724 Approach Delay,s/veh 41.0 68.1 35.4 39.7 Approach LOS D E D D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 24.9 26.3 12.7 56.1 14.2 37.0 25.0 43.8 Change Period(Y+Rc),s 7.0 7.0 6.0 7.0 6.0 *7 7.0 7.0 Max Green Setting(Gmax),s 20.0 29.0 21.0 23.0 21.0 *30 20.0 23.0 Max Q Clear Time(g_c+I1),s 17.7 14.3 6.7 44.1 8.3 32.0 17.9 19.5 Green Ext Time(p-c),s 0.2 0.2 0.1 0.0 0.1 0.0 0.1 1.0 Intersection Summary HCM 7th Control Delay,s/veh 46.7 HCM 7th LOS D Notes User approved pedestrian interval to be less than phase max green. *HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. Overland C-Store TIS Synchro 12 Report NV5 Alternative 1 Mitigation PM Check Timings Overland C-Store TIS 4: Ten Mile Road & Overland Road Alternative I2 Mitigation PM Check } --1. t # Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + + r* tt r* tt if Traffic Volume(vph) 108 13 406 27 536 108 543 111 295 1210 47 Future Volume(vph) 108 13 406 27 536 108 543 111 295 1210 47 Turn Type D.P+P NA Prot NA pt+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 1 6 5 2 27 3 8 7 4 Permitted Phases 2 4 8 8 4 Detector Phase 1 6 5 2 27 3 8 8 7 4 4 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 8.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split(s) 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 Total Split(s) 27.0 36.0 27.0 36.0 27.0 30.0 30.0 27.0 30.0 30.0 Total Split(%) 22.5% 30.0% 22.5% 30.0% 22.5% 25.0% 25.0% 22.5% 25.0% 25.0% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 1.0 1.0 1.0 2.0 1.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None C-Max C-Max Act Effct Green(s) 34.6 13.3 28.0 23.1 54.0 61.4 35.5 35.5 59.4 51.5 51.5 Actuated g/C Ratio 0.29 0.11 0.23 0.19 0.45 0.51 0.30 0.30 0.50 0.43 0.43 v/c Ratio 0.29 0.07 0.58 0.09 0.69 0.61 0.59 0.22 0.69 0.93 0.07 Control Delay(s/veh) 27.6 41.5 45.5 35.5 13.3 34.9 41.8 3.7 27.7 47.0 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 27.6 41.5 45.5 35.5 13.3 34.9 41.8 3.7 27.7 47.0 0.2 LOS C D D D B C D A C D A Approach Delay(s/veh) 29.1 27.4 35.3 42.0 Approach LOS C C D D Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 140 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.93 Intersection Signal Delay(s/veh):35.9 Intersection LOS: D Intersection Capacity Utilization 77.2% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 4:Ten Mile Road&Overland Road 1 01 1 02 4-) 03 (04(R) I I 1�; iLE 0 05 06 07 � 08 Overland C-Store TIS Synchro 12 Report NV5 Alternative 2 Mitigation PM Check Queues Overland C-Store TIS 4: Ten Mile Road & Overland Road Alternative I2 Mitigation PM Check } --1' t # Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 120 14 451 30 596 116 584 119 328 1344 52 v/c Ratio 0.29 0.07 0.58 0.09 0.69 0.61 0.59 0.22 0.69 0.93 0.07 Control Delay(s/veh) 27.6 41.5 45.5 35.5 13.3 34.9 41.8 3.7 27.7 47.0 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 27.6 41.5 45.5 35.5 13.3 34.9 41.8 3.7 27.7 47.0 0.2 Queue Length 50th(ft) 66 11 136 19 138 41 210 0 136 510 0 Queue Length 95th(ft) 88 26 232 40 232 115 #340 26 #334 #917 0 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 100 95 235 160 235 160 Base Capacity(vph) 505 441 783 450 851 350 991 552 476 1438 731 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.03 0.58 0.07 0.70 0.33 0.59 0.22 0.69 0.93 0.07 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 Alternative 2 Mitigation PM Check HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 4: Ten Mile Road & Overland Road Alternative 2 Mitigation PM Check } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* + if ft if Vii tt r* Traffic Volume(vph) 108 13 0 406 27 536 108 543 111 295 1210 47 Future Volume(vph) 108 13 0 406 27 536 108 543 111 295 1210 47 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 6.0 7.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 1.00 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 1765 3317 1765 1485 1676 3353 1500 1660 3353 1500 Flt Permitted 0.74 1.00 0.95 1.00 1.00 0.08 1.00 1.00 0.28 1.00 1.00 Satd. Flow(perm) 1302 1765 3317 1765 1485 147 3353 1500 491 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Adj. Flow(vph) 120 14 0 451 30 596 116 584 119 328 1344 52 RTOR Reduction(vph) 0 0 0 0 0 184 0 0 87 0 0 31 Lane Group Flow(vph) 120 14 0 451 30 412 116 584 32 328 1344 21 Heavy Vehicles(%) 2% 2% 2% 0% 2% 3% 2% 2% 2% 3% 2% 2% Turn Type D.P+P NA Perm Prot NA pt+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 1 6 5 2 27 3 8 7 4 Permitted Phases 2 6 4 8 8 4 Actuated Green, G(s) 37.2 10.2 28.0 26.7 57.6 56.8 31.9 31.9 55.8 47.9 47.9 Effective Green,g(s) 37.2 10.2 28.0 26.7 57.6 56.8 31.9 31.9 55.8 47.9 47.9 Actuated g/C Ratio 0.31 0.09 0.23 0.22 0.48 0.47 0.27 0.27 0.47 0.40 0.40 Clearance Time(s) 6.0 6.0 6.0 7.0 6.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 436 150 773 392 712 182 891 398 461 1338 598 vls Ratio Prot 0.02 0.01 c0.14 0.02 c0.28 0.05 0.17 c0.14 c0.40 v/s Ratio Perm 0.06 0.25 0.02 0.19 0.01 vlc Ratio 0.28 0.09 0.58 0.08 0.58 0.64 0.66 0.08 0.71 1.00 0.03 Uniform Delay,d1 30.8 50.6 40.8 36.9 22.5 25.5 39.2 33.0 22.3 36.1 22.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 0.1 0.7 0.0 0.7 5.3 3.8 0.4 4.3 25.7 0.1 Delay(s) 30.9 50.7 41.6 36.9 23.2 30.8 42.9 33.4 26.6 61.7 22.1 Level of Service C D D D C C D C C E C Approach Delay(slveh) 33.0 31.3 39.8 53.9 Approach LOS C C D D Intersection Summary HCM 2000 Control Delay(s/veh) 43.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.89 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 27.0 Intersection Capacity Utilization 77.2% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 Alternative 2 Mitigation PM Check HCM 7th Signalized Intersection Summary Overland C-Store TIS 4: Ten Mile Road & Overland Road Alternative 2 Mitigation PM Check } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* + if ft if tt r* Traffic Volume(veh/h) 108 13 0 406 27 536 108 543 111 295 1210 47 Future Volume(veh/h) 108 13 0 406 27 536 108 543 111 295 1210 47 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1800 1772 1758 1772 1772 1772 1758 1772 1772 Adj Flow Rate,veh/h 120 14 0 451 30 596 116 584 119 328 1344 52 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 0 2 3 2 2 2 3 2 2 Cap,veh/h 359 281 238 506 428 581 165 1064 475 436 1405 627 Arrive On Green 0.07 0.16 0.00 0.15 0.24 0.24 0.06 0.32 0.32 0.15 0.42 0.42 Sat Flow,veh/h 1688 1772 1502 3326 1772 1490 1688 3367 1502 1674 3367 1502 Grp Volume(v),veh/h 120 14 0 451 30 596 116 584 119 328 1344 52 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1663 1772 1490 1688 1683 1502 1674 1683 1502 Q Serve(g_s),s 6.3 0.8 0.0 16.0 1.6 29.0 4.7 17.2 7.1 15.7 46.5 2.5 Cycle Q Clear(g_c),s 6.3 0.8 0.0 16.0 1.6 29.0 4.7 17.2 7.1 15.7 46.5 2.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 359 281 238 506 428 581 165 1064 475 436 1405 627 V/C Ratio(X) 0.33 0.05 0.00 0.89 0.07 1.03 0.70 0.55 0.25 0.75 0.96 0.08 Avail Cap(c_a),veh/h 538 443 375 582 428 581 367 1064 475 466 1405 627 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 30.7 42.8 0.0 49.9 35.1 36.6 28.2 34.0 30.5 23.6 33.9 21.1 Incr Delay(d2),s/veh 0.2 0.0 0.0 13.3 0.0 44.1 2.0 2.0 1.3 5.5 15.6 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.5 0.3 0.0 7.4 0.7 23.1 1.8 7.1 2.6 6.5 20.8 0.9 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 30.9 42.9 0.0 63.2 35.1 80.7 30.2 36.0 31.7 29.1 49.5 21.4 LnGrp LOS C D E D F C D C C D C Approach Vol,veh/h 134 1077 819 1724 Approach Delay,s/veh 32.2 72.1 34.6 44.8 Approach LOS C E C D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 14.3 36.0 12.6 57.1 24.3 26.0 24.8 44.9 Change Period(Y+Rc),s 6.0 7.0 6.0 7.0 6.0 *7 7.0 7.0 Max Green Setting(Gmax),s 21.0 29.0 21.0 23.0 21.0 *30 20.0 23.0 Max Q Clear Time(g_c+I1),s 8.3 31.0 6.7 48.5 18.0 2.8 17.7 19.2 Green Ext Time(p-c),s 0.1 0.0 0.1 0.0 0.3 0.0 0.1 1.0 Intersection Summary HCM 7th Control Delay,s/veh 50.0 HCM 7th LOS D Notes User approved pedestrian interval to be less than phase max green. *HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. Overland C-Store TIS Synchro 12 Report NV5 Alternative 2 Mitigation PM Check Timings Overland C-Store TIS 7: Ten Mile Road & Overland Road Alternative 3 Mitigation PM Check } --1. t 140. i Lane Group EBL EBT WBL WBR NBL NBT NBR SBL SBT 02 Lane Configurations Vi + if tt r* tt Traffic Volume(vph) 108 13 432 536 108 543 111 295 1257 Future Volume(vph) 108 13 432 536 108 543 111 295 1257 Turn Type D.P+P NA Prot pt+ov D.P+P NA Perm D.P+P NA Protected Phases 1 6 5 27 3 8 7 4 2 Permitted Phases 2 4 8 8 Detector Phase 1 6 5 27 3 8 8 7 4 Switch Phase Minimum Initial(s) 5.0 8.0 8.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split(s) 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 Total Split(s) 27.0 27.0 36.0 27.0 30.0 30.0 27.0 30.0 36.0 Total Split(%) 22.5% 22.5% 30.0% 22.5% 25.0% 25.0% 22.5% 25.0% 30% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None Max Max None C-Max None Act Effct Green(s) 33.8 12.1 30.6 54.2 58.2 34.3 34.3 58.2 49.1 Actuated g/C Ratio 0.28 0.10 0.26 0.45 0.49 0.29 0.29 0.49 0.41 v/c Ratio 0.30 0.08 0.57 0.70 0.61 0.61 0.20 0.71 1.02 Control Delay(s/veh) 27.8 46.0 42.4 14.1 35.0 42.9 0.8 29.5 65.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 27.8 46.0 42.4 14.1 35.0 42.9 0.8 29.5 65.0 LOS C D D B D D A C E Approach Delay(s/veh) 29.7 35.7 58.2 Approach LOS C D E Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 150 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.02 Intersection Signal Delay(s/veh):43.3 Intersection LOS: D Intersection Capacity Utilization 80.2% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 7:Ten Mile Road&Overland Road 1 �1 � �2 1,*) 1103 � 04(R) OMMM 05 06 07 � 08 Overland C-Store TIS Synchro 12 Report NV5 Alternative 3 Mitigation PM Check Queues Overland C-Store TIS 7: Ten Mile Road & Overland Road Alternative 3 Mitigation PM Check } --1' t 140. i Lane Group EBL EBT WBL WBR NBL NBT NBR SBL SBT Lane Group Flow(vph) 120 14 480 596 116 584 119 328 1397 v/c Ratio 0.30 0.08 0.57 0.70 0.61 0.61 0.20 0.71 1.02 Control Delay(s/veh) 27.8 46.0 42.4 14.1 35.0 42.9 0.8 29.5 65.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 27.8 46.0 42.4 14.1 35.0 42.9 0.8 29.5 65.0 Queue Length 50th(ft) 65 10 145 146 43 214 0 140 -604 Queue Length 95th(ft) 90 28 231 248 115 #340 0 #341 #978 Internal Link Dist(ft) 500 317 1010 Turn Bay Length(ft) 100 100 95 235 160 235 Base Capacity(vph) 510 300 904 845 338 958 590 464 1373 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.05 0.53 0.71 0.34 0.61 0.20 0.71 1.02 Intersection Summary Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 Alternative 3 Mitigation PM Check HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 7: Ten Mile Road & Overland Road Alternative 3 Mitigation PM Check } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* + if ft if Vii tt r* Traffic Volume(vph) 108 13 0 432 0 536 108 543 111 295 1257 0 Future Volume(vph) 108 13 0 432 0 536 108 543 111 295 1257 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 0.97 1.00 1.00 0.95 1.00 1.00 0.95 Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1676 1765 3317 1485 1676 3353 1500 1660 3353 Flt Permitted 0.76 1.00 0.95 1.00 0.09 1.00 1.00 0.27 1.00 Satd. Flow(perm) 1336 1765 3317 1485 157 3353 1500 467 3353 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Adj. Flow(vph) 120 14 0 480 0 596 116 584 119 328 1397 0 RTOR Reduction(vph) 0 0 0 0 0 175 0 0 89 0 0 0 Lane Group Flow(vph) 120 14 0 480 0 421 116 584 30 328 1397 0 Heavy Vehicles(%) 2% 2% 2% 0% 2% 3% 2% 2% 2% 3% 2% 2% Turn Type D.P+P NA Perm Prot pt+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 1 6 5 2 27 3 8 7 4 Permitted Phases 2 6 4 8 8 4 Actuated Green, G(s) 37.9 7.3 30.6 58.3 54.1 30.2 30.2 54.1 45.0 Effective Green,g(s) 37.9 7.3 30.6 58.3 54.1 30.2 30.2 54.1 45.0 Actuated g/C Ratio 0.32 0.06 0.26 0.49 0.45 0.25 0.25 0.45 0.38 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 451 107 845 721 185 843 377 448 1257 vls Ratio Prot 0.02 0.01 c0.14 c0.28 0.05 0.17 c0.15 c0.42 v/s Ratio Perm 0.06 0.23 0.02 0.18 vlc Ratio 0.27 0.13 0.57 0.58 0.63 0.69 0.08 0.73 1.11 Uniform Delay,d1 30.3 53.3 38.9 22.1 26.9 40.7 34.3 23.5 37.5 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 0.2 0.5 0.8 4.7 4.7 0.4 5.3 61.7 Delay(s) 30.4 53.5 39.5 22.9 31.6 45.4 34.7 28.8 99.2 Level of Service C D D C C D C C F Approach Delay(slveh) 32.8 30.3 41.9 85.8 Approach LOS C C D F Intersection Summary HCM 2000 Control Delay(s/veh) 58.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.95 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 80.2% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 Alternative 3 Mitigation PM Check HCM 7th Signalized Intersection Summary Overland C-Store TIS 7: Ten Mile Road & Overland Road Alternative 3 Mitigation PM Check } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* + if ft if tt r* Traffic Volume(veh/h) 108 13 0 432 0 536 108 543 111 295 1257 0 Future Volume(veh/h) 108 13 0 432 0 536 108 543 111 295 1257 0 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1800 1772 1758 1772 1772 1772 1758 1772 1772 Adj Flow Rate,veh/h 120 14 0 480 0 596 116 584 119 328 1397 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 0 2 3 2 2 2 3 2 2 Cap,veh/h 375 261 221 544 428 584 155 1030 459 430 1345 600 Arrive On Green 0.07 0.15 0.00 0.16 0.00 0.24 0.06 0.31 0.31 0.15 0.40 0.00 Sat Flow,veh/h 1688 1772 1502 3326 1772 1490 1688 3367 1502 1674 3367 1502 Grp Volume(v),veh/h 120 14 0 480 0 596 116 584 119 328 1397 0 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1663 1772 1490 1688 1683 1502 1674 1683 1502 Q Serve(g_s),s 6.3 0.8 0.0 16.9 0.0 29.0 4.8 17.5 7.2 15.9 47.9 0.0 Cycle Q Clear(g_c),s 6.3 0.8 0.0 16.9 0.0 29.0 4.8 17.5 7.2 15.9 47.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 375 261 221 544 428 584 155 1030 459 430 1345 600 V/C Ratio(X) 0.32 0.05 0.00 0.88 0.00 1.02 0.75 0.57 0.26 0.76 1.04 0.00 Avail Cap(c_a),veh/h 540 295 250 804 428 584 341 1030 459 457 1345 600 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 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay(d),s/veh 30.7 44.0 0.0 49.1 0.0 36.5 28.6 35.0 31.4 24.4 36.0 0.0 Incr Delay(d2),s/veh 0.2 0.0 0.0 5.8 0.0 42.6 2.7 2.3 1.4 6.1 35.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.5 0.4 0.0 7.3 0.0 22.9 1.9 7.2 2.7 6.7 25.0 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 30.9 44.0 0.0 54.8 0.0 79.1 31.3 37.2 32.8 30.5 71.1 0.0 LnGrp LOS C D D F C D C C F Approach Vol,veh/h 134 1076 819 1725 Approach Delay,s/veh 32.3 68.3 35.8 63.4 Approach LOS C E D E Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 15.3 36.0 13.8 54.9 26.6 24.6 25.0 43.7 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 20.0 29.0 20.0 23.0 29.0 20.0 20.0 23.0 Max Q Clear Time(g_c+I1),s 8.3 31.0 6.8 49.9 18.9 2.8 17.9 19.5 Green Ext Time(p-c),s 0.1 0.0 0.1 0.0 0.7 0.0 0.1 1.0 Intersection Summary HCM 7th Control Delay,s/veh 57.7 HCM 7th LOS E Notes User approved pedestrian interval to be less than phase max green. Overland C-Store TIS Synchro 12 Report NV5 Alternative 3 Mitigation PM Check Timings Overland C-Store TIS 10: Ten Mile Road & Overland Road Alternative 4 Mitigation PM Check } --1. t 1 Lane Group EBL EBT WBL WBR NBT NBR SBL SBT 02 03 Lane Configurations Vi + if tt if tt Traffic Volume(vph) 108 13 430 532 542 111 295 1257 Future Volume(vph) 108 13 430 532 542 111 295 1257 Turn Type D.P+P NA Prot pt+ov NA Perm D.P+P NA Protected Phases 1 6 5 27 8 7 4 2 3 Permitted Phases 2 8 8 Detector Phase 1 6 5 27 8 8 7 4 Switch Phase Minimum Initial(s) 5.0 8.0 8.0 10.0 10.0 5.0 10.0 5.0 5.0 Minimum Split(s) 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 Total Split(s) 27.0 27.0 36.0 30.0 30.0 27.0 30.0 36.0 27.0 Total Split(%) 22.5% 22.5% 30.0% 25.0% 25.0% 22.5% 25.0% 30% 23% Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max Max None C-Max None None Act Effct Green(s) 33.4 12.1 30.3 53.9 34.7 34.7 58.6 65.6 Actuated g/C Ratio 0.28 0.10 0.25 0.45 0.29 0.29 0.49 0.55 v/c Ratio 0.30 0.08 0.57 0.69 0.60 0.20 0.70 0.76 Control Delay(s/veh) 28.0 46.1 42.7 13.9 42.5 0.8 28.9 26.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 28.0 46.1 42.7 13.9 42.5 0.8 28.9 26.9 LOS C D D B D A C C Approach Delay(s/veh) 29.9 35.5 27.3 Approach LOS C D C Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 150 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.76 Intersection Signal Delay(s/veh):28.8 Intersection LOS:C Intersection Capacity Utilization 78.0% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 10:Ten Mile Road&Overland Road 1 01 � 02 1,*) 1103 � 04(R) OMMM 05 Ob 07 08 Overland C-Store TIS Synchro 12 Report NV5 Alternative 4 Mitigation PM Check Queues Overland C-Store TIS 10: Ten Mile Road & Overland Road Alternative 4 Mitigation PM Check } --1' t 1 Lane Group EBL EBT WBL WBR NBT NBR SBL SBT Lane Group Flow(vph) 120 14 478 591 583 119 328 1397 v/c Ratio 0.30 0.08 0.57 0.69 0.60 0.20 0.70 0.76 Control Delay(s/veh) 28.0 46.1 42.7 13.9 42.5 0.8 28.9 26.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 28.0 46.1 42.7 13.9 42.5 0.8 28.9 26.9 Queue Length 50th(ft) 66 10 146 142 212 0 139 428 Queue Length 95th(ft) 90 28 231 242 #338 0 #339 #731 Internal Link Dist(ft) 500 317 1010 Turn Bay Length(ft) 100 100 95 160 235 Base Capacity(vph) 506 300 899 844 968 594 467 1832 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.05 0.53 0.70 0.60 0.20 0.70 0.76 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Overland C-Store TIS Synchro 12 Report NV5 Alternative 4 Mitigation PM Check HCM Signalized Intersection Capacity Analysis Overland C-Store TIS 10: Ten Mile Road & Overland Road Alternative 4 Mitigation PM Check } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vii + r* + if ft if Vii tt r* Traffic Volume(vph) 108 13 0 430 0 532 0 542 111 295 1257 0 Future Volume(vph) 108 13 0 430 0 532 0 542 111 295 1257 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 1.00 0.97 1.00 0.95 1.00 1.00 0.95 Frt 1.00 1.00 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1676 1765 3317 1485 3353 1500 1660 3353 Flt Permitted 0.76 1.00 0.95 1.00 1.00 1.00 0.27 1.00 Satd. Flow(perm) 1336 1765 3317 1485 3353 1500 473 3353 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Adj. Flow(vph) 120 14 0 478 0 591 0 583 119 328 1397 0 RTOR Reduction(vph) 0 0 0 0 0 176 0 0 89 0 0 0 Lane Group Flow(vph) 120 14 0 478 0 415 0 583 30 328 1397 0 Heavy Vehicles(%) 2% 2% 2% 0% 2% 3% 2% 2% 2% 3% 2% 2% Turn Type D.P+P NA Perm Prot pt+ov D.P+P NA Perm D.P+P NA Perm Protected Phases 1 6 5 2 27 3 8 7 4 Permitted Phases 2 6 4 8 8 4 Actuated Green, G(s) 37.6 7.3 30.3 58.0 30.5 30.5 54.4 61.4 Effective Green,g(s) 37.6 7.3 30.3 58.0 30.5 30.5 54.4 61.4 Actuated g/C Ratio 0.31 0.06 0.25 0.48 0.25 0.25 0.45 0.51 Clearance Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 448 107 837 717 852 381 450 1715 vls Ratio Prot 0.02 0.01 c0.14 c0.28 0.17 0.14 c0.42 v/s Ratio Perm 0.06 0.02 0.18 vlc Ratio 0.27 0.13 0.57 0.58 0.68 0.08 0.73 0.81 Uniform Delay,d1 30.5 53.3 39.2 22.2 40.4 34.1 23.3 24.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 0.2 0.6 0.7 4.4 0.4 5.0 4.4 Delay(s) 30.6 53.5 39.8 22.9 44.8 34.5 28.3 28.9 Level of Service C D D C D C C C Approach Delay(slveh) 33.0 30.5 43.1 28.8 Approach LOS C C D C Intersection Summary HCM 2000 Control Delay(s/veh) 32.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.84 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 78.0% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Overland C-Store TIS Synchro 12 Report NV5 Alternative 4 Mitigation PM Check HCM 7th Signalized Intersection Summary Overland C-Store TIS 10: Ten Mile Road & Overland Road Alternative 4 Mitigation PM Check } --1. 4--- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r* + if ft if tt r* Traffic Volume(veh/h) 108 13 0 430 0 532 0 542 111 295 1257 0 Future Volume(veh/h) 108 13 0 430 0 532 0 542 111 295 1257 0 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 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 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,veh/h/In 1772 1772 1772 1800 1772 1758 1772 1772 1772 1758 1772 1772 Adj Flow Rate,veh/h 120 14 0 478 0 591 0 583 119 328 1397 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 0 2 3 2 2 2 3 2 2 Cap,veh/h 376 262 222 542 428 584 127 1030 459 430 1732 772 Arrive On Green 0.07 0.15 0.00 0.16 0.00 0.24 0.00 0.31 0.31 0.15 0.51 0.00 Sat Flow,veh/h 1688 1772 1502 3326 1772 1490 1688 3367 1502 1674 3367 1502 Grp Volume(v),veh/h 120 14 0 478 0 591 0 583 119 328 1397 0 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1663 1772 1490 1688 1683 1502 1674 1683 1502 Q Serve(g_s),s 6.3 0.8 0.0 16.9 0.0 29.0 0.0 17.4 7.2 15.9 41.3 0.0 Cycle Q Clear(g_c),s 6.3 0.8 0.0 16.9 0.0 29.0 0.0 17.4 7.2 15.9 41.3 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 376 262 222 542 428 584 127 1030 459 430 1732 772 V/C Ratio(X) 0.32 0.05 0.00 0.88 0.00 1.01 0.00 0.57 0.26 0.76 0.81 0.00 Avail Cap(c_a),veh/h 541 295 250 804 428 584 407 1030 459 458 1732 772 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 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay(d),s/veh 30.7 43.9 0.0 49.1 0.0 36.5 0.0 35.0 31.4 24.4 24.2 0.0 Incr Delay(d2),s/veh 0.2 0.0 0.0 5.7 0.0 40.4 0.0 2.3 1.4 6.1 4.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.5 0.4 0.0 7.2 0.0 22.6 0.0 7.2 2.7 6.7 16.1 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 30.9 44.0 0.0 54.8 0.0 76.8 0.0 37.2 32.8 30.5 28.3 0.0 LnGrp LOS C D D F D C C C Approach Vol,veh/h 134 1069 702 1725 Approach Delay,s/veh 32.2 67.0 36.5 28.7 Approach LOS C E D C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 15.3 36.0 0.0 68.7 26.6 24.7 25.0 43.7 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 20.0 29.0 20.0 23.0 29.0 20.0 20.0 23.0 Max Q Clear Time(g_c+I1),s 8.3 31.0 0.0 43.3 18.9 2.8 17.9 19.4 Green Ext Time(p-c),s 0.1 0.0 0.0 0.0 0.7 0.0 0.1 1.0 Intersection Summary HCM 7th Control Delay,s/veh 41.6 HCM 7th LOS D Notes User approved pedestrian interval to be less than phase max green. Overland C-Store TIS Synchro 12 Report NV5 Alternative 4 Mitigation PM Check E APPENDIX E: RITA Map Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store [ NV5-3124077.00 NV5 ACHD Road Work in the Area (RITA) ACHD Home W V6057bvter1)r + Legend El L Road Work In the Area k � U �Closure r. xysd dr � 7asa q - Information Only � W a - Lane Restriction s �,y Overland Rd ay'Pay Lane Restriction Mobile 3 Pending Closure Pending Information Only Pending Lane Restriction Pending Lane Restriction Mobile ACHD Work Zones Lamont Rd ■ Chipseal a Crackseal o ° 4 E E �'Val Vista C¢ Sidewalk 1 r 2 Slurry Utility Work 7s d w victory Rd w vi �a s fore -116.433 43.589 Degrees ■ y