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TRAFFIC IMPACT STUDY FOR TEN MILE ROAD & OVERLAND ROAD CONVENIENCE STORE MERIDIAN , ID DATE: August 23, 2024 LOCATION: Meridian, ID PREPARED FOR: Jacksons Food Stores, Inc. PREPARED BY: NV5 690 S. Industry Way, Suite 10 Meridian, ID 83642 NY5 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 NY5 NV5-3124077.00 ii . I � k i 1 ' r. rf' W Overland Rd T"�wiirr t , SITE - r r. r'frr F W Lamont Rd r fT� N Traffic Impact Study for Ten Mile Road &Overland Road Convenience Store 'I f NV5-3124077.00 IN, Y 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 right-turn lane and 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 the second westbound right-turn lane would be used as a shared through/right lane. 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 'I NV5-3124077.00 Icy, Y iv Intersection Mitigation Summary IntersectionID • Build Build Build Existing No-Build i 1. Double WBLT& RT Ten Mile Rd & 2. WB RT No No No No No 1 Overland Rd Overlap Additional Additional Additional Additional Additional 3. Lower Mitigation Mitigation Mitigation Mitigation Mitigation AM Cycle Length Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy' Y TABLE OF CONTENTS EXECUTIVE SUMMARY..................................................................................................................................i ProposedDevelopment...............................................................................................................................3 ExistingConditions.......................................................................................................................................5 A.1. Transportation Facilities..............................................................................................................5 A.1.1. Roadways...........................................................................................................................5 A.1.2. Transit Service....................................................................................................................5 A.1.3. Bicycle and Pedestrian Facilities ......................................................................................5 A.1.4. Geometrics.........................................................................................................................6 A.2. Traffic Volume..............................................................................................................................6 A.3. Existing Levels of Service............................................................................................................8 A.4. Existing Conditions Mitigation.....................................................................................................9 A.S. Data Sources................................................................................................................................9 BackgroundConditions ............................................................................................................................ 10 B.1. Planned Roadway and Approved Development Projects ....................................................... 10 B.2. No-Build (2025) Levels of Service ........................................................................................... 12 B.3. No-Build (2025) Conditions Mitigation.................................................................................... 12 B.4. Data Sources............................................................................................................................. 12 ProjectedTraffic........................................................................................................................................ 13 C.1. Project Trip Generation............................................................................................................. 13 C.2. Trip Distribution and Assignment............................................................................................. 13 BuildTraffic Analyses................................................................................................................................ 15 D.1. Build (2025)Alternative 1 Access Description ....................................................................... 15 D.2. Build (2025)Alternative 1 Conditions Capacity Analysis.......................................................20 D.3. Build (2025)Alternative 1 Conditions Mitigation ...................................................................20 D.4. Build (2025)Alternative 2 Access Description ....................................................................... 22 D.S. Build (2025)Alternative 2 Conditions Capacity Analysis.......................................................26 D.6. Build (2025)Alternative 2 Conditions Mitigation ...................................................................26 D.7. Build (2025)Alternative 3 Access Description ....................................................................... 27 D.B. Build (2025)Alternative 3 Conditions Capacity Analysis.......................................................32 D.9. Build (2025)Alternative 3 Conditions Mitigation ...................................................................32 D.10. Build (2025)Alternative 4 Access Description .......................................................................33 D.11. Build (2025)Alternative 4 Conditions Capacity Analysis.......................................................38 D.12. Build (2025)Alternative 4 Conditions Mitigation ...................................................................38 D.13. Driveway Access Analysis&Turn Lanes..................................................................................39 Conclusions and Recommendations.......................................................................................................40 E.1. Capacity Analysis Conclusions.................................................................................................40 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 NY5 NV5-3124077.00 LIST OF TABLES Table 1: Roadway Classification .................................................................................................................5 Table 3: Level of Service Criteria ................................................................................................................8 Table 3: Intersection Level of Service Results - Existing Conditions.......................................................9 Table 4: Mitigation Results - Existing Conditions......................................................................................9 Table 5: Intersection Level of Service Results - No-Build (2025) Conditions...................................... 12 Table 6: Mitigation Level of Service Results -No-Build (2025) Conditions.......................................... 12 Table7: Trip Generation........................................................................................................................... 13 Table 8: Intersection Level of Service Results - Build (2025)Alternative 1 Conditions...................... 20 Table 9: Mitigation Level of Service Results -Build (2025)Alternative 1 Conditions..........................21 Table 10: Intersection Level of Service Results - Build (2025) Alternative 2 Conditions...................26 Table 11: Mitigation Level of Service Results -Build (2025) Alternative 2 Conditions.......................27 Table 12: Intersection Level of Service Results - Build (2025) Alternative 3 Conditions...................32 Table 13: Mitigation Level of Service Results -Build (2025) Alternative 3 Conditions.......................33 Table 14: Intersection Level of Service Results - Build (2025) Alternative 4 Conditions...................38 Table 15: Mitigation Level of Service Results -Build (2025) Alternative 4 Conditions.......................39 LIST OF FIGURES Figure 1. Vicinity Map and Study Locations...............................................................................................3 Figure2. Site Plan........................................................................................................................................4 Figure 3. Roadway Geometrics...................................................................................................................6 Figure 4. 2024 Existing Traffic Volumes ....................................................................................................7 Figure 5. Future Adjacent Development.................................................................................................. 10 Figure 6. No-Build Traffic Volume (2025)................................................................................................ 11 Figure7.Trip Distribution......................................................................................................................... 14 Figure 8. New Trip Assignment Alternative 1.......................................................................................... 16 Figure 9. Pass-By Trip Assignment Alternative 1 .................................................................................... 17 Figure 10. Development Trips Alternative 1............................................................................................ 18 Figure 11. Build (2025)Alternative 1 Traffic Volumes........................................................................... 19 Figure 12. New Trip Assignment Alternative 2........................................................................................ 22 Figure 13. Pass-By Trip Assignment Alternative 2.................................................................................. 23 Figure 14. Development Trips Alternative 2............................................................................................ 24 Figure 15. Build (2025)Alternative 2 Traffic Volumes...........................................................................25 Figure 16. New Trip Assignment Alternative 3........................................................................................ 28 Figure 17. Pass-By Trip Assignment Alternative 3.................................................................................. 29 Figure 18. Development Trips Alternative 3............................................................................................30 Figure 19. Build (2025)Alternative 3 Traffic Volumes...........................................................................31 Figure 20. New Trip Assignment Alternative 4........................................................................................34 Figure 21. Pass-By Trip Assignment Alternative 4..................................................................................35 Figure 22. Development Trips Alternative 4............................................................................................36 Figure 23. Build (2025)Alternative 4 Traffic Volumes...........................................................................37 Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 3 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 f a � I w g ; c i � N 1t11M1a��. W Overland Rd r • .O t� 1 4. W Lamont Rd r„ ' Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy' Y 4 Figure 2. Site Plan i OVERLAND au ;I (rerxassw� her5545y/815.43 _ ji ADMa-NT MWERTY y .� (NOT F PART) j (e�a3Psr�Tve� I rres�ss�asv!z5sacr I {rm�xess�xl � I I I � Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy' Y 5 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.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 'I NV5-3124077.00 Icy, Y 6 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 --+ Existing Lane ## Storage Length D ILN 11�► r 0 ♦♦ Overland Rd [ 1 f+ a co IN 'J NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 7 Figure 4. 2024 Existing Traffic Volumes ##(##) AM (PM) Peak Hour Traffic Volume Proposed Driveway 00 1* �i 00 t �X cD 0 �t o t 186 (512) LM 51(401) O Overland Rd 1 ar r` rn o w �— �t � 0 T) N NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 8 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 'I NV5-3124077.00 Icy, Y 9 Table 2: Intersection Level of Service Results - Existing Conditions AM PM ID Intersection Control Movement V/C LOS Delay Queue Queue Overall 0.74 C 32.5 - 0.85 E 66.2 - WB-L 0.23 E 62.6 110 0.99 F 81.9 556 Ten Mile Rd & WB-R 0.93 F 107.3 68 F 244.2 378 1 Overland Rd Signal NB-T 0.48 C 22.4 398 0.45 C 25.4 237 NB-R 0.34 C 20.5 124 0.18 C 21.8 35 SB-L 0.96 D 49.8 243 0.68 C 20.1 165 SB-T 0.22 A 6.1 65 0.69 B 18.0 1 425 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. AA 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 additional right-turn lane is needed along with an overlap phase 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 3: Mitigation Results - Existing Conditions ID Intersection Mitigation Movement V/C LOS Delay Queue Queue 1. Double Overall 0.69 B 17.8 - 0.66 C 25.9 - WB LT& RT WB-LL 0.21 E 63.6 51 0.64 D 54.2 269 Ten Mile Rd& 2.WB RT WB-RR 0.42 D 52.6 65 0.70 D 46.5 205 1 Overland Rd Overlap NB-T 0.41 B 12.5 392 0.36 B 20.0 274 3. Lower NB-R 0.30 B 11.5 126 0.14 B 17.3 49 AM Cycle SB-L 0.96 C 26.2 214 0.61 B 13.9 152 Length SB-T 0.20 A 3.1 1 48 1 0.61 B 13.8 1 396 A.5. Data Sources Roadway geometrics were observed by a site visit and are described. Level of Service criteria is from in the Highway Capacity Manual, 7th Ed, as shown in Table 2. Capacity results were analyzed using Synchro® 12. Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store NY5 NV5-3124077.00 10 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 AS 7. Future Mixed t Employment — Future High- Density Residential ,- Future Medium- r Density Residential t. s 1 i , k SITE 4 - Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store NY5 NV5-3124077.00 11 Figure 6. No-Build Traffic Volume (2025) ##(##) 11�AM (PM) Peak Hour Traffic Volume Proposed Driveway [+7 Ij7 N ❑7 ci {y W � 195(536) l�► 53 (419) ♦ Overland Rd 1 f+ q tv TH .1 00 00 00 00 cv o N 2 I a� NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 12 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 4: Intersection Level of Service Results - No-Build (2025) Conditions M1 AM PM ID Intersection Control Movement V/C LOS Delay Queue Queue Overall 0.75 C 33.8 - 0.88 E 71.7 - WB-L 0.23 E 62.7 115 F 90.9 593 Ten Mile Rd & WB-R 0.93 F 107.0 90 F 266.5 440 Overland Rd 1 Signal NB-T 0.51 C 24.1 425 0.48 C 26.0 249 NB-R 0.36 C 21.9 135 0.18 C 22.2 35 SB-L 0.96 D 54.7 301 0.71 C 22.1 172 SB-T 0.22 A 6.1 68 0.72 B 18.7 1 456 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. Table 5: Mitigation Level of Service Results -No-Build (2025) Conditions EP AM PM ID Intersection Mitigation Movement V/C LOS Delay Queue Queue 1. Double Overall 0.69 B 17.8 - 0.69 C 26.5 - WB LT& RT WB-LL 0.21 E 63.6 51 0.65 D 54.1 280 2.WB RT WB-RR 0.42 D 52.6 65 0.70 D 45.9 214 1 Ten Mile Rd&Overland Rd Overlap NB-T 0.41 B 12.5 392 0.38 C 21.1 292 3. Lower NB-R 0.30 B 11.5 126 0.15 B 18.1 51 AM Cycle SB-L 0.96 C 26.2 214 0.65 B 14.8 162 Length SB-T 0.20 A 3.1 48 0.64 B 14.8 433 B.4. 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 NY5 NV5-3124077.00 13 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 6: 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 'I NV5-3124077.00 Icy, Y 14 Figure 7. Trip Distribution l ��R f - - W Overland Rd tea.• � `�_�'' �� _ 6 m C ,, 0' r W Lamont Rd r,T r ti. 1• Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 15 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 'I NV5-3124077.00 Icy, Y 16 Figure 8. New Trip Assignment Alternative 1 %(%) —10, Inbound(Outbound) = Proposed Driveway 0 t 10% 20% r 10% r 90% 4j �► "' Overland Rd - (10%) -ME ` `0 I6 (10% -M E (4❑%] s) ti t rO I I +1 f# (40%) r-: N N N rl N L) U U V U Q U V - G LL SITE J N 2) C NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 17 Figure 9. Pass-By Trip Assignment Alternative 1 %N --� Inbound(Outbound) Proposed Driveway c a D ,� 10% +— 10% F 10% r 90% 4J 14 r JC)% Overland Rd .7157 (7) —n® 74o%).+ +1 t r► z I r► z r► - 0 S P 0 0 w y � m N ❑ U U ¢ U LL SITE N Cr ro I 21 k 2 C NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 18 Figure 10. Development Trips Alternative 1 ##(##) AM (PM)Peak Hour Traffic Volume TripGeneraWnTo tat AM Peak Hour fi32 316 316 Proposed Driveway PM Peak Hour538 269 2s9 00 0 CD N r-I Ln I t O(0) 4— 0(0) 32(27) 4 0 40(33) r 32 (27) r 284(242) 4J -24 (-20) Overland Rd 0(0) 32 (27) �}� 127 (108) Jt 41 t r* 0(Q) 74qk 0(0) I 16{13} 174(148) 000 00TH 9 o o N CN-i Cr] 00 N LL SITE N o: NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 19 Figure 11. Build (2025) Alternative 1 Traffic Volumes ##(##) --I�AM (PM)Peak Hour Traffic Volume Proposed driveway rn 00 N Ln N ci 0) i -' N ti 195(536) 4— 0(0) +— 32 (27) � M '* H 40(33) 32(27) r 284(242) 4J 1 + r 29(399) Overland Rd 7 -7if 32 [27) —�in 727 (108) 1 41 t r► 174 (14$) p � 1-4N r I LO -1 try r1 N Co N Nei � Q U 7 d ram] Q d LL SITE N Q) NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 20 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 7: Intersection Level of Service Results - Build (2025) Alternative 1 Conditions AM PM ID Intersection Control Movement V/C LOS Delay Queue Queue Overall 0.76 D 44.3 - 0.99 E 60.3 - EB-L 0.47 E 57.9 212 0.35 c 31.5 108 EB-T 0.05 E 57.6 46 0.05 D 43.7 30 EB-R 0.70 E 71.7 80 0.71 E 57.5 0 WB-L 0.11 D 54.1 65 0.92 E 64.8 421 Ten Mile Rd & WB-T 0.15 E 62.0 90 0.08 c 33.0 48 1 Overland Rd Signal WB-R 0.93 F 109.0 90 F 287.3 407 NB-L 0.24 B 13.0 62 0.36 A 8.2 111 NB-T 0.58 D 38.3 493 0.27 A 9.0 260 NB-R 0.47 D 36.6 179 0.12 A 8.1 0 SB-L 0.96 D 54.6 369 0.53 A 6.1 209 SB-T 0.21 B 16.1 116 0.57 A 9.6 624 SB-R 0.18 B 16.0 29 0.13 A 5.9 5 2 Overland Rd & Full- WB-L 0.20 A 7.8 18 0.17 A 7.7 15 Access#1 Access NB-LR 0.30 A 9.9 33 0.25 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 NB-LR 0.03 A 7.4 3 0.03 A 8.4 3 D.3. Build (2025) Alternative 1 Conditions Mitigation The same mitigation from the existing and No-Build analysis could reduce the deficiencies shown in Table 8. Table 9 shows the results of the mitigation analysis for Alternative 1. Traffic Inn pact Study for Ten Mile Road &Overland Road Convenience Store NY5 NV5-3124077.00 21 Table 8: Mitigation Level of Service Results -Build (2025) Alternative 1 Conditions AM PM ID Intersection Mitigation Movement • Queue an MMO) • Overall 0.81 C 33.9 - 0.89 D 37.3 - EB-L 0.45 D 43.1 160 0.34 C 33.7 122 EB-T 0.07 D 44.7 35 0.06 D 46.6 32 1. Double EB-R 0.89 E 68.7 54 0.87 E 77.6 0 WB LT& RT WB-LL 0.23 E 56.0 29 0.90 E 68.9 274 2.WB RT WB-TR 0.25 C 28.8 103 0.60 C 32.4 126 1 Ten Mile Rd&Overland Rd Overlap WB-R 0.25 C 28.8 46 0.60 C 32.4 189 3. Lower NB-L 0.25 B 11.3 61 0.69 C 35.9 74 AM Cycle NB-T 0.67 C 33.8 491 0.50 C 31.9 258 Length NB-R 0.53 C 32.5 157 0.22 C 28.1 0 SB-L 0.95 D 54.2 386 0.72 C 23.5 181 SB-T 0.23 B 14.7 114 0.87 D 36.2 624 SB-R 0.20 B 14.7 33 0.20 B 19.7 5 Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy' Y 22 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 %(%) 11� Inbound(Outbound) Proposed Driveway 0 0 t. 4 Cn 4— 10% r 60% 4J 14 r 10% Overland Rd (40 41 t r' (20%) — N N � w w U = � Access 1 SITE (R I/RO) (40%) Z 0 1 0 �r i IN n Z> NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 23 Figure 13. Pass-By Trip Assignment Alternative 2 %(%} Inbound{Outbound} .� Proposed Driveway a � t 4— +_ 10% 70% 4 4 r -10% Overland Rd 7 I {40%} +1 l �'► � 41 g+ z � C) a m N V+ N Q C Q Access 1 SITE _p } (R I/RO) _0% Z H 1 N NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 24 Figure 14. Development Trips Alternative 2 ##{##} --P�AM (PM) Peak Hour Traffic Volume TripGenerationTotal AM Peak Hour S32 31S 31f Proposed Driveway PMPeakHour538 259 269 f� N co a � ❑(o) 4— 0(0) `s' N ❑ 4— 32 (27) .r 213(181) +) -16(-13) Overland Rd O 127 (108) 41 t r► 0{DJ �► 16(13) --Io� 0(o) Z o �iQ o r=+ CN LO ❑ c-I N 6] CN En r �{ N 0 Vv V ¢i � ❑ ai Q � ❑ r1 Access 1 s � � SITE (RVRO) 174(148) 0 t N_ N m N Cr Cr NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 25 Figure 15. Build (2025) Alternative 2 Traffic Volumes ##(##) AM (PM)Peak Hour Traffic Volume Proposed Driveway N M v It T-4It `° t 195(536) 0(0) Ln tit �t H 32 (27) 213(181) 4J �► r 37(406) Overland Rd � 0(0) . 15 127 (108) 1 41 t r► ❑(0) Z � 16(13)0(0) Qt -4 o� � Ln rA I ❑ N a) 0 00 V ¢ 0 0) t+ rH r� Access 1 4J SITE (RVRO) 174(148) Z 0 t R co l CN CN NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 26 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 10 and include the analysis of the volumes shown in Figure 15. As shown in Table 10, similar deficiencies are expected to what was seen in the analysis for Alternative 1 and previous analyses. Table 9: Intersection Level of Service Results - Build (2025) Alternative 2 Conditions AM PM ID Intersection Control Movement V/C LOS Delay Queue Queue Overall 0.75 D 45.7 - E 75.6 - EB-L 0.48 E 59.8 208 0.31 c 26.9 110 EB-T 0.06 E 58.8 43 0.06 D 46.3 110 EB-R 0.00 A 0.0 0 0.00 A 0.0 33 WB-L 0.13 E 55.9 75 F 144.4 622 Ten Mile Rd & WB-T 144 E 65.8 77 0.05 c 28.5 43 1 Signal WB-RF 179.9 90 0.85 D 36.3 375 Overland Rd NB-L B 12.1 66 0.90 E 79.0 103 N B-T c 34.7 506 0.69 D 44.8 293 NB-R c 33.1 191 0.31 D 38.1 0 SB L D 50.3 389 0.82 D 37.1 225 SB-T B 15.5 158 F 103.1 775 SB-R B 13.5 0 0.09 c 23.9 0 2Ten Mile Rd & RI/RO EB-R B 11.7 25 0.56 D 32.6 80 Access#13Overland Rd & Full WB-L A 7.6 13 0.12 A 7.5 10 Access#2 Access NB-LR 0.14 A 8.9 1 13 1 0.12 A 8.8 10 D.6. Build (2025) Alternative 2 Conditions Mitigation The same mitigation from the existing and No-Build analysis could reduce the deficiencies shown in Table 10. Table 11 shows the results of the mitigation analysis for Alternative 2. Traffic Inn pact Study for Ten Mile Road &Overland Road Convenience Store NY5 NV5-3124077.00 27 Table 10: Mitigation Level of Service Results -Build (2025) Alternative 2 Conditions AM PM • Intersection Mitigation Movement Queue Queue Overall 0.81 c 25.4 - 0.88 D 36.6 - EB-L 0.61 D 53.6 174 0.37 D 36.1 133 EB-T 0.10 D 49.6 35 0.08 D 48.5 32 1. Double EB-R 0.00 A 0.0 0 0.00 A 0.0 0 WB LT& RT WB-LL 0.40 E 58.0 35 0.91 E 69.7 281 2.WB RT WB-TR 0.32 D 36.6 91 0.63 C 34.5 121 1 Ten Mile Rd&Overland Rd Overlap WB-R 0.32 D 36.6 49 0.63 C 34.5 189 3. Lower NB-L 0.23 A 8.2 57 0.69 D 36.3 75 AM Cycle NB-T 0.53 C 22.9 398 0.46 C 28.9 253 Length NB-R 0.42 c 22.0 132 0.20 C 25.5 0 S13-L 0.95 D 36.6 349 0.69 C 20.3 174 SB-T 0.26 B 11.2 138 0.88 D 35.5 668 SB-R 0.07 A 9.7 0 0.07 B 16.5 0 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. Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 28 Figure 16. New Trip Assignment Alternative 3 %(°.6J Inbound [Outbound] Proposed Driveway o L �t 4- 4— 4J I4 r 20% Overland Rd . r+16 (40%)1 A♦% 1# r* I r► (20%)--+ I � [N - V � o Q v ❑ Access 1 SITE (RVRO) (40%) Z 0 1 N o= 2) NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 29 Figure 17. Pass-By Trip Assignment Alternative 3 %{°/°} Inbound(Outbound) Proposed Driveway ti Overland Rd f40°�}1 �� 1 r* 4 0 0 CC Q Q 0 Access 1 SITE (RI/RO) (50°%) Z 0 1 J N T NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 30 Figure 18. Development Trips Alternative 3 ##{##] AM (PM)Peak Hour Traffic Volume TripGeneration Total IN F UT AM Peak Hour ss2 sss 316 Proposed Driveway PMPeakHour53a 2ss 2ss ti o cv L 0(0) ❑ rn ❑ o(o) 0(0) 1�h 16(13) Overland Rd 0(0] 127 (108)J 4qf1 t f+ 0(0) I �} 16(13)—+ 0 00 0 r Lo _ N CV r! ci Q r Access 1 SITE (RI/RO) 174 (148) 0 t 0 0 N NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 31 Figure 19. Build (2025) Alternative 3 Traffic Volumes ##(##) AM (PM)Peak Hour Traffic Volume Proposed Driveway Ln 04 <4 N rn �4 t 195(535) 0 � ' ❑(0) 4— o(o) +� 1 L► 69(432) Overland Rd — 0 I 127 (108)J 4fl*jt1+ Q(0)74, 1E(13)—+ o0 o m- N ti 0) 00 c� (0 Ln _ N �4 Q Access 1 SITE (Rl/RO) 1 (148) 0 t m n_ N N LU C N NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 32 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 12 and include the analysis of the volumes shown in Figure 19. As shown in Table 12, 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 11: Intersection Level of Service Results - Build (2025) Alternative 3 Conditions AM PM ID Intersection Control Movement V/C LOS Delay Queue Queue Overall 0.75 D 42.5 - E 58.3 - EB-L 0.43 E 57.3 212 0.33 C 30.4 106 EB-T 0.06 E 60.6 48 0.05 D 43.7 30 EB-R 0.00 A 0.0 0 0.00 A 0.0 0 WB-L 0.23 E 55.8 129 0.92 E 63.2 472 Ten Mile Rd & WB-T 0.00 A 0.0 0 0.00 A 0.0 0 1 Overland Rd Signal WB-R 0.93 F 109.2 0 F 266.5 248 NB-L 0.26 B 13.4 62 0.39 B 10.5 166 NB-T 0.58 D 38.2 494 0.27 A 9.5 284 NB-R 0.47 D 36.5 179 0.12 A 8.5 0 SB-L 0.96 D 54.6 376 0.53 A 6.4 213 S13-T 0.30 B 17.3 171 0.64 B 11.2 757 SB-R 0.00 A 0.0 0 0.00 A 0.0 0 2 Ten Mile Rd & RI/RO EB-R 0.30 B 13.3 33 0.64 E 42.0 100 Access#1 3 Overland Rd & RI/RO NB-R 0.14 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 existing and No-Build analysis could reduce the deficiencies shown in Table 12. Table 13 shows the results of the mitigation analysis for Alternative 3. Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 33 Table 12: Mitigation Level of Service Results -Build (2025) Alternative 3 Conditions AM PM ID Intersection Mitigation Movement V/c LOS Delay C LOS Delay=!W Queue Overall 0.80 C 27.0 - 0.92 D 38.3 - EB-L 0.58 D 52.1 174 0.35 D 35.3 114 EB-T 0.12 D 51.4 37 0.09 D 49.9 32 1. Double EB-R 0.00 A 0.0 0 0.00 A 0.0 0 WB LT& RT WB-LL 0.56 E 57.7 54 0.89 E 61.5 245 2.WB RT WB-TR 0.30 D 36.8 36 0.61 C 34.1 163 1 Ten Mile Rd&Overland Rd Overlap WB-R 0.30 D 36.8 36 0.61 C 34.1 163 3. Lower NB-L 0.24 A 8.4 55 0.77 D 46.6 101 AM Cycle NB-T 0.53 C 23.2 466 0.47 C 29.8 272 Length NB-R 0.42 C 22.3 99 0.21 C 26.4 0 SB-L 0.95 D 42.9 368 0.70 C 21.2 192 SB-T 0.29 B 11.7 155 0.93 D 41.4 746 SB-R 0.00 A 0.0 0 0.00 A 0.0 0 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. Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store NY5 NV5-3124077.00 34 Figure 20. New Trip Assignment Alternative 4 % Inbound(Outbound) Proposed Driveway 0 t Overland Rd r..r r.r + I 740%) .,j 41 t 14 �} (20%) 0 I � NN .-. N 0= U7 U o Access 1 4 SITE (RVRO/LI) (40%) 0 +1 t � 0 N LB NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 35 Figure 21. Pass-By Trip Assignment Alternative 4 %(°6J Inbound [Outbound] Proposed Driveway t 4J 14 F Overland Rd {40%} +I t r' P Q I � +n O Q Access 1 (RI/R0/LI) 0%) � 0 +1} SITE 1 OR 9 o � N Ir Ir 12 NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 36 Figure 22. Development Trips Alternative 4 ##{##} AM (PM) Peak N our Traffic Volume Trip GenenitimTotal AM PeakHour fi32 31fi 31B Proposed Driveway PMPeakHour538 269 2fi9 a N o t 0(0) o M o H 0(0) 0(0) 4j 14 r 16(13) Overland Rd 0(0).716 127 (108) 41 t f# 0(0) ' r► 1.6(13) —+ 0(0) a 4 o o _ o ry � N NN V 0) N d 0 Acoess 1 (RVRO/LI1 SITE 74(148) 71, 0 t 00 H � cq LO N � IN cc x W NOT TO SCALE Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 37 Figure 23. Build (2025) Alternative 4 Traffic Volumes ##(##) --I►AM (PM)Peak Hour Traffic Volume ^� Proposed Driveway Ln �n rn m t 193(532) �$ a 4— o(o) 0(0) 4) L► 69 (430) Overland Rd — + D(D). I6 127 (108) 1 41 t 1+ 0(0)-!� 16(13) D(D) Z 0 10 CA co 00 N y :I 00 N = 4 [U] 00 Access 1 (RI/RO/LI1 SITE 74 (148) Z 0 t co � 0 LO l Cq � N o= C 47 NOT TO SCALE Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 38 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 14 and include the analysis of the volumes shown in Figure 23. 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 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 13: Intersection Level of Service Results - Build (2025) Alternative 4 Conditions AM PM ID Intersection Control Movement V/C LOS Delay Queue Queue Overall 0.75 D 42.5 - 0.99 E 73.8 - EB-L 0.43 E 57.6 212 0.33 C 30.4 106 EB-T 0.06 E 60.9 48 0.05 D 43.7 30 EB-R 0.00 A 0.0 0 0.00 A 0.0 0 WB-L 0.23 E 56.0 129 0.92 E 62.4 471 WB-T 0.00 A 0.0 0 0.00 A 0.0 0 1 Ten Mile Rd & Signal WB-R 0.93 F 108.7 0 F 261.2 240 Overland Rd NB-L 0.00 A 0.0 0 0.00 A 0.0 0 NB-T 0.58 D 37.7 492 0.57 D 37.3 283 NB-R 0.46 D 36.1 179 0.26 C 32.6 0 SB-L 0.96 D 54.1 375 0.76 C 27.8 213 S13-T 0.26 B 11.7 121 0.86 C 31.8 590 SB-R 0.00 A 0.0 0 0.00 A 0.0 0 2 Ten Mile Rd & RI/RO NB-L 0.27 B 12.2 28 0.36 C 22.0 40 Access#1 /LI EB-R 0.14 A 9.4 13 0.59 E 35.3 85 3 Overland Rd & RI/RO NB-R 0.14 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 14. Table 15 shows the results of the mitigation analysis for Alternative 4. Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store NY5 NV5-3124077.00 39 Table 14: Mitigation Level of Service Results -Build (2025) Alternative 4 Conditions AM PM ID Intersection Mitigation Movement V/c • Queue 7 Delay Overall 0.79 C 26.9 - 0.83 C 31.5 EB-L 0.58 D 52.3 172 0.35 D 35.4 114 EB-T 0.12 D 51.5 37 0.09 D 50.0 32 1. Double EB-R 0.00 A 0.0 0 0.00 A 0.0 0 WB LT& RT WB-LL 0.56 E 57.7 54 0.89 E 61.4 244 2.WB RT WB-TR 0.29 D 36.9 35 0.61 C 34.2 160 1 Ten Mile Rd&Overland Rd Overlap WB-R 0.29 D 36.9 35 0.61 C 34.2 160 3. Lower NB-L 0.00 A 0.0 0 0.00 A 0.0 0 AM Cycle NB-T 0.53 C 23.0 465 0.47 C 29.7 272 Length NB-R 0.42 C 22.2 99 0.21 C 26.2 0 SB-L 0.95 D 42.7 368 0.70 C 21.0 192 SB-T 0.25 A 6.6 103 0.78 C 23.4 532 SB-R 0.00 A 0.0 0 0.00 A 0.0 0 D.13. Driveway Access Analysis & Turn Lanes At this time, because there is no expected eastbound traffic crossing the potential access points along Overland Road, the need cannot be evaluated properly until the eventual completion of the Overland Road extension. For left-turn lane evaluations at each potential access along either 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. Alternative 2, which is the lowest expected trips of the three alternatives with this access, is expected to have 103 trips during the AM peak period. During this period, a right-turn lane would be warranted according to the NCHRP 457 Figure 2-6. (See Below) Figure 2-6.Guideline for determining the need for a major-road right-turn bay at a two-way stop-controlled intersection. NPUT Roadway geometry :-lane roadway J Variatte Value 440 OwnMajor-road speed,mph' 45 `2 120 Major-road volume(one direction),veW 5Qi s 100 Ri ht-tum volume.vehrh 703 80 0 OUTPUT 60 Variable Value F 40 Limdin ri ht-turn volume.vehlh 100 Guidance for determining the need for a major-road 20 ri ht.turn bay for a 4.lane roadway: 0 Add tight-turn bay. 200 400 600 800 1D00 1200 1400 1600 Major-Road Volume(one direction),vehlh Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy' Y 40 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. 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 NY5 NV5-3124077.00 41 APPENDIX Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy' Y APPENDIX A: Site Plan Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy' Y 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 'I NV5-3124077.00 Icy, Y 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 'I NV5-3124077.00 Icy' Y 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 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.com Synchro Output - Existing (2024) Conditions Analysis Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y 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 + 04(R) 34 s 4 07 1' 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) 33.0 33.0 52.2 52.2 66.0 73.0 Actuated g/C Ratio 0.28 0.28 0.44 0.44 0.55 0.61 v/c Ratio 1.00 0.86 0.45 0.16 0.71 0.70 Control Delay(s/veh) 85.8 29.3 25.3 4.3 21.6 18.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 85.8 29.3 25.3 4.3 21.6 18.6 LOS F C C A C B Approach Delay(s/veh) 54.1 22.2 19.2 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: 1.00 Intersection Signal Delay(s/veh):30.3 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 it 04(R) 5 07 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 1.00 0.86 0.45 0.16 0.71 0.70 Control Delay(s/veh) 85.8 29.3 25.3 4.3 21.6 18.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 85.8 29.3 25.3 4.3 21.6 18.6 Queue Length 50th(ft) 350 171 184 0 111 343 Queue Length 95th(ft) #556 #378 237 35 165 425 Internal Link Dist(ft) 1129 1167 1010 Turn Bay Length(ft) 95 160 235 Base Capacity(vph) 452 667 1430 724 465 1874 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 1.00 0.86 0.45 0.16 0.68 0.70 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) 1644 1471 3288 1515 1660 3081 Flt Permitted 0.95 1.00 1.00 1.00 0.34 1.00 Satd. Flow(perm) 1644 1471 3288 1515 593 3081 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) 0 263 0 65 0 0 Lane Group Flow(vph) 451 312 644 50 316 1314 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) 33.0 33.0 52.2 52.2 66.0 73.0 Effective Green,g(s) 33.0 33.0 52.2 52.2 66.0 73.0 Actuated g/C Ratio 0.28 0.28 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) 452 404 1430 659 448 1874 vls Ratio Prot c0.27 0.20 0.08 c0.43 v/s Ratio Perm 0.21 0.03 0.31 vlc Ratio 1.00 0.77 0.45 0.08 0.71 0.70 Uniform Delay,d1 43.5 40.0 23.8 19.8 15.6 16.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 41.4 8.1 1.0 0.2 4.1 2.2 Delay(s) 84.9 48.1 24.8 20.0 19.7 18.3 Level of Service F D C C B B Approach Delay(slveh) 64.3 24.1 18.5 Approach LOS E C B Intersection Summary HCM 2000 Control Delay(s/veh) 33.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.85 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 1744 1744 1744 1786 1758 1646 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,% 4 4 4 1 3 11 Cap,veh/h 457 406 1419 648 467 1902 Arrive On Green 0.28 0.28 0.43 0.43 0.12 0.61 Sat Flow,veh/h 1661 1478 3400 1514 1674 3209 Grp Volume(v),veh/h 451 575 644 115 316 1314 Grp Sat Flow(s),veh/h/In 1661 1478 1657 1514 1674 1563 Q Serve(g_s),s 32.4 33.0 16.5 5.6 12.6 34.1 Cycle Q Clear(g_c),s 32.4 33.0 16.5 5.6 12.6 34.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 457 406 1419 648 467 1902 V/C Ratio(X) 0.99 1.41 0.45 0.18 0.68 0.69 Avail Cap(c_a),veh/h 457 406 1419 648 473 1902 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 24.3 21.2 17.1 15.9 Incr Delay(d2),s/veh 38.6 200.7 1.0 0.6 3.1 2.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 17.6 34.2 6.4 2.0 4.8 11.3 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 81.9 244.2 25.4 21.8 20.1 18.0 LnGrp LOS F F C C C B Approach Vol,veh/h 1026 759 1630 Approach Delay,s/veh 172.9 24.8 18.4 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 36.1 14.6 18.5 Green Ext Time(p-c),s 0.0 7.1 0.0 2.8 Intersection Summary HCM 7th Control Delay,s/veh 66.2 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 'I NV5-3124077.00 Icy, Y 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 + 04(R) 34 s 07 1" 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 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) 33.0 33.0 52.0 52.0 66.0 73.0 Actuated g/C Ratio 0.28 0.28 0.43 0.43 0.55 0.61 v/c Ratio 1.03 0.90 0.47 0.16 0.75 0.73 Control Delay(s/veh) 93.6 35.5 25.8 4.3 24.3 19.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 93.6 35.5 25.8 4.3 24.3 19.5 LOS F D C A C B Approach Delay(s/veh) 61.0 22.6 20.4 Approach LOS E C C Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:54(45%), Referenced to phase 4:SBT,Start of Green Natural Cycle:80 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay(s/veh):33.0 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 it 04(R) 5 07 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 1.03 0.90 0.47 0.16 0.75 0.73 Control Delay(s/veh) 93.6 35.5 25.8 4.3 24.3 19.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 93.6 35.5 25.8 4.3 24.3 19.5 Queue Length 50th(ft) —387 205 194 0 116 368 Queue Length 95th(ft) #593 #440 249 35 172 456 Internal Link Dist(ft) 1129 1167 1010 Turn Bay Length(ft) 95 160 235 Base Capacity(vph) 452 660 1424 723 451 1874 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 1.03 0.90 0.47 0.16 0.73 0.73 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 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) 1644 1471 3288 1515 1660 3081 Flt Permitted 0.95 1.00 1.00 1.00 0.32 1.00 Satd. Flow(perm) 1644 1471 3288 1515 565 3081 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) 0 256 0 67 0 0 Lane Group Flow(vph) 466 340 671 52 328 1367 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) 33.0 33.0 52.0 52.0 66.0 73.0 Effective Green,g(s) 33.0 33.0 52.0 52.0 66.0 73.0 Actuated g/C Ratio 0.28 0.28 0.43 0.43 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) 452 404 1424 656 438 1874 vls Ratio Prot c0.28 0.20 0.09 c0.44 v/s Ratio Perm 0.23 0.03 0.32 vlc Ratio 1.03 0.84 0.47 0.08 0.75 0.73 Uniform Delay,d1 43.5 41.0 24.2 19.9 15.9 16.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 50.5 14.1 1.1 0.2 6.0 2.5 Delay(s) 94.0 55.1 25.3 20.2 21.9 19.1 Level of Service F E C C C B Approach Delay(slveh) 72.2 24.6 19.6 Approach LOS E C B Intersection Summary HCM 2000 Control Delay(s/veh) 36.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.88 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 1744 1744 1744 1786 1758 1646 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,% 4 4 4 1 3 11 Cap,veh/h 457 406 1408 643 459 1902 Arrive On Green 0.28 0.28 0.43 0.43 0.13 0.61 Sat Flow,veh/h 1661 1478 3400 1514 1674 3209 Grp Volume(v),veh/h 466 596 671 119 328 1367 Grp Sat Flow(s),veh/h/In 1661 1478 1657 1514 1674 1563 Q Serve(g_s),s 33.0 33.0 17.5 5.9 13.2 36.5 Cycle Q Clear(g_c),s 33.0 33.0 17.5 5.9 13.2 36.5 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 457 406 1408 643 459 1902 V/C Ratio(X) 1.02 1.47 0.48 0.18 0.71 0.72 Avail Cap(c_a),veh/h 457 406 1408 643 459 1902 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 43.5 43.5 24.9 21.5 17.6 16.4 Incr Delay(d2),s/veh 47.4 223.0 1.2 0.6 4.5 2.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 19.0 36.7 6.8 2.1 5.2 12.1 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 90.9 266.5 26.0 22.2 22.1 18.7 LnGrp LOS F F C C C B Approach Vol,veh/h 1062 790 1695 Approach Delay,s/veh 189.5 25.5 19.4 Approach LOS F C B Timer-Assigned Phs 2 4 7 8 Phs Duration(G+Y+Rc),s 40.0 80.0 22.0 58.0 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 38.5 15.2 19.5 Green Ext Time(p-c),s 0.0 7.4 0.0 3.0 Intersection Summary HCM 7th Control Delay,s/veh 71.7 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 'I NV5-3124077.00 Icy, Y 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) 16.0 25.0 25.0 25.0 34.0 34.0 12.0 62.0 62.0 58.0 108.0 108.0 Total Split(%) 9.4% 14.7% 14.7% 14.7% 20.0% 20.0% 7.1% 36.5% 36.5% 34.1% 63.5% 63.5% 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) 19.5 12.4 12.4 18.9 9.5 9.5 126.5 81.2 81.2 124.5 117.6 117.6 Actuated g/C Ratio 0.11 0.07 0.07 0.11 0.06 0.06 0.74 0.48 0.48 0.73 0.69 0.69 v/c Ratio 0.81 0.13 0.66 0.20 0.44 0.76 0.19 0.53 0.37 0.74 0.18 0.15 Control Delay(s/veh) 101.7 77.2 19.7 64.9 90.0 25.6 5.7 34.8 12.9 24.4 10.0 1.7 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) 101.7 77.2 19.7 64.9 90.0 25.6 5.7 34.8 12.9 24.4 10.0 1.7 LOS F E B E F C A C B C B A Approach Delay(s/veh) 55.4 39.4 26.5 15.3 Approach LOS E 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:0.81 Intersection Signal Delay(s/veh):27.3 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 t 02 L* ic 04(R) 1 IL 05 06 07 1 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) 138 17 189 32 43 217 138 839 306 462 383 164 v/c Ratio 0.81 0.13 0.66 0.20 0.44 0.76 0.19 0.53 0.37 0.74 0.18 0.15 Control Delay(s/veh) 101.7 77.2 19.7 64.9 90.0 25.6 5.7 34.8 12.9 24.4 10.0 1.7 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) 101.7 77.2 19.7 64.9 90.0 25.6 5.7 34.8 12.9 24.4 10.0 1.7 Queue Length 50th(ft) 146 18 0 32 48 0 32 340 71 202 72 0 Queue Length 95th(ft) 212 46 80 65 90 90 62 493 179 369 116 29 Internal Link Dist(ft) 254 1129 1167 1010 Turn Bay Length(ft) 100 100 95 235 160 235 160 Base Capacity(vph) 170 190 334 223 290 423 724 1570 824 697 2130 1087 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 0.81 0.09 0.57 0.14 0.15 0.51 0.19 0.53 0.37 0.66 0.18 0.15 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 0.24 1.00 1.00 Satd. Flow(perm) 1286 1765 1500 1292 1765 1471 926 3288 1515 423 3081 1500 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.94 0.94 0.90 0.90 0.92 Adj. Flow(vph) 138 17 189 32 43 217 138 839 306 462 383 164 RTOR Reduction(vph) 0 0 175 0 0 203 0 0 103 0 0 52 Lane Group Flow(vph) 138 17 14 32 43 14 138 839 203 462 383 112 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) 20.9 12.4 12.4 18.9 10.9 10.9 124.1 79.7 79.7 123.1 116.1 116.1 Effective Green,g(s) 20.9 12.4 12.4 18.9 10.9 10.9 124.1 79.7 79.7 123.1 116.1 116.1 Actuated g/C Ratio 0.12 0.07 0.07 0.11 0.06 0.06 0.73 0.47 0.47 0.72 0.68 0.68 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) 181 128 109 157 113 94 711 1541 710 622 2104 1024 vls Ratio Prot c0.04 0.01 0.01 0.02 0.01 0.26 c0.19 0.12 v/s Ratio Perm c0.05 0.01 0.01 0.01 0.13 0.13 c0.35 0.07 vlc Ratio 0.76 0.13 0.13 0.20 0.38 0.15 0.19 0.54 0.29 0.74 0.18 0.11 Uniform Delay,dl 71.4 73.8 73.7 68.5 76.3 75.2 6.8 32.2 27.7 18.0 9.8 9.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 15.6 0.2 0.2 0.2 0.8 0.3 0.0 1.4 1.0 4.2 0.2 0.2 Delay(s) 87.0 73.9 73.9 68.7 77.1 75.4 6.8 33.6 28.7 22.2 9.9 9.5 Level of Service F E E E E E A C C C A A Approach Delay(slveh) 79.2 74.9 29.5 15.5 Approach LOS E E C B Intersection Summary HCM 2000 Control Delay(s/veh) 35.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.76 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 138 17 189 32 43 217 138 839 306 462 383 164 Peak Hour Factor 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.94 0.94 0.90 0.90 0.92 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 294 320 271 291 279 232 566 1436 656 481 1862 894 Arrive On Green 0.06 0.18 0.18 0.03 0.16 0.16 0.04 0.43 0.43 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 138 17 189 32 43 217 138 839 306 462 383 164 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1661 1772 1478 1688 1657 1514 1674 1563 1502 Q Serve(g_s),s 10.0 1.3 20.1 2.6 3.6 24.7 5.6 32.7 24.4 29.9 9.6 8.4 Cycle Q Clear(g_c),s 10.0 1.3 20.1 2.6 3.6 24.7 5.6 32.7 24.4 29.9 9.6 8.4 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 294 320 271 291 279 232 566 1436 656 481 1862 894 V/C Ratio(X) 0.47 0.05 0.70 0.11 0.15 0.93 0.24 0.58 0.47 0.96 0.21 0.18 Avail Cap(c_a),veh/h 294 320 271 418 292 243 566 1436 656 662 1862 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 57.5 57.6 65.3 54.1 61.9 70.8 12.9 36.5 34.2 35.2 15.8 15.6 Incr Delay(d2),s/veh 0.4 0.0 6.4 0.1 0.1 38.3 0.1 1.7 2.4 19.4 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 8.1 1.1 1.6 11.7 2.1 13.4 9.3 21.8 3.5 3.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 57.9 57.6 71.7 54.1 62.0 109.0 13.0 38.3 36.6 54.6 16.1 16.0 LnGrp LOS E E E D E F B D D D B B Approach Vol,veh/h 344 292 1283 1009 Approach Delay,s/veh 65.5 96.1 35.1 33.7 Approach LOS E F D C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 12.0 37.7 12.0 108.3 16.0 33.7 39.6 80.7 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 18.0 18.0 6.0 101.0 10.0 *28 51.0 55.0 Max Q Clear Time(g_c+I1),s 4.6 22.1 7.6 11.6 12.0 26.7 31.9 34.7 Green Ext Time(p-c),s 0.0 0.0 0.0 1.8 0.0 0.1 0.6 4.0 Intersection Summary HCM 7th Control Delay,s/veh 44.3 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 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 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 35 0 309 35 0 309 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 35 0 687 35 Stage 1 - - - - 35 - Stage 2 - - 652 - 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 - 1577 413 1038 Stage 1 - - 988 - Stage 2 - - 518 - Platoon blocked, % - Mov Cap-1 Maneuver - 1577 332 1038 Mov Cap-2 Maneuver - - 372 - Stage 1 - - 988 Stage 2 - 417 Approach EB WB NB HCM Control Delay,s/v 0 7.04 9.93 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 1038 - 1577 HCM Lane V/C Ratio 0.297 - 0.196 HCM Control Delay(s/veh) 9.9 - 7.8 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 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 0 35 0 0 35 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1 0 71 1 Stage 1 - - - - 1 - Stage 2 - - 70 - 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 934 1083 Stage 1 - - 1022 - Stage 2 - - 953 - Platoon blocked, % - Mov Cap-1 Maneuver - 1622 914 1083 Mov Cap-2 Maneuver - - 849 - Stage 1 - - 1022 Stage 2 - - 933 Approach EB WB NB HCM Control Delay,s/v 0 7.27 8.43 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 1083 - 1622 HCM Lane V/C Ratio 0.032 - 0.021 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) 11.0 24.0 24.0 25.0 38.0 38.0 11.0 44.0 44.0 27.0 60.0 60.0 Total Split(%) 9.2% 20.0% 20.0% 20.8% 31.7% 31.7% 9.2% 36.7% 36.7% 22.5% 50.0% 50.0% 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 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) 33.2 13.2 13.2 31.2 28.2 28.2 62.8 44.2 44.2 60.8 55.5 55.5 Actuated g/C Ratio 0.28 0.11 0.11 0.26 0.24 0.24 0.52 0.37 0.37 0.51 0.46 0.46 v/c Ratio 0.31 0.07 0.40 1.14 0.09 0.93 0.68 0.48 0.16 0.72 0.88 0.17 Control Delay(s/veh) 32.2 46.2 2.9 126.1 34.6 38.4 37.2 32.4 0.5 25.6 38.5 0.8 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) 32.2 46.2 2.9 126.1 34.6 38.4 37.2 32.4 0.5 25.6 38.5 0.8 LOS C D A F C D D C A C D A Approach Delay(s/veh) 16.7 74.4 28.4 33.0 Approach LOS B E 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: 1.14 Intersection Signal Delay(s/veh):42.2 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 h i r 01 1 -002 1 O 1 04(R) 1 05 06 06 07 1' 08 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) 117 14 161 443 36 596 117 584 119 328 1254 139 v/c Ratio 0.31 0.07 0.40 1.14 0.09 0.93 0.68 0.48 0.16 0.72 0.88 0.17 Control Delay(s/veh) 32.2 46.2 2.9 126.1 34.6 38.4 37.2 32.4 0.5 25.6 38.5 0.8 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) 32.2 46.2 2.9 126.1 34.6 38.4 37.2 32.4 0.5 25.6 38.5 0.8 Queue Length 50th(ft) 63 10 0 -337 21 180 42 191 0 138 471 0 Queue Length 95th(ft) 108 30 0 #421 48 #407 #111 260 0 209 #624 5 Internal Link Dist(ft) 254 1129 1167 1010 Turn Bay Length(ft) 100 100 95 235 160 235 160 Base Capacity(vph) 374 250 446 388 470 673 172 1210 730 497 1423 805 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 0.31 0.06 0.36 1.14 0.08 0.89 0.68 0.48 0.16 0.66 0.88 0.17 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 1644 1765 1471 1676 3288 1515 1660 3081 1500 Flt Permitted 0.73 1.00 1.00 0.75 1.00 1.00 0.10 1.00 1.00 0.35 1.00 1.00 Satd. Flow(perm) 1295 1765 1500 1295 1765 1471 177 3288 1515 607 3081 1500 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.93 0.93 0.90 0.90 0.92 Adj. Flow(vph) 117 14 161 443 36 596 117 584 119 328 1254 139 RTOR Reduction(vph) 0 0 143 0 0 294 0 0 75 0 0 75 Lane Group Flow(vph) 117 14 18 443 36 302 117 584 44 328 1254 64 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) 33.2 13.2 13.2 31.2 28.2 28.2 61.8 44.1 44.1 60.8 55.4 55.4 Effective Green,g(s) 33.2 13.2 13.2 31.2 28.2 28.2 61.8 44.1 44.1 60.8 55.4 55.4 Actuated g/C Ratio 0.28 0.11 0.11 0.26 0.24 0.24 0.52 0.37 0.37 0.51 0.46 0.46 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) 374 194 165 389 414 345 171 1208 556 454 1422 692 vls Ratio Prot 0.01 0.01 c0.17 0.02 0.04 0.18 c0.10 c0.41 v/s Ratio Perm 0.07 0.01 c0.13 0.21 0.32 0.03 0.27 0.04 vlc Ratio 0.31 0.07 0.11 1.14 0.09 0.88 0.68 0.48 0.08 0.72 0.88 0.09 Uniform Delay,dl 33.8 47.9 48.1 43.5 35.8 44.2 20.7 29.2 24.7 18.7 29.3 18.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.2 0.1 0.1 89.1 0.0 20.6 8.7 1.4 0.3 4.8 8.2 0.3 Delay(s) 34.0 48.0 48.2 132.6 35.9 64.8 29.3 30.6 25.0 23.5 37.5 18.4 Level of Service C D D F D E C C C C D B Approach Delay(slveh) 42.5 91.8 29.6 33.3 Approach LOS D F C C Intersection Summary HCM 2000 Control Delay(s/veh) 49.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.99 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 1744 1772 1744 1772 1744 1786 1758 1646 1772 Adj Flow Rate,veh/h 117 14 161 443 36 596 117 584 119 328 1254 139 Peak Hour Factor 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.93 0.93 0.90 0.90 0.92 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 330 266 225 480 473 394 321 2166 990 623 2213 1063 Arrive On Green 0.04 0.15 0.15 0.15 0.27 0.27 0.04 0.65 0.65 0.09 0.71 0.71 Sat Flow,veh/h 1688 1772 1502 1661 1772 1478 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 117 14 161 443 36 596 117 584 119 328 1254 139 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1661 1772 1478 1688 1657 1514 1674 1563 1502 Q Serve(g_s),s 5.0 0.8 12.2 18.0 1.8 32.0 2.2 8.9 3.5 7.6 23.5 3.6 Cycle Q Clear(g_c),s 5.0 0.8 12.2 18.0 1.8 32.0 2.2 8.9 3.5 7.6 23.5 3.6 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 330 266 225 480 473 394 321 2166 990 623 2213 1063 V/C Ratio(X) 0.35 0.05 0.71 0.92 0.08 1.51 0.36 0.27 0.12 0.53 0.57 0.13 Avail Cap(c_a),veh/h 330 266 225 480 473 394 322 2166 990 757 2213 1063 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 31.2 43.7 48.6 41.5 32.9 44.0 8.0 8.7 7.8 5.9 8.6 5.6 Incr Delay(d2),s/veh 0.2 0.0 8.9 23.3 0.0 243.3 0.3 0.3 0.2 0.3 1.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.5 0.4 5.0 7.5 0.8 37.9 0.6 2.9 1.1 2.1 6.8 1.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 31.5 43.7 57.5 64.8 33.0 287.3 8.2 9.0 8.1 6.1 9.6 5.9 LnGrp LOS C D E E C F A A A A A A Approach Vol,veh/h 292 1075 820 1721 Approach Delay,s/veh 46.4 187.1 8.8 8.6 Approach LOS D F A A Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 25.0 25.0 10.9 92.8 11.0 39.0 17.2 86.6 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 18.0 17.0 5.0 53.0 5.0 *32 20.0 37.0 Max Q Clear Time(g_c+I1),s 20.0 14.2 4.2 25.5 7.0 34.0 9.6 10.9 Green Ext Time(p-c),s 0.0 0.1 0.0 6.6 0.0 0.0 0.4 2.5 Intersection Summary HCM 7th Control Delay,s/veh 60.6 HCM 7th LOS E 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 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 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 29 0 263 29 0 263 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 29 0 585 29 Stage 1 - - - - 29 - Stage 2 - - 555 - 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 - 1584 473 1045 Stage 1 - - 993 - Stage 2 - - 575 - Platoon blocked, % - Mov Cap-1 Maneuver - 1584 395 1045 Mov Cap-2 Maneuver - - 428 - Stage 1 - - 993 Stage 2 - 479 Approach EB WB NB HCM Control Delay,s/v 0 6.95 9.6 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 1045 - 1584 HCM Lane V/C Ratio 0.252 - 0.166 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 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 0 29 0 0 29 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1 0 60 1 Stage 1 - - - - 1 - Stage 2 - - 59 - 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 947 1083 Stage 1 - - 1022 - Stage 2 - - 964 - Platoon blocked, % - Mov Cap-1 Maneuver - 1622 930 1083 Mov Cap-2 Maneuver - - 862 - Stage 1 - - 1022 Stage 2 - 946 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 0.027 - 0.018 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 'I NV5-3124077.00 Icy, Y 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) 18.0 36.0 11.0 29.0 29.0 12.0 63.0 63.0 60.0 111.0 111.0 Total Split(%) 10.6% 21.2% 6.5% 17.1% 17.1% 7.1% 37.1% 37.1% 35.3% 65.3% 65.3% 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) 21.7 17.0 24.1 8.9 8.9 124.3 79.2 79.2 122.3 115.1 115.1 Actuated g/C Ratio 0.13 0.10 0.14 0.05 0.05 0.73 0.47 0.47 0.72 0.68 0.68 v/c Ratio 0.72 0.10 0.20 0.38 0.77 0.22 0.55 0.38 0.76 0.23 0.06 Control Delay(s/veh) 86.6 69.3 62.5 87.7 26.7 6.5 36.5 14.2 27.1 11.5 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) 86.6 69.3 62.5 87.7 26.7 6.5 36.5 14.2 27.1 11.5 0.1 LOS F E E F C A D B C B A Approach Delay(s/veh) 84.7 39.0 27.9 17.9 Approach LOS F 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:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.77 Intersection Signal Delay(s/veh):28.6 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 l 02 � � 04(R) 2 s 111 s 06 07 , 1'\ 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) 138 17 41 35 217 138 839 306 462 490 60 v/c Ratio 0.72 0.10 0.20 0.38 0.77 0.22 0.55 0.38 0.76 0.23 0.06 Control Delay(s/veh) 86.6 69.3 62.5 87.7 26.7 6.5 36.5 14.2 27.1 11.5 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) 86.6 69.3 62.5 87.7 26.7 6.5 36.5 14.2 27.1 11.5 0.1 Queue Length 50th(ft) 143 18 40 39 0 34 347 78 222 101 0 Queue Length 95th(ft) 208 43 75 77 90 66 506 191 389 158 0 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 95 235 160 235 160 Base Capacity(vph) 194 311 201 228 379 637 1531 805 698 2086 1061 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 0.71 0.05 0.20 0.15 0.57 0.22 0.55 0.38 0.66 0.23 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 0.23 1.00 1.00 Satd. Flow(perm) 1296 1765 1292 1765 1471 816 3288 1515 409 3081 1500 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.94 0.94 0.90 0.90 0.92 Adj. Flow(vph) 138 17 0 41 35 217 138 839 306 462 490 60 RTOR Reduction(vph) 0 0 0 0 0 203 0 0 102 0 0 20 Lane Group Flow(vph) 138 17 0 41 35 14 138 839 204 462 490 40 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) 23.1 16.0 24.1 11.3 11.3 120.9 76.8 76.8 119.9 112.7 112.7 Effective Green,g(s) 23.1 16.0 24.1 11.3 11.3 120.9 76.8 76.8 119.9 112.7 112.7 Actuated g/C Ratio 0.14 0.09 0.14 0.07 0.07 0.71 0.45 0.45 0.71 0.66 0.66 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) 202 166 199 117 97 621 1485 684 605 2042 994 vls Ratio Prot c0.05 0.01 0.01 0.02 0.01 0.26 c0.19 0.16 v/s Ratio Perm c0.05 c0.02 0.01 0.15 0.13 c0.34 0.03 vlc Ratio 0.68 0.10 0.21 0.30 0.15 0.22 0.56 0.30 0.76 0.24 0.04 Uniform Delay,dl 69.2 70.4 64.2 75.6 74.8 7.8 34.3 29.5 20.5 11.5 9.9 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 7.4 0.1 0.2 0.5 0.3 0.1 1.6 1.1 5.1 0.3 0.1 Delay(s) 76.6 70.5 64.4 76.1 75.1 7.8 35.9 30.6 25.7 11.8 10.0 Level of Service E E E E E A D C C B A Approach Delay(slveh) 75.9 73.7 31.6 18.0 Approach LOS E E C B Intersection Summary HCM 2000 Control Delay(s/veh) 33.6 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) 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 138 17 0 41 35 217 138 839 306 462 490 60 Peak Hour Factor 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.94 0.94 0.90 0.90 0.92 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 288 306 259 314 229 191 565 1524 696 481 1913 919 Arrive On Green 0.07 0.17 0.00 0.03 0.13 0.13 0.04 0.46 0.46 0.18 0.61 0.61 Sat Flow,veh/h 1688 1772 1502 1661 1772 1478 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 138 17 0 41 35 217 138 839 306 462 490 60 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1661 1772 1478 1688 1657 1514 1674 1563 1502 Q Serve(g_s),s 12.0 1.4 0.0 3.4 3.0 22.0 5.3 31.1 23.3 28.2 12.3 2.7 Cycle Q Clear(g_c),s 12.0 1.4 0.0 3.4 3.0 22.0 5.3 31.1 23.3 28.2 12.3 2.7 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 288 306 259 314 229 191 565 1524 696 481 1913 919 V/C Ratio(X) 0.48 0.06 0.00 0.13 0.15 1.13 0.24 0.55 0.44 0.96 0.26 0.07 Avail Cap(c_a),veh/h 288 313 265 317 229 191 565 1524 696 699 1913 919 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 59.3 58.8 0.0 55.8 65.7 74.0 12.1 33.2 31.1 32.8 15.2 13.3 Incr Delay(d2),s/veh 0.5 0.0 0.0 0.1 0.1 105.9 0.1 1.4 2.0 17.4 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 5.2 0.6 0.0 1.4 1.3 13.9 2.0 12.6 8.8 21.5 4.4 1.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 59.8 58.8 0.0 55.9 65.8 179.9 12.1 34.7 33.1 50.3 15.5 13.5 LnGrp LOS E E E E F B C C D B B Approach Vol,veh/h 155 293 1283 1012 Approach Delay,s/veh 59.7 149.0 31.9 31.3 Approach LOS E F C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 18.0 29.0 12.0 111.0 10.7 36.3 37.8 85.2 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 12.0 22.0 6.0 104.0 5.0 *30 53.0 56.0 Max Q Clear Time(g_c+I1),s 14.0 24.0 7.3 14.3 5.4 3.4 30.2 33.1 Green Ext Time(p-c),s 0.0 0.0 0.0 2.1 0.0 0.0 0.6 4.1 Intersection Summary HCM 7th Control Delay,s/veh 45.7 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 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 189 0 1309 433 112 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 272 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 0 725 0 - Stage 1 0 - 0 Stage 2 0 - 0 - Platoon blocked, % Mov Cap-1 Maneuver - 725 - Mov Cap-2 Maneuver - - Stage 1 - Stage 2 - Approach EB NB SB HCM Control Delay,s/v 11.7 0 0 HCM LOS B Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity(veh/h) 725 HCM Lane V/C Ratio 0.261 HCM Control Delay(s/veh) 11.7 HCM Lane LOS B HCM 95th%tile Q(veh) 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 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 0 232 0 0 154 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1 0 464 1 Stage 1 - - - - 1 - Stage 2 - - 463 - 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 556 1083 Stage 1 - - 1022 - Stage 2 - - 634 - Platoon blocked, % - Mov Cap-1 Maneuver - 1622 477 1083 Mov Cap-2 Maneuver - - 489 - Stage 1 - - 1022 Stage 2 - - 543 Approach EB WB NB HCM Control Delay,s/v 0 7.59 8.87 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 1083 - 1622 HCM Lane V/C Ratio 0.142 - 0.143 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) 11.0 22.0 34.0 45.0 30.0 11.0 34.0 34.0 30.0 53.0 53.0 Total Split(%) 9.2% 18.3% 28.3% 37.5% 25.0% 9.2% 28.3% 28.3% 25.0% 44.2% 44.2% 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) 29.4 5.7 28.0 17.8 53.1 69.0 32.7 32.7 67.0 57.4 57.4 Actuated g/C Ratio 0.25 0.05 0.23 0.15 0.44 0.58 0.27 0.27 0.56 0.48 0.48 v/c Ratio 0.32 0.17 1.18 0.11 0.82 0.56 0.65 0.20 0.55 0.91 0.06 Control Delay(s/veh) 36.7 58.9 144.8 40.1 31.6 28.8 43.2 0.7 18.3 40.6 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) 36.7 58.9 144.8 40.1 31.6 28.8 43.2 0.7 18.3 40.6 0.1 LOS D E F D C C D A B D A Approach Delay(s/veh) 39.1 79.3 35.0 35.2 Approach LOS D E C 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: 1.18 Intersection Signal Delay(s/veh):47.9 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 1� 1 01 02 1 0 C 04(R) 05 06 07 1' 08 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) 117 14 451 29 596 117 584 119 328 1344 51 v/c Ratio 0.32 0.17 1.18 0.11 0.82 0.56 0.65 0.20 0.55 0.91 0.06 Control Delay(s/veh) 36.7 58.9 144.8 40.1 31.6 28.8 43.2 0.7 18.3 40.6 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) 36.7 58.9 144.8 40.1 31.6 28.8 43.2 0.7 18.3 40.6 0.1 Queue Length 50th(ft) 75 11 -418 20 305 30 195 0 99 447 0 Queue Length 95th(ft) 110 33 #622 43 375 103 293 0 225 #775 0 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 95 235 160 235 160 Base Capacity(vph) 363 235 383 558 723 210 896 605 597 1474 822 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 0.32 0.06 1.18 0.05 0.82 0.56 0.65 0.20 0.55 0.91 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 1644 1765 1471 1676 3288 1515 1660 3081 1500 Flt Permitted 0.74 1.00 0.95 1.00 1.00 0.07 1.00 1.00 0.26 1.00 1.00 Satd. Flow(perm) 1303 1765 1644 1765 1471 131 3288 1515 452 3081 1500 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.93 0.93 0.90 0.90 0.92 Adj. Flow(vph) 117 14 0 451 29 596 117 584 119 328 1344 51 RTOR Reduction(vph) 0 0 0 0 0 76 0 0 90 0 0 28 Lane Group Flow(vph) 117 14 0 451 29 520 117 584 29 328 1344 23 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) 29.6 2.6 28.0 15.4 49.6 64.4 29.2 29.2 63.4 53.9 53.9 Effective Green,g(s) 29.6 2.6 28.0 15.4 49.6 64.4 29.2 29.2 63.4 53.9 53.9 Actuated g/C Ratio 0.25 0.02 0.23 0.13 0.41 0.54 0.24 0.24 0.53 0.45 0.45 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) 365 38 383 226 693 205 800 368 583 1383 673 vls Ratio Prot 0.04 0.01 c0.27 0.02 c0.21 0.05 0.18 0.16 c0.44 v/s Ratio Perm 0.04 0.14 0.26 0.02 0.14 0.02 vlc Ratio 0.32 0.37 1.18 0.13 0.75 0.57 0.73 0.08 0.56 0.97 0.03 Uniform Delay,dl 36.6 57.9 46.0 46.4 29.9 21.5 41.8 35.0 17.6 32.3 18.5 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 0.2 2.2 103.9 0.1 3.9 2.4 5.8 0.4 0.7 18.3 0.1 Delay(s) 36.8 60.1 149.9 46.4 33.8 23.8 47.6 35.4 18.4 50.6 18.6 Level of Service D E F D C C D D B D B Approach Delay(slveh) 39.3 82.8 42.4 43.6 Approach LOS D F D D Intersection Summary HCM 2000 Control Delay(s/veh) 54.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.12 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 1744 1772 1744 1772 1744 1786 1758 1646 1772 Adj Flow Rate,veh/h 117 14 0 451 29 596 117 584 119 328 1344 51 Peak Hour Factor 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.93 0.93 0.90 0.90 0.92 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 375 221 188 388 561 705 130 849 388 400 1199 576 Arrive On Green 0.04 0.13 0.00 0.23 0.32 0.32 0.04 0.26 0.26 0.16 0.38 0.38 Sat Flow,veh/h 1688 1772 1502 1661 1772 1478 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 117 14 0 451 29 596 117 584 119 328 1344 51 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1661 1772 1478 1688 1657 1514 1674 1563 1502 Q Serve(g_s),s 5.0 0.8 0.0 28.0 1.4 38.0 5.0 19.1 7.6 17.1 46.0 2.6 Cycle Q Clear(g_c),s 5.0 0.8 0.0 28.0 1.4 38.0 5.0 19.1 7.6 17.1 46.0 2.6 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 375 221 188 388 561 705 130 849 388 400 1199 576 V/C Ratio(X) 0.31 0.06 0.00 1.16 0.05 0.85 0.90 0.69 0.31 0.82 1.12 0.09 Avail Cap(c_a),veh/h 375 236 200 388 561 705 130 849 388 453 1199 576 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 26.7 46.3 0.0 46.0 28.5 27.5 30.9 40.3 36.0 28.1 37.0 23.6 Incr Delay(d2),s/veh 0.2 0.0 0.0 98.4 0.0 8.8 48.1 4.5 2.0 9.1 66.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.3 0.4 0.0 21.7 0.6 15.6 3.7 8.1 3.0 7.5 27.5 0.9 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 26.9 46.3 0.0 144.4 28.5 36.3 79.0 44.8 38.1 37.1 103.1 23.9 LnGrp LOS C D F C D E D D D F C Approach Vol,veh/h 131 1076 820 1723 Approach Delay,s/veh 29.0 81.4 48.7 88.2 Approach LOS C F D F Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 11.0 45.0 11.0 53.0 34.0 22.0 26.3 37.7 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 5.0 38.0 5.0 46.0 28.0 *16 23.0 27.0 Max Q Clear Time(g_c+I1),s 7.0 40.0 7.0 48.0 30.0 2.8 19.1 21.1 Green Ext Time(p-c),s 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.4 Intersection Summary HCM 7th Control Delay,s/veh 75.6 HCM 7th LOS E 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 1.9 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 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 161 0 828 1683 96 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 889 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 0 286 0 - - Stage 1 0 - 0 - Stage 2 0 - 0 - - - Platoon blocked, % - Mov Cap-1 Maneuver - 286 - - - - Mov Cap-2 Maneuver - - - - Stage 1 - - - - - Stage 2 - - - Approach EB NB SB HCM Control Delay,s/v32.58 0 0 HCM LOS D Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity(veh/h) 286 HCM Lane V/C Ratio 0.562 HCM Control Delay(s/veh) 32.6 HCM Lane LOS D HCM 95th%tile Q(veh) 3.2 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 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 0 197 0 0 132 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1 0 395 1 Stage 1 - - - - 1 - Stage 2 - - 393 - 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 610 1083 Stage 1 - - 1022 - Stage 2 - - 682 - Platoon blocked, % - Mov Cap-1 Maneuver - 1622 536 1083 Mov Cap-2 Maneuver - - 540 - Stage 1 - - 1022 Stage 2 - 599 Approach EB WB NB HCM Control Delay,s/v 0 7.53 8.78 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 1083 - 1622 HCM Lane V/C Ratio 0.121 - 0.121 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 'I NV5-3124077.00 Icy, Y 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) 11.0 25.0 25.0 24.0 11.0 25.0 25.0 12.0 25.0 Total Split(s) 16.0 25.0 25.0 34.0 12.0 62.0 62.0 58.0 108.0 Total Split(%) 9.4% 14.7% 14.7% 20.0% 7.1% 36.5% 36.5% 34.1% 63.5% 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) 1.0 2.0 2.0 1.0 1.0 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) 6.0 7.0 7.0 6.0 6.0 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) 19.8 6.3 20.6 9.8 126.2 80.8 80.8 124.2 117.2 Actuated g/C Ratio 0.12 0.04 0.12 0.06 0.74 0.48 0.48 0.73 0.69 v/c Ratio 0.79 0.26 0.39 0.39 0.23 0.54 0.37 0.75 0.26 Control Delay(s/veh) 97.4 88.7 69.7 2.0 6.1 35.2 13.1 25.6 11.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 97.4 88.7 69.7 2.0 6.1 35.2 13.1 25.6 11.0 LOS F F E A A D B C B Approach Delay(s/veh) 96.4 26.8 17.6 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:0.79 Intersection Signal Delay(s/veh):26.6 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 1 � 04(R) 1 05 06 � 07 � 08 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) 138 17 77 217 138 839 306 462 551 v/c Ratio 0.79 0.26 0.39 0.39 0.23 0.54 0.37 0.75 0.26 Control Delay(s/veh) 97.4 88.7 69.7 2.0 6.1 35.2 13.1 25.6 11.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 97.4 88.7 69.7 2.0 6.1 35.2 13.1 25.6 11.0 Queue Length 50th(ft) 144 19 78 0 33 344 72 214 114 Queue Length 95th(ft) 212 48 129 0 62 494 179 376 171 Internal Link Dist(ft) 500 317 1010 Turn Bay Length(ft) 100 95 235 160 235 Base Capacity(vph) 175 186 222 661 608 1563 821 692 2123 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 0.79 0.09 0.35 0.33 0.23 0.54 0.37 0.67 0.26 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) 6.0 7.0 7.0 6.0 6.0 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 0.93 1.00 0.43 1.00 1.00 0.24 1.00 Satd. Flow(perm) 1336 1765 1610 1471 762 3288 1515 415 3081 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.94 0.94 0.90 0.90 0.92 Adj. Flow(vph) 138 17 0 77 0 217 138 839 306 462 551 0 RTOR Reduction(vph) 0 0 0 0 0 201 0 0 104 0 0 0 Lane Group Flow(vph) 138 17 0 77 0 16 138 839 202 462 551 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) 22.6 4.3 20.6 12.6 122.4 78.0 78.0 121.4 114.4 Effective Green,g(s) 22.6 4.3 20.6 12.6 122.4 78.0 78.0 121.4 114.4 Actuated g/C Ratio 0.13 0.03 0.12 0.07 0.72 0.46 0.46 0.71 0.67 Clearance Time(s) 6.0 7.0 7.0 6.0 6.0 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) 197 44 198 109 591 1508 695 614 2073 vls Ratio Prot c0.04 0.01 0.04 0.01 0.26 c0.19 0.18 v/s Ratio Perm c0.05 0.01 0.01 0.16 0.13 c0.35 vlc Ratio 0.70 0.39 0.39 0.15 0.23 0.56 0.29 0.75 0.27 Uniform Delay,dl 69.7 81.6 68.9 73.7 7.3 33.4 28.7 19.4 11.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 8.8 2.0 0.5 0.2 0.1 1.5 1.1 4.6 0.3 Delay(s) 78.6 83.6 69.3 73.9 7.4 34.9 29.8 24.0 11.4 Level of Service E F E E A C C C B Approach Delay(slveh) 79.1 72.7 30.7 17.1 Approach LOS E 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 0.75 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 138 17 0 77 0 217 138 839 306 462 551 0 Peak Hour Factor 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.94 0.94 0.90 0.90 0.92 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 325 283 240 334 278 232 538 1437 656 481 1863 895 Arrive On Green 0.06 0.16 0.00 0.05 0.00 0.16 0.04 0.43 0.43 0.19 0.60 0.00 Sat Flow,veh/h 1688 1772 1502 1661 1772 1478 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 138 17 0 77 0 217 138 839 306 462 551 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 10.0 1.4 0.0 6.5 0.0 24.7 5.6 32.6 24.4 29.9 14.7 0.0 Cycle Q Clear(g_c),s 10.0 1.4 0.0 6.5 0.0 24.7 5.6 32.6 24.4 29.9 14.7 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 325 283 240 334 278 232 538 1437 656 481 1863 895 V/C Ratio(X) 0.43 0.06 0.00 0.23 0.00 0.93 0.26 0.58 0.47 0.96 0.30 0.00 Avail Cap(c_a),veh/h 325 283 240 426 292 243 538 1437 656 662 1863 895 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 57.0 60.6 0.0 55.6 0.0 70.8 13.4 36.5 34.2 35.2 16.9 0.0 Incr Delay(d2),s/veh 0.3 0.0 0.0 0.1 0.0 38.4 0.1 1.7 2.4 19.4 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 5.1 0.6 0.0 2.7 0.0 11.7 2.1 13.4 9.3 21.8 5.3 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 57.3 60.6 0.0 55.8 0.0 109.2 13.4 38.2 36.5 54.6 17.3 0.0 LnGrp LOS E E E F B D D D B Approach Vol,veh/h 155 294 1283 1013 Approach Delay,s/veh 57.7 95.2 35.2 34.3 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 34.1 12.0 108.3 16.0 33.7 39.6 80.7 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 18.0 18.0 6.0 101.0 10.0 *28 51.0 55.0 Max Q Clear Time(g_c+I1),s 8.5 3.4 7.6 16.7 12.0 26.7 31.9 34.6 Green Ext Time(p-c),s 0.0 0.0 0.0 2.3 0.0 0.1 0.6 4.0 Intersection Summary HCM 7th Control Delay,s/veh 42.5 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 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 1172 375 316 Future Vol,veh/h 0 174 0 1172 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 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 189 0 1274 408 343 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 376 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 0 622 0 - Stage 1 0 - 0 Stage 2 0 - 0 Platoon blocked, % Mov Cap-1 Maneuver - 622 - Mov Cap-2 Maneuver Stage 1 - Stage 2 Approach EB NB SB HCM Control Delay,s/v 13.3 0 0 HCM LOS B Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity(veh/h) 622 HCM Lane V/C Ratio 0.304 HCM Control Delay(s/veh) 13.3 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 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 154 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 8.87 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity(veh/h) 1083 - - HCM Lane V/C Ratio 0.142 - 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) 11.0 24.0 24.0 22.0 11.0 24.0 24.0 12.0 24.0 Total Split(s) 11.0 24.0 26.0 39.0 11.0 37.0 37.0 33.0 59.0 Total Split(%) 9.2% 20.0% 21.7% 32.5% 9.2% 30.8% 30.8% 27.5% 49.2% 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) 1.0 2.0 2.0 1.0 1.0 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) 6.0 7.0 7.0 6.0 6.0 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) 24.9 10.5 27.1 19.9 71.1 50.0 50.0 69.1 61.6 Actuated g/C Ratio 0.21 0.09 0.23 0.17 0.59 0.42 0.42 0.58 0.51 v/c Ratio 0.40 0.09 1.36 0.93 0.64 0.43 0.15 0.63 0.88 Control Delay(s/veh) 38.9 49.2 212.5 31.5 36.0 29.7 0.4 18.3 35.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 38.9 49.2 212.5 31.5 36.0 29.7 0.4 18.3 35.8 LOS D D F C D C A B D Approach Delay(s/veh) 40.0 26.3 32.5 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: 135 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.36 Intersection Signal Delay(s/veh):54.3 Intersection LOS: D Intersection Capacity Utilization 90.8% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 7:Ten Mile Road&Overland Road 01 02 L 0 C 04(R) 1 05 9 06 1 %4 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) 117 14 480 596 117 584 119 328 1397 v/c Ratio 0.40 0.09 1.36 0.93 0.64 0.43 0.15 0.63 0.88 Control Delay(s/veh) 38.9 49.2 212.5 31.5 36.0 29.7 0.4 18.3 35.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 38.9 49.2 212.5 31.5 36.0 29.7 0.4 18.3 35.8 Queue Length 50th(ft) 73 10 -451 97 33 166 0 106 500 Queue Length 95th(ft) 106 30 #472 248 #166 284 0 213 #757 Internal Link Dist(ft) 500 317 1010 Turn Bay Length(ft) 100 95 235 160 235 Base Capacity(vph) 291 250 354 751 184 1369 790 605 1581 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 0.40 0.06 1.36 0.79 0.64 0.43 0.15 0.54 0.88 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 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) 6.0 7.0 7.0 6.0 6.0 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 0.07 1.00 1.00 0.35 1.00 Satd. Flow(perm) 1336 1765 1295 1471 125 3288 1515 618 3081 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.93 0.93 0.90 0.90 0.92 Adj. Flow(vph) 117 14 0 480 0 596 117 584 119 328 1397 0 RTOR Reduction(vph) 0 0 0 0 0 382 0 0 74 0 0 0 Lane Group Flow(vph) 117 14 0 480 0 214 117 584 45 328 1397 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) 29.1 5.7 27.1 24.1 65.9 45.8 45.8 64.9 57.4 Effective Green,g(s) 29.1 5.7 27.1 24.1 65.9 45.8 45.8 64.9 57.4 Actuated g/C Ratio 0.24 0.05 0.23 0.20 0.55 0.38 0.38 0.54 0.48 Clearance Time(s) 6.0 7.0 7.0 6.0 6.0 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) 338 83 354 295 178 1254 578 500 1473 vls Ratio Prot 0.01 0.01 c0.24 0.05 0.18 c0.10 c0.45 v/s Ratio Perm 0.07 c0.06 0.15 0.31 0.03 0.25 vlc Ratio 0.35 0.17 1.36 0.73 0.66 0.47 0.08 0.66 0.95 Uniform Delay,dl 37.1 54.9 45.9 44.9 21.5 27.9 23.6 16.3 29.9 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 0.4 177.6 7.3 6.5 1.2 0.3 2.4 14.0 Delay(s) 37.3 55.2 223.6 52.2 28.0 29.1 23.9 18.6 43.9 Level of Service D E F D C C C B D Approach Delay(slveh) 39.2 128.6 28.2 39.1 Approach LOS D F C D Intersection Summary HCM 2000 Control Delay(s/veh) 62.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.08 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 90.8% 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 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 1744 1772 1744 1772 1744 1786 1758 1646 1772 Adj Flow Rate,veh/h 117 14 0 480 0 596 117 584 119 328 1397 0 Peak Hour Factor 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.93 0.93 0.90 0.90 0.92 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 356 266 225 520 487 406 298 2134 975 618 2190 1052 Arrive On Green 0.04 0.15 0.00 0.16 0.00 0.28 0.04 0.64 0.64 0.09 0.70 0.00 Sat Flow,veh/h 1688 1772 1502 1661 1772 1478 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 117 14 0 480 0 596 117 584 119 328 1397 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 5.0 0.8 0.0 19.0 0.0 33.0 2.3 9.1 3.6 7.8 29.0 0.0 Cycle Q Clear(g_c),s 5.0 0.8 0.0 19.0 0.0 33.0 2.3 9.1 3.6 7.8 29.0 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 356 266 225 520 487 406 298 2134 975 618 2190 1052 V/C Ratio(X) 0.33 0.05 0.00 0.92 0.00 1.47 0.39 0.27 0.12 0.53 0.64 0.00 Avail Cap(c_a),veh/h 356 266 225 520 487 406 300 2134 975 832 2190 1052 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 30.2 43.7 0.0 41.4 0.0 43.5 10.2 9.2 8.2 6.2 9.7 0.0 Incr Delay(d2),s/veh 0.2 0.0 0.0 21.8 0.0 223.0 0.3 0.3 0.3 0.3 1.4 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 2.4 0.4 0.0 8.1 0.0 36.7 0.9 3.0 1.1 2.2 8.6 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 30.4 43.7 0.0 63.2 0.0 266.5 10.5 9.5 8.5 6.5 11.2 0.0 LnGrp LOS C D E F B A A A B Approach Vol,veh/h 131 1076 820 1725 Approach Delay,s/veh 31.8 175.8 9.5 10.3 Approach LOS C F A B Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 26.0 25.0 10.9 91.9 11.0 40.0 17.4 85.4 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 19.0 17.0 5.0 52.0 5.0 *33 26.0 30.0 Max Q Clear Time(g_c+I1),s 21.0 2.8 4.3 31.0 7.0 35.0 9.8 11.1 Green Ext Time(p-c),s 0.0 0.0 0.0 6.8 0.0 0.0 0.4 2.4 Intersection Summary HCM 7th Control Delay,s/veh 58.3 HCM 7th LOS E 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 3) HCM 7th TWSC Overland C-Store TIS 8: Ten Mile Road &Access 1 2025 Build PM(Alternative 3) Intersection Int Delay,s/veh 2.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt t Traffic Vol,veh/h 0 148 0 735 1528 269 Future Vol,veh/h 0 148 0 735 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 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 161 0 799 1661 292 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 977 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 0 250 0 - - Stage 1 0 - 0 - Stage 2 0 - 0 - - - Platoon blocked, % - Mov Cap-1 Maneuver - 250 - - - - Mov Cap-2 Maneuver - - - - Stage 1 - - - - - Stage 2 - - - Approach EB NB SB HCM Control Delay,s/v42.05 0 0 HCM LOS E Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity(veh/h) 250 HCM Lane V/C Ratio 0.643 HCM Control Delay(s/veh) 42 HCM Lane LOS E HCM 95th%tile Q(veh) 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 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 132 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 8.78 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity(veh/h) 1083 - - HCM Lane V/C Ratio 0.121 - 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 'I NV5-3124077.00 Icy, Y 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) 11.0 25.0 25.0 24.0 25.0 25.0 12.0 25.0 11.0 Total Split(s) 16.0 25.0 25.0 34.0 62.0 62.0 58.0 109.0 11.0 Total Split(%) 9.4% 14.7% 14.7% 20.0% 36.5% 36.5% 34.1% 64.1% 6% 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) 1.0 2.0 2.0 1.0 2.0 2.0 2.0 2.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 7.0 7.0 6.0 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) 19.8 6.3 20.6 9.8 80.9 80.9 124.2 131.2 Actuated g/C Ratio 0.12 0.04 0.12 0.06 0.48 0.48 0.73 0.77 v/c Ratio 0.79 0.26 0.39 0.38 0.54 0.37 0.75 0.23 Control Delay(s/veh) 97.4 88.7 69.7 2.0 35.1 13.0 25.4 6.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 97.4 88.7 69.7 2.0 35.1 13.0 25.4 6.0 LOS F F E A D B C A Approach Delay(s/veh) 96.4 29.2 14.9 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:0.79 Intersection Signal Delay(s/veh):26.6 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 llillc 04(R) s 1 05 Ob 07 1 08 INN 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) 138 17 77 214 838 306 462 551 v/c Ratio 0.79 0.26 0.39 0.38 0.54 0.37 0.75 0.23 Control Delay(s/veh) 97.4 88.7 69.7 2.0 35.1 13.0 25.4 6.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 97.4 88.7 69.7 2.0 35.1 13.0 25.4 6.0 Queue Length 50th(ft) 144 19 78 0 343 72 212 80 Queue Length 95th(ft) 212 48 129 0 492 179 375 121 Internal Link Dist(ft) 500 317 1010 Turn Bay Length(ft) 100 95 160 235 Base Capacity(vph) 175 186 222 661 1565 822 693 2377 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 0.79 0.09 0.35 0.32 0.54 0.37 0.67 0.23 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) 6.0 7.0 7.0 6.0 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 0.93 1.00 1.00 1.00 0.24 1.00 Satd. Flow(perm) 1336 1765 1610 1471 3288 1515 416 3081 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.94 0.94 0.90 0.90 0.92 Adj. Flow(vph) 138 17 0 77 0 214 0 838 306 462 551 0 RTOR Reduction(vph) 0 0 0 0 0 198 0 0 104 0 0 0 Lane Group Flow(vph) 138 17 0 77 0 16 0 838 202 462 551 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) 22.6 4.3 20.6 12.6 78.1 78.1 121.4 128.4 Effective Green,g(s) 22.6 4.3 20.6 12.6 78.1 78.1 121.4 128.4 Actuated g/C Ratio 0.13 0.03 0.12 0.07 0.46 0.46 0.71 0.76 Clearance Time(s) 6.0 7.0 7.0 6.0 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) 197 44 198 109 1510 696 613 2327 vls Ratio Prot c0.04 0.01 0.04 0.25 c0.19 0.18 v/s Ratio Perm c0.05 0.01 0.01 0.13 c0.35 vlc Ratio 0.70 0.39 0.39 0.15 0.55 0.29 0.75 0.24 Uniform Delay,d1 69.7 81.6 68.9 73.7 33.3 28.7 19.3 6.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 8.8 2.0 0.5 0.2 1.5 1.1 4.7 0.2 Delay(s) 78.6 83.6 69.3 73.9 34.8 29.7 23.9 6.4 Level of Service E F E E C C C A Approach Delay(slveh) 79.1 72.7 33.4 14.4 Approach LOS E E C B Intersection Summary HCM 2000 Control Delay(s/veh) 33.1 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) 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 138 17 0 77 0 214 0 838 306 462 551 0 Peak Hour Factor 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.94 0.94 0.90 0.90 0.92 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 323 279 237 332 275 229 555 1449 662 481 2090 1004 Arrive On Green 0.06 0.16 0.00 0.05 0.00 0.16 0.00 0.44 0.44 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 138 17 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 10.0 1.4 0.0 6.5 0.0 24.3 0.0 32.4 24.2 29.7 12.1 0.0 Cycle Q Clear(g_c),s 10.0 1.4 0.0 6.5 0.0 24.3 0.0 32.4 24.2 29.7 12.1 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 323 279 237 332 275 229 555 1449 662 481 2090 1004 V/C Ratio(X) 0.43 0.06 0.00 0.23 0.00 0.93 0.00 0.58 0.46 0.96 0.26 0.00 Avail Cap(c_a),veh/h 323 279 237 424 292 243 604 1449 662 665 2090 1004 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 57.2 60.9 0.0 55.9 0.0 70.9 0.0 36.0 33.7 34.8 11.4 0.0 Incr Delay(d2),s/veh 0.3 0.0 0.0 0.1 0.0 37.8 0.0 1.7 2.3 19.3 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 5.1 0.6 0.0 2.7 0.0 11.5 0.0 13.2 9.3 21.8 4.1 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 57.6 60.9 0.0 56.0 0.0 108.7 0.0 37.7 36.1 54.1 11.7 0.0 LnGrp LOS E E E F D D D B Approach Vol,veh/h 155 291 1144 1013 Approach Delay,s/veh 57.9 94.8 37.3 31.0 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 33.8 0.0 120.6 16.0 33.4 39.3 81.3 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 18.0 18.0 5.0 102.0 10.0 *28 51.0 55.0 Max Q Clear Time(g_c+I1),s 8.5 3.4 0.0 14.1 12.0 26.3 31.7 34.4 Green Ext Time(p-c),s 0.0 0.0 0.0 2.3 0.0 0.1 0.6 4.0 Intersection Summary HCM 7th Control Delay,s/veh 42.5 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 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 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 189 138 1171 408 205 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 307 613 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 0 689 962 - Stage 1 0 - - Stage 2 0 - - Platoon blocked, % Mov Cap-1 Maneuver - 689 962 Mov Cap-2 Maneuver Stage 1 - Stage 2 Approach EB NB SB HCM Control Delay,s/v12.18 0.99 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 962 - 689 - HCM Lane V/C Ratio 0.143 - 0.274 - HCM Control Delay(s/veh) 9.4 - 12.2 - HCM Lane LOS A - B - HCM 95th%tile Q(veh) 0.5 - 1.1 - 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 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 154 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 8.87 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity(veh/h) 1083 - - HCM Lane V/C Ratio 0.142 - 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) 11.0 24.0 24.0 22.0 24.0 24.0 12.0 24.0 11.0 Total Split(s) 11.0 24.0 26.0 39.0 37.0 37.0 33.0 59.0 11.0 Total Split(%) 9.2% 20.0% 21.7% 32.5% 30.8% 30.8% 27.5% 49.2% 9% 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) 1.0 2.0 2.0 1.0 2.0 2.0 2.0 2.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 7.0 7.0 6.0 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) 24.4 10.4 26.6 19.4 50.5 50.5 69.6 76.6 Actuated g/C Ratio 0.20 0.09 0.22 0.16 0.42 0.42 0.58 0.64 v/c Ratio 0.41 0.09 1.37 0.92 0.42 0.15 0.62 0.71 Control Delay(s/veh) 39.5 49.5 220.6 30.8 29.3 0.4 17.9 19.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 39.5 49.5 220.6 30.8 29.3 0.4 17.9 19.1 LOS D D F C C A B B Approach Delay(s/veh) 40.6 24.4 18.9 Approach LOS D C B Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 135 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.37 Intersection Signal Delay(s/veh):49.3 Intersection LOS: D Intersection Capacity Utilization 88.5% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 10:Ten Mile Road&Overland Road 01 1 -002 L 0 1) 04(R) 1 05 906 1 %4 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) 117 14 478 591 583 119 328 1397 v/c Ratio 0.41 0.09 1.37 0.92 0.42 0.15 0.62 0.71 Control Delay(s/veh) 39.5 49.5 220.6 30.8 29.3 0.4 17.9 19.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 39.5 49.5 220.6 30.8 29.3 0.4 17.9 19.1 Queue Length 50th(ft) 74 10 -457 91 163 0 103 340 Queue Length 95th(ft) 106 30 #471 240 283 0 213 590 Internal Link Dist(ft) 500 317 1010 Turn Bay Length(ft) 100 95 160 235 Base Capacity(vph) 285 250 348 751 1383 795 609 1966 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 0.41 0.06 1.37 0.79 0.42 0.15 0.54 0.71 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 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) 6.0 7.0 7.0 6.0 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 0.36 1.00 Satd. Flow(perm) 1336 1765 1295 1471 3288 1515 622 3081 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.93 0.93 0.90 0.90 0.92 Adj. Flow(vph) 117 14 0 478 0 591 0 583 119 328 1397 0 RTOR Reduction(vph) 0 0 0 0 0 385 0 0 73 0 0 0 Lane Group Flow(vph) 117 14 0 478 0 206 0 583 46 328 1397 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) 28.6 5.6 26.6 23.6 46.3 46.3 65.4 72.4 Effective Green,g(s) 28.6 5.6 26.6 23.6 46.3 46.3 65.4 72.4 Actuated g/C Ratio 0.24 0.05 0.22 0.20 0.39 0.39 0.55 0.60 Clearance Time(s) 6.0 7.0 7.0 6.0 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) 332 82 348 289 1268 584 504 1858 vls Ratio Prot 0.01 0.01 c0.24 0.18 0.10 c0.45 v/s Ratio Perm 0.07 c0.06 0.14 0.03 0.25 vlc Ratio 0.35 0.17 1.37 0.71 0.46 0.08 0.65 0.75 Uniform Delay,d1 37.5 55.0 46.2 45.0 27.5 23.3 16.0 17.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.2 0.4 185.4 6.8 1.2 0.3 2.3 2.9 Delay(s) 37.7 55.3 231.6 51.8 28.7 23.6 18.3 20.1 Level of Service D E F D C C B C Approach Delay(slveh) 39.6 132.2 27.8 19.8 Approach LOS D F C B Intersection Summary HCM 2000 Control Delay(s/veh) 55.2 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.99 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 88.5% 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 1744 1772 1744 1772 1744 1786 1758 1646 1772 Adj Flow Rate,veh/h 117 14 0 478 0 591 0 583 119 328 1397 0 Peak Hour Factor 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.93 0.93 0.90 0.90 0.92 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 357 266 225 520 487 406 110 1017 465 431 1615 776 Arrive On Green 0.04 0.15 0.00 0.16 0.00 0.28 0.00 0.31 0.31 0.15 0.52 0.00 Sat Flow,veh/h 1688 1772 1502 1661 1772 1478 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 117 14 0 478 0 591 0 583 119 328 1397 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 5.0 0.8 0.0 19.0 0.0 33.0 0.0 17.8 7.1 15.8 46.8 0.0 Cycle Q Clear(g_c),s 5.0 0.8 0.0 19.0 0.0 33.0 0.0 17.8 7.1 15.8 46.8 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 357 266 225 520 487 406 110 1017 465 431 1615 776 V/C Ratio(X) 0.33 0.05 0.00 0.92 0.00 1.45 0.00 0.57 0.26 0.76 0.86 0.00 Avail Cap(c_a),veh/h 357 266 225 520 487 406 179 1017 465 540 1615 776 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 30.2 43.7 0.0 41.3 0.0 43.5 0.0 35.0 31.3 24.3 25.3 0.0 Incr Delay(d2),s/veh 0.2 0.0 0.0 21.1 0.0 217.7 0.0 2.3 1.3 3.6 6.4 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 2.4 0.4 0.0 7.9 0.0 36.1 0.0 7.2 2.7 6.3 17.3 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 30.4 43.7 0.0 62.4 0.0 261.2 0.0 37.3 32.6 27.8 31.8 0.0 LnGrp LOS C D E F D C C C Approach Vol,veh/h 131 1069 702 1725 Approach Delay,s/veh 31.8 172.3 36.5 31.0 Approach LOS C F D C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 26.0 25.0 0.0 69.0 11.0 40.0 25.2 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 19.0 17.0 5.0 52.0 5.0 *33 26.0 30.0 Max Q Clear Time(g_c+I1),s 21.0 2.8 0.0 48.8 7.0 35.0 17.8 19.8 Green Ext Time(p-c),s 0.0 0.0 0.0 2.0 0.0 0.0 0.3 1.9 Intersection Summary HCM 7th Control Delay,s/veh 73.8 HCM 7th LOS E 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 4) HCM 7th TWSC Overland C-Store TIS 11: Ten Mile Road &Access 1 2025 Build PM(Alternative 4) Intersection Int Delay,s/veh 2.9 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 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 161 117 711 1661 175 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 918 1836 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 0 274 328 - - - Stage 1 0 - - - Stage 2 0 - - - - - Platoon blocked, % - Mov Cap-1 Maneuver - 274 328 - - - Mov Cap-2 Maneuver - - - - Stage 1 - - - - - Stage 2 - - - Approach EB NB SB HCM Control Delay,s/v35.27 3.11 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 328 - 274 - HCM Lane V/C Ratio 0.358 - 0.587 - HCM Control Delay(s/veh) 22 - 35.3 - HCM Lane LOS C - E - HCM 95th%tile Q(veh) 1.6 - 3.4 - 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 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 132 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 8.78 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity(veh/h) 1083 - - HCM Lane V/C Ratio 0.121 - 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 'I NV5-3124077.00 Icy, Y 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*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 pm+ov NA Perm D.P+P NA Protected Phases 6 7 8 7 4 Permitted Phases 6 8 8 Detector Phase 6 7 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 12.0 25.0 25.0 12.0 25.0 Total Split(s) 25.0 57.0 68.0 68.0 57.0 125.0 Total Split(%) 16.7% 38.0% 45.3% 45.3% 38.0% 83.3% 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 Lead Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None Max Max None C-Max Act Effct Green(s) 7.2 47.3 88.7 88.7 124.2 132.6 Actuated g/C Ratio 0.05 0.32 0.59 0.59 0.83 0.88 v/c Ratio 0.39 0.25 0.46 0.30 0.70 0.19 Control Delay(s/veh) 76.1 18.8 20.5 7.9 15.7 1.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 76.1 18.8 20.5 7.9 15.7 1.8 LOS E B C A B A Approach Delay(s/veh) 31.1 17.4 8.4 Approach LOS C B A 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:0.70 Intersection Signal Delay(s/veh): 15.4 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 i 04(R) 06 � 07 �T 0J8 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) 60 219 903 295 460 513 v/c Ratio 0.39 0.25 0.46 0.30 0.70 0.19 Control Delay(s/veh) 76.1 18.8 20.5 7.9 15.7 1.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 76.1 18.8 20.5 7.9 15.7 1.8 Queue Length 50th(ft) 29 47 264 47 103 34 Queue Length 95th(ft) 51 65 392 126 214 48 Internal Link Dist(ft) 1129 1167 1010 Turn Bay Length(ft) 150 95 160 235 Base Capacity(vph) 382 1125 1943 971 796 2723 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 0.16 0.19 0.46 0.30 0.58 0.19 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*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 0.88 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 2589 3288 1515 1660 3081 Flt Permitted 0.95 1.00 1.00 1.00 0.26 1.00 Satd. Flow(perm) 3190 2589 3288 1515 454 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 71 0 78 0 0 Lane Group Flow(vph) 60 148 903 217 460 513 Heavy Vehicles(%) 4% 4% 4% 1% 3% 11% Turn Type Prot pm+ov NA Perm D.P+P NA Protected Phases 6 7 8 7 4 Permitted Phases 6 8 8 Actuated Green, G(s) 6.2 41.7 87.3 87.3 122.8 129.8 Effective Green,g(s) 6.2 41.7 87.3 87.3 122.8 129.8 Actuated g/C Ratio 0.04 0.28 0.58 0.58 0.82 0.87 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) 131 840 1913 881 657 2666 vls Ratio Prot c0.02 0.04 0.27 c0.17 0.17 v/s Ratio Perm 0.02 0.14 c0.41 vlc Ratio 0.46 0.18 0.47 0.25 0.70 0.19 Uniform Delay,dl 70.3 41.1 18.1 15.3 8.5 1.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.9 0.0 0.8 0.7 2.8 0.2 Delay(s) 71.2 41.2 18.9 16.0 11.3 1.8 Level of Service E D B B B A Approach Delay(slveh) 47.6 18.2 6.3 Approach LOS D B A Intersection Summary HCM 2000 Control Delay(s/veh) 16.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.69 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*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 286 521 2186 999 481 2558 Arrive On Green 0.09 0.09 0.66 0.66 0.11 0.82 Sat Flow,veh/h 3222 2601 3400 1514 1674 3209 Grp Volume(v),veh/h 60 219 903 295 460 513 Grp Sat Flow(s),veh/h/In 1611 1300 1657 1514 1674 1563 Q Serve(g_s),s 2.6 11.0 19.1 12.4 14.1 5.4 Cycle Q Clear(g_c),s 2.6 11.0 19.1 12.4 14.1 5.4 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 286 521 2186 999 481 2558 V/C Ratio(X) 0.21 0.42 0.41 0.30 0.96 0.20 Avail Cap(c_a),veh/h 387 602 2186 999 853 2558 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 63.5 52.4 11.9 10.8 17.6 3.0 Incr Delay(d2),s/veh 0.1 0.2 0.6 0.8 8.6 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 1.1 8.2 6.8 4.1 12.2 1.3 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 63.6 52.6 12.5 11.5 26.2 3.1 LnGrp LOS E D B B C A Approach Vol,veh/h 279 1198 973 Approach Delay,s/veh 55.0 12.3 14.0 Approach LOS D B B Timer-Assigned Phs 4 6 7 8 Phs Duration(G+Y+Rc),s 129.7 20.3 23.7 106.0 Change Period(Y+Rc),s 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 118.0 18.0 50.0 61.0 Max Q Clear Time(g_c+I1),s 7.4 13.0 16.1 21.1 Green Ext Time(p-c),s 2.1 0.3 0.6 4.7 Intersection Summary HCM 7th Control Delay,s/veh 17.8 HCM 7th LOS B 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*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 pm+ov NA Perm D.P+P NA Protected Phases 2 7 8 7 4 Permitted Phases 2 8 8 Detector Phase 2 7 8 8 7 4 Switch Phase Minimum Initial(s) 8.0 5.0 10.0 10.0 5.0 10.0 Minimum Split(s) 24.0 12.0 24.0 24.0 12.0 24.0 Total Split(s) 45.0 45.0 60.0 60.0 45.0 105.0 Total Split(%) 30.0% 30.0% 40.0% 40.0% 30.0% 70.0% 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 Lead Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None Max Max None C-Max Act Effct Green(s) 25.7 50.6 85.4 85.4 103.3 110.3 Actuated g/C Ratio 0.17 0.34 0.57 0.57 0.69 0.74 v/c Ratio 0.83 0.58 0.34 0.13 0.56 0.58 Control Delay(s/veh) 73.0 29.2 19.8 6.0 11.4 10.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 73.0 29.2 19.8 6.0 11.4 10.9 LOS E C B A B B Approach Delay(s/veh) 48.4 17.7 11.0 Approach LOS D B B 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:0.83 Intersection Signal Delay(s/veh):23.7 Intersection LOS:C Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Road&Ovii erland Road 02 04(R) L 1ssj 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) 451 575 644 115 316 1314 v/c Ratio 0.83 0.58 0.34 0.13 0.56 0.58 Control Delay(s/veh) 73.0 29.2 19.8 6.0 11.4 10.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 73.0 29.2 19.8 6.0 11.4 10.9 Queue Length 50th(ft) 222 187 170 9 91 282 Queue Length 95th(ft) 269 205 274 49 152 396 Internal Link Dist(ft) 1129 1167 1010 Turn Bay Length(ft) 150 95 160 235 Base Capacity(vph) 808 1310 1870 902 731 2265 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 0.56 0.44 0.34 0.13 0.43 0.58 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*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 0.88 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 2589 3288 1515 1660 3081 Flt Permitted 0.95 1.00 1.00 1.00 0.37 1.00 Satd. Flow(perm) 3190 2589 3288 1515 645 3081 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) 0 121 0 40 0 0 Lane Group Flow(vph) 451 454 644 75 316 1314 Heavy Vehicles(%) 4% 4% 4% 1% 3% 11% Turn Type Prot pm+ov NA Perm D.P+P NA Protected Phases 2 7 8 7 4 Permitted Phases 2 8 8 Actuated Green, G(s) 25.7 43.7 85.3 85.3 103.3 110.3 Effective Green,g(s) 25.7 43.7 85.3 85.3 103.3 110.3 Actuated g/C Ratio 0.17 0.29 0.57 0.57 0.69 0.74 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) 546 875 1869 861 565 2265 vls Ratio Prot c0.14 0.06 0.20 0.07 c0.43 v/s Ratio Perm 0.11 0.05 0.32 vlc Ratio 0.83 0.52 0.34 0.09 0.56 0.58 Uniform Delay,dl 60.0 44.4 17.4 14.7 9.4 9.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 9.4 0.2 0.5 0.2 0.7 1.1 Delay(s) 69.4 44.6 17.9 14.9 10.0 10.3 Level of Service E D B B B B Approach Delay(slveh) 55.5 17.4 10.2 Approach LOS E B B Intersection Summary HCM 2000 Control Delay(s/veh) 25.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.66 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*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 1744 1744 1744 1786 1758 1646 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,% 4 4 4 1 3 11 Cap,veh/h 701 824 1800 822 518 2155 Arrive On Green 0.22 0.22 0.54 0.54 0.10 0.69 Sat Flow,veh/h 3222 2601 3400 1514 1674 3209 Grp Volume(v),veh/h 451 575 644 115 316 1314 Grp Sat Flow(s),veh/h/In 1611 1300 1657 1514 1674 1563 Q Serve(g_s),s 19.1 29.1 16.5 5.6 12.5 33.8 Cycle Q Clear(g_c),s 19.1 29.1 16.5 5.6 12.5 33.8 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 701 824 1800 822 518 2155 V/C Ratio(X) 0.64 0.70 0.36 0.14 0.61 0.61 Avail Cap(c_a),veh/h 816 917 1800 822 775 2155 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 53.4 44.9 19.4 16.9 13.5 12.5 Incr Delay(d2),s/veh 0.8 1.6 0.6 0.4 0.4 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 7.7 20.3 6.3 2.0 4.5 11.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 54.2 46.5 20.0 17.3 13.9 13.8 LnGrp LOS D D B B B B Approach Vol,veh/h 1026 759 1630 Approach Delay,s/veh 49.9 19.6 13.8 Approach LOS D B B Timer-Assigned Phs 2 4 7 8 Phs Duration(G+Y+Rc),s 39.6 110.4 21.9 88.5 Change Period(Y+Rc),s 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 38.0 98.0 38.0 53.0 Max Q Clear Time(g_c+I1),s 31.1 35.8 14.5 18.5 Green Ext Time(p-c),s 1.5 7.3 0.4 2.9 Intersection Summary HCM 7th Control Delay,s/veh 25.9 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*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 pm+ov NA Perm D.P+P NA Protected Phases 2 7 8 7 4 Permitted Phases 2 8 8 Detector Phase 2 7 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 12.0 25.0 25.0 12.0 25.0 Total Split(s) 25.0 58.0 67.0 67.0 58.0 125.0 Total Split(%) 16.7% 38.7% 44.7% 44.7% 38.7% 83.3% 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 Lead Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None Max Max None C-Max Act Effct Green(s) 7.2 48.8 87.2 87.2 124.2 132.6 Actuated g/C Ratio 0.05 0.33 0.58 0.58 0.83 0.88 v/c Ratio 0.39 0.24 0.49 0.32 0.70 0.19 Control Delay(s/veh) 76.1 20.8 21.8 8.8 17.9 1.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 76.1 20.8 21.8 8.8 17.9 1.8 LOS E C C A B A Approach Delay(s/veh) 32.6 18.6 9.4 Approach LOS C B A 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:0.70 Intersection Signal Delay(s/veh): 16.6 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 1 04(R) 125 sss 14 07 08 58: 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 0.39 0.24 0.49 0.32 0.70 0.19 Control Delay(s/veh) 76.1 20.8 21.8 8.8 17.9 1.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 76.1 20.8 21.8 8.8 17.9 1.8 Queue Length 50th(ft) 29 51 287 55 129 34 Queue Length 95th(ft) 54 75 420 140 259 50 Internal Link Dist(ft) 1129 1167 1010 Turn Bay Length(ft) 100 95 160 235 Base Capacity(vph) 382 1131 1910 956 789 2723 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 0.15 0.19 0.49 0.32 0.59 0.19 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*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 0.88 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 2589 3288 1515 1660 3081 Flt Permitted 0.95 1.00 1.00 1.00 0.24 1.00 Satd. Flow(perm) 3190 2589 3288 1515 424 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 58 0 78 0 0 Lane Group Flow(vph) 59 159 940 228 462 516 Heavy Vehicles(%) 4% 4% 4% 1% 3% 11% Turn Type Prot pm+ov NA Perm D.P+P NA Protected Phases 2 7 8 7 4 Permitted Phases 2 8 8 Actuated Green, G(s) 6.2 43.2 85.8 85.8 122.8 129.8 Effective Green,g(s) 6.2 43.2 85.8 85.8 122.8 129.8 Actuated g/C Ratio 0.04 0.29 0.57 0.57 0.82 0.87 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) 131 866 1880 866 651 2666 vls Ratio Prot c0.02 0.05 0.29 c0.17 0.17 v/s Ratio Perm 0.02 0.15 c0.41 vlc Ratio 0.45 0.18 0.50 0.26 0.71 0.19 Uniform Delay,d1 70.2 40.1 19.2 16.2 11.8 1.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.9 0.0 1.0 0.7 2.9 0.2 Delay(s) 71.1 40.2 20.2 16.9 14.7 1.8 Level of Service E D C B B A Approach Delay(slveh) 46.8 19.4 7.9 Approach LOS D B A Intersection Summary HCM 2000 Control Delay(s/veh) 17.9 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 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*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 280 553 2145 980 483 2563 Arrive On Green 0.09 0.09 0.65 0.65 0.13 0.82 Sat Flow,veh/h 3222 2601 3400 1514 1674 3209 Grp Volume(v),veh/h 59 217 940 306 462 516 Grp Sat Flow(s),veh/h/In 1611 1300 1657 1514 1674 1563 Q Serve(g_s),s 2.6 10.8 21.0 13.4 16.2 5.3 Cycle Q Clear(g_c),s 2.6 10.8 21.0 13.4 16.2 5.3 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 280 553 2145 980 483 2563 V/C Ratio(X) 0.21 0.39 0.44 0.31 0.96 0.20 Avail Cap(c_a),veh/h 387 639 2145 980 842 2563 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 63.7 50.7 13.0 11.7 21.0 2.9 Incr Delay(d2),s/veh 0.1 0.2 0.7 0.8 9.3 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 8.1 7.5 4.5 12.1 1.3 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 63.8 50.9 13.7 12.5 30.3 3.1 LnGrp LOS E D B B C A Approach Vol,veh/h 276 1246 978 Approach Delay,s/veh 53.7 13.4 16.0 Approach LOS D B B Timer-Assigned Phs 2 4 7 8 Phs Duration(G+Y+Rc),s 20.0 130.0 25.9 104.1 Change Period(Y+Rc),s 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 18.0 118.0 51.0 60.0 Max Q Clear Time(g_c+I1),s 12.8 7.3 18.2 23.0 Green Ext Time(p-c),s 0.3 2.1 0.6 4.9 Intersection Summary HCM 7th Control Delay,s/veh 18.8 HCM 7th LOS B 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*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 pm+ov NA Perm D.P+P NA Protected Phases 2 7 8 7 4 Permitted Phases 2 8 8 Detector Phase 2 7 8 8 7 4 Switch Phase Minimum Initial(s) 8.0 5.0 10.0 10.0 5.0 10.0 Minimum Split(s) 24.0 12.0 24.0 24.0 12.0 24.0 Total Split(s) 44.0 43.0 63.0 63.0 43.0 106.0 Total Split(%) 29.3% 28.7% 42.0% 42.0% 28.7% 70.7% 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 Lead Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None Max Max None C-Max Act Effct Green(s) 26.4 51.7 84.3 84.3 102.6 109.6 Actuated g/C Ratio 0.18 0.34 0.56 0.56 0.68 0.73 v/c Ratio 0.83 0.59 0.36 0.13 0.60 0.61 Control Delay(s/veh) 72.7 28.9 20.6 6.2 12.5 11.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 72.7 28.9 20.6 6.2 12.5 11.7 LOS E C C A B B Approach Delay(s/veh) 48.1 18.4 11.9 Approach LOS D B B 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:0.83 Intersection Signal Delay(s/veh):24.2 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 41 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 0.83 0.59 0.36 0.13 0.60 0.61 Control Delay(s/veh) 72.7 28.9 20.6 6.2 12.5 11.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 72.7 28.9 20.6 6.2 12.5 11.7 Queue Length 50th(ft) 229 193 182 10 98 309 Queue Length 95th(ft) 280 214 292 51 162 433 Internal Link Dist(ft) 1129 1167 1010 Turn Bay Length(ft) 100 95 160 235 Base Capacity(vph) 786 1292 1848 893 702 2251 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 0.59 0.46 0.36 0.13 0.47 0.61 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*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 0.88 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 2589 3288 1515 1660 3081 Flt Permitted 0.95 1.00 1.00 1.00 0.35 1.00 Satd. Flow(perm) 3190 2589 3288 1515 619 3081 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) 0 124 0 42 0 0 Lane Group Flow(vph) 466 472 671 77 328 1367 Heavy Vehicles(%) 4% 4% 4% 1% 3% 11% Turn Type Prot pm+ov NA Perm D.P+P NA Protected Phases 2 7 8 7 4 Permitted Phases 2 8 8 Actuated Green, G(s) 26.4 44.7 84.3 84.3 102.6 109.6 Effective Green,g(s) 26.4 44.7 84.3 84.3 102.6 109.6 Actuated g/C Ratio 0.18 0.30 0.56 0.56 0.68 0.73 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) 561 892 1847 851 550 2251 vls Ratio Prot c0.15 0.06 0.20 0.07 c0.44 v/s Ratio Perm 0.12 0.05 0.34 vlc Ratio 0.83 0.53 0.36 0.09 0.60 0.61 Uniform Delay,d1 59.6 43.9 18.1 15.2 9.8 9.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 9.7 0.3 0.6 0.2 1.2 1.2 Delay(s) 69.3 44.1 18.6 15.4 11.0 11.0 Level of Service E D B B B B Approach Delay(slveh) 55.2 18.1 11.0 Approach LOS E B B Intersection Summary HCM 2000 Control Delay(s/veh) 25.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.69 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*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 1744 1744 1744 1786 1758 1646 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,% 4 4 4 1 3 11 Cap,veh/h 716 850 1767 807 505 2140 Arrive On Green 0.22 0.22 0.53 0.53 0.10 0.68 Sat Flow,veh/h 3222 2601 3400 1514 1674 3209 Grp Volume(v),veh/h 466 596 671 119 328 1367 Grp Sat Flow(s),veh/h/In 1611 1300 1657 1514 1674 1563 Q Serve(g_s),s 19.7 30.0 17.8 6.0 13.2 36.8 Cycle Q Clear(g_c),s 19.7 30.0 17.8 6.0 13.2 36.8 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 716 850 1767 807 505 2140 V/C Ratio(X) 0.65 0.70 0.38 0.15 0.65 0.64 Avail Cap(c_a),veh/h 795 913 1767 807 732 2140 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 53.0 44.1 20.5 17.7 14.3 13.3 Incr Delay(d2),s/veh 1.1 1.8 0.6 0.4 0.5 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 8.0 21.0 6.8 2.1 4.8 12.1 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 54.1 45.9 21.1 18.1 14.8 14.8 LnGrp LOS D D C B B B Approach Vol,veh/h 1062 790 1695 Approach Delay,s/veh 49.5 20.7 14.8 Approach LOS D C B Timer-Assigned Phs 2 4 7 8 Phs Duration(G+Y+Rc),s 40.4 109.6 22.7 87.0 Change Period(Y+Rc),s 7.0 7.0 7.0 7.0 Max Green Setting(Gmax),s 37.0 99.0 36.0 56.0 Max Q Clear Time(g_c+I1),s 32.0 38.8 15.2 19.8 Green Ext Time(p-c),s 1.3 7.8 0.4 3.0 Intersection Summary HCM 7th Control Delay,s/veh 26.5 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) 13.0 30.0 30.0 20.0 37.0 33.0 12.0 37.0 37.0 33.0 58.0 58.0 Total Split(%) 10.8% 25.0% 25.0% 16.7% 30.8% 27.5% 10.0% 30.8% 30.8% 27.5% 48.3% 48.3% 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) 16.2 13.2 13.2 5.8 9.2 55.9 79.8 37.1 37.1 77.8 71.0 71.0 Actuated g/C Ratio 0.14 0.11 0.11 0.05 0.08 0.47 0.67 0.31 0.31 0.65 0.59 0.59 v/c Ratio 0.84 0.09 0.54 0.21 0.69 0.18 0.21 0.82 0.50 0.73 0.21 0.17 Control Delay(s/veh) 83.7 50.7 11.0 57.8 39.6 6.3 6.9 46.8 14.5 32.3 12.7 2.6 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) 83.7 50.7 11.0 57.8 39.6 6.3 6.9 46.8 14.5 32.3 12.7 2.6 LOS F D B E D A A D B C B A Approach Delay(s/veh) 42.1 27.2 34.8 20.0 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: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.84 Intersection Signal Delay(s/veh):29.8 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 �0�2 �� � 03 �� 04(R) 1im 05 � 06 OL � 07 � 08 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) 138 17 189 32 134 126 138 839 306 462 383 164 v/c Ratio 0.84 0.09 0.54 0.21 0.69 0.18 0.21 0.82 0.50 0.73 0.21 0.17 Control Delay(s/veh) 83.7 50.7 11.0 57.8 39.6 6.3 6.9 46.8 14.5 32.3 12.7 2.6 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) 83.7 50.7 11.0 57.8 39.6 6.3 6.9 46.8 14.5 32.3 12.7 2.6 Queue Length 50th(ft) 97 13 0 12 37 15 29 304 53 247 67 0 Queue Length 95th(ft) #160 35 54 29 103 46 61 #491 157 386 114 33 Internal Link Dist(ft) 254 1129 1167 1010 Turn Bay Length(ft) 100 100 100 95 235 160 235 160 Base Capacity(vph) 164 338 456 345 447 699 665 1017 613 634 1823 954 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 0.84 0.05 0.41 0.09 0.30 0.18 0.21 0.82 0.50 0.73 0.21 0.17 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 1486 1398 1676 3288 1515 1660 3081 1500 Flt Permitted 0.49 1.00 1.00 0.95 1.00 1.00 0.52 1.00 1.00 0.13 1.00 1.00 Satd. Flow(perm) 865 1765 1500 3190 1486 1398 926 3288 1515 232 3081 1500 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.94 0.94 0.90 0.90 0.92 Adj. Flow(vph) 138 17 189 32 43 217 138 839 306 462 383 164 RTOR Reduction(vph) 0 0 168 0 77 51 0 0 149 0 0 71 Lane Group Flow(vph) 138 17 21 32 57 75 138 839 157 462 383 93 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) 19.0 13.2 13.2 3.8 12.0 52.6 76.0 34.4 34.4 75.0 68.3 68.3 Effective Green,g(s) 19.0 13.2 13.2 3.8 12.0 52.6 76.0 34.4 34.4 75.0 68.3 68.3 Actuated g/C Ratio 0.16 0.11 0.11 0.03 0.10 0.44 0.63 0.29 0.29 0.63 0.57 0.57 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) 184 194 165 101 148 612 634 942 434 628 1753 853 vls Ratio Prot c0.04 0.01 0.01 0.04 0.04 0.01 c0.26 c0.25 0.12 v/s Ratio Perm c0.07 0.01 0.01 0.12 0.10 0.21 0.06 vlc Ratio 0.75 0.09 0.13 0.32 0.38 0.12 0.22 0.89 0.36 0.74 0.22 0.11 Uniform Delay,dl 47.1 48.0 48.2 56.8 50.5 20.0 8.8 41.0 34.1 25.0 12.7 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 14.1 0.1 0.1 0.7 0.6 0.0 0.1 12.4 2.3 3.9 0.3 0.3 Delay(s) 61.2 48.1 48.3 57.5 51.1 20.0 8.9 53.4 36.4 28.9 13.0 12.1 Level of Service E D D E D C A D D C B B Approach Delay(slveh) 53.5 38.4 44.6 20.1 Approach LOS D D D C Intersection Summary HCM 2000 Control Delay(s/veh) 36.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.81 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 138 17 189 32 0 246 138 839 306 462 383 164 Peak Hour Factor 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.94 0.94 0.90 0.90 0.92 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 310 251 213 138 0 998 555 1256 574 484 1693 813 Arrive On Green 0.06 0.14 0.14 0.04 0.00 0.13 0.05 0.38 0.38 0.20 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 138 17 189 32 0 246 138 839 306 462 383 164 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1661 0 1478 1688 1657 1514 1674 1563 1502 Q Serve(g_s),s 7.0 1.0 14.8 1.1 0.0 7.2 4.4 25.3 18.9 22.3 7.7 6.7 Cycle Q Clear(g_c),s 7.0 1.0 14.8 1.1 0.0 7.2 4.4 25.3 18.9 22.3 7.7 6.7 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 310 251 213 138 0 998 555 1256 574 484 1693 813 V/C Ratio(X) 0.45 0.07 0.89 0.23 0.00 0.25 0.25 0.67 0.53 0.95 0.23 0.20 Avail Cap(c_a),veh/h 310 340 288 360 0 1367 555 1256 574 505 1693 813 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 42.8 44.6 50.6 55.6 0.0 28.7 11.2 31.0 29.0 26.3 14.4 14.2 Incr Delay(d2),s/veh 0.4 0.0 18.1 0.3 0.0 0.0 0.1 2.8 3.5 27.9 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 3.5 0.4 6.5 0.5 0.0 2.5 1.5 10.1 7.1 11.9 2.6 2.3 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 43.1 44.7 68.7 56.0 0.0 28.8 11.3 33.8 32.5 54.2 14.7 14.7 LnGrp LOS D D E E C B C C D B B Approach Vol,veh/h 344 278 1283 1009 Approach Delay,s/veh 57.3 31.9 31.1 32.8 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 24.0 12.0 72.0 13.0 23.0 31.5 52.5 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 13.0 23.0 6.0 51.0 7.0 *31 26.0 30.0 Max Q Clear Time(g_c+I1),s 3.1 16.8 6.4 9.7 9.0 9.2 24.3 27.3 Green Ext Time(p-c),s 0.0 0.2 0.0 1.8 0.0 0.5 0.2 1.3 Intersection Summary HCM 7th Control Delay,s/veh 34.8 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. *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)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) 15.0 24.0 24.0 25.0 34.0 31.0 11.0 40.0 40.0 31.0 60.0 60.0 Total Split(%) 12.5% 20.0% 20.0% 20.8% 28.3% 25.8% 9.2% 33.3% 33.3% 25.8% 50.0% 50.0% 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 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) 28.3 8.4 8.4 17.9 19.8 44.0 67.7 47.5 47.5 65.7 57.2 57.2 Actuated g/C Ratio 0.24 0.07 0.07 0.15 0.17 0.37 0.56 0.40 0.40 0.55 0.48 0.48 v/c Ratio 0.66 0.11 0.45 0.93 0.67 0.54 0.52 0.45 0.16 0.65 0.85 0.17 Control Delay(s/veh) 51.8 54.0 4.0 78.6 15.9 20.7 20.5 29.4 0.4 19.1 35.3 0.8 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) 51.8 54.0 4.0 78.6 15.9 20.7 20.5 29.4 0.4 19.1 35.3 0.8 LOS D D A E B C C C A B D A Approach Delay(s/veh) 25.6 43.1 23.9 29.4 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: 105 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.93 Intersection Signal Delay(s/veh):31.8 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 L 0 1) 04(R) 1 05 14T 06 � 07 1' 08 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) 117 14 161 443 316 316 117 584 119 328 1254 139 v/c Ratio 0.66 0.11 0.45 0.93 0.67 0.54 0.52 0.45 0.16 0.65 0.85 0.17 Control Delay(s/veh) 51.8 54.0 4.0 78.6 15.9 20.7 20.5 29.4 0.4 19.1 35.3 0.8 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) 51.8 54.0 4.0 78.6 15.9 20.7 20.5 29.4 0.4 19.1 35.3 0.8 Queue Length 50th(ft) 70 10 0 176 25 125 35 171 0 116 436 0 Queue Length 95th(ft) #122 32 0 #274 126 189 74 258 0 181 #624 5 Internal Link Dist(ft) 254 1129 1167 1010 Turn Bay Length(ft) 100 100 100 95 235 160 235 160 Base Capacity(vph) 184 250 446 478 548 654 225 1300 764 578 1467 824 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 0.64 0.06 0.36 0.93 0.58 0.48 0.52 0.45 0.16 0.57 0.85 0.17 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 3190 1429 1398 1676 3288 1515 1660 3081 1500 Flt Permitted 0.20 1.00 1.00 0.95 1.00 1.00 0.11 1.00 1.00 0.36 1.00 1.00 Satd. Flow(perm) 357 1765 1500 3190 1429 1398 191 3288 1515 629 3081 1500 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.93 0.93 0.90 0.90 0.92 Adj. Flow(vph) 117 14 161 443 36 596 117 584 119 328 1254 139 RTOR Reduction(vph) 0 0 150 0 234 81 0 0 72 0 0 73 Lane Group Flow(vph) 117 14 11 443 82 235 117 584 47 328 1254 66 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) 28.3 8.4 8.4 17.9 19.8 38.0 66.7 47.5 47.5 65.7 57.2 57.2 Effective Green,g(s) 28.3 8.4 8.4 17.9 19.8 38.0 66.7 47.5 47.5 65.7 57.2 57.2 Actuated g/C Ratio 0.24 0.07 0.07 0.15 0.17 0.32 0.56 0.40 0.40 0.55 0.48 0.48 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) 177 123 105 475 235 442 223 1301 599 500 1468 715 vls Ratio Prot 0.05 0.01 c0.14 0.06 0.08 0.04 0.18 c0.10 c0.41 v/s Ratio Perm c0.11 0.01 0.09 0.25 0.03 0.26 0.04 vlc Ratio 0.66 0.11 0.11 0.93 0.35 0.53 0.52 0.45 0.08 0.66 0.85 0.09 Uniform Delay,dl 38.8 52.3 52.3 50.5 44.4 33.7 17.8 26.6 22.6 15.8 27.7 17.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 7.0 0.2 0.2 25.1 0.3 0.6 1.0 1.1 0.3 2.4 6.5 0.3 Delay(s) 45.8 52.5 52.5 75.5 44.7 34.3 18.9 27.8 22.9 18.1 34.3 17.4 Level of Service D D D E D C B C C B C B Approach Delay(slveh) 49.8 54.4 25.8 29.8 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay(s/veh) 37.2 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) 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 1744 1772 1744 1772 1744 1786 1758 1646 1772 Adj Flow Rate,veh/h 117 14 161 443 0 620 117 584 119 328 1254 139 Peak Hour Factor 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.93 0.93 0.90 0.90 0.92 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 345 217 184 492 0 1040 170 1173 536 457 1447 695 Arrive On Green 0.07 0.12 0.12 0.15 0.00 0.21 0.04 0.35 0.35 0.14 0.46 0.46 Sat Flow,veh/h 1688 1772 1502 3322 0 2956 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 117 14 161 443 0 620 117 584 119 328 1254 139 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1661 0 1478 1688 1657 1514 1674 1563 1502 Q Serve(g_s),s 6.4 0.8 12.6 15.7 0.0 20.6 4.4 16.6 6.6 14.7 43.2 6.6 Cycle Q Clear(g_c),s 6.4 0.8 12.6 15.7 0.0 20.6 4.4 16.6 6.6 14.7 43.2 6.6 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 345 217 184 492 0 1040 170 1173 536 457 1447 695 V/C Ratio(X) 0.34 0.06 0.87 0.90 0.00 0.60 0.69 0.50 0.22 0.72 0.87 0.20 Avail Cap(c_a),veh/h 355 251 213 498 0 1109 170 1173 536 554 1447 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 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 33.5 46.6 51.7 50.3 0.0 31.9 26.6 30.4 27.2 21.0 28.9 19.1 Incr Delay(d2),s/veh 0.2 0.0 25.9 18.7 0.0 0.5 9.3 1.5 1.0 2.4 7.2 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.6 0.4 6.0 7.6 0.0 7.1 2.1 6.6 2.5 5.7 16.5 2.3 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 33.7 46.6 77.6 68.9 0.0 32.4 35.9 31.9 28.1 23.5 36.2 19.7 LnGrp LOS C D E E C D C C C D B Approach Vol,veh/h 292 1063 820 1721 Approach Delay,s/veh 58.5 47.6 31.9 32.4 Approach LOS E D C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 24.8 21.7 11.0 62.5 14.3 32.2 24.0 49.5 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 18.0 17.0 5.0 53.0 9.0 *28 24.0 33.0 Max Q Clear Time(g_c+I1),s 17.7 14.6 6.4 45.2 8.4 22.6 16.7 18.6 Green Ext Time(p-c),s 0.0 0.1 0.0 3.8 0.0 0.8 0.3 2.2 Intersection Summary HCM 7th Control Delay,s/veh 38.4 HCM 7th LOS D Notes User approved volume balancing among the lanes for turning movement. *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)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) 11.0 25.0 11.0 25.0 40.0 12.0 44.0 44.0 40.0 72.0 72.0 Total Split(%) 9.2% 20.8% 9.2% 20.8% 33.3% 10.0% 36.7% 36.7% 33.3% 60.0% 60.0% 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 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) 14.4 13.2 7.9 8.4 46.8 81.6 48.2 48.2 79.6 73.1 73.1 Actuated g/C Ratio 0.12 0.11 0.07 0.07 0.39 0.68 0.40 0.40 0.66 0.61 0.61 v/c Ratio 0.93 0.09 0.20 0.68 0.21 0.23 0.64 0.41 0.80 0.26 0.06 Control Delay(s/veh) 105.0 50.1 55.7 35.5 7.2 6.4 33.4 10.5 30.4 12.1 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) 105.0 50.1 55.7 35.5 7.2 6.4 33.4 10.5 30.4 12.1 0.1 LOS F D E D A A C B C B A Approach Delay(s/veh) 99.0 26.3 25.0 19.7 Approach LOS F 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:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.93 Intersection Signal Delay(s/veh):27.4 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 02 1 03J t 04(R) 12s 7Zs � 05 �+ 06 14 07 1'j 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) 138 17 41 128 124 138 839 306 462 490 60 v/c Ratio 0.93 0.09 0.20 0.68 0.21 0.23 0.64 0.41 0.80 0.26 0.06 Control Delay(s/veh) 105.0 50.1 55.7 35.5 7.2 6.4 33.4 10.5 30.4 12.1 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) 105.0 50.1 55.7 35.5 7.2 6.4 33.4 10.5 30.4 12.1 0.1 Queue Length 50th(ft) 99 13 13 28 16 27 272 41 197 84 0 Queue Length 95th(ft) #174 35 35 91 49 57 398 132 349 138 0 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 100 95 235 160 235 160 Base Capacity(vph) 149 279 209 300 633 610 1321 741 617 1877 970 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 0.93 0.06 0.20 0.43 0.20 0.23 0.64 0.41 0.75 0.26 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 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 1473 1398 1676 3288 1515 1660 3081 1500 Flt Permitted 0.57 1.00 0.95 1.00 1.00 0.46 1.00 1.00 0.20 1.00 1.00 Satd. Flow(perm) 1012 1765 3190 1473 1398 818 3288 1515 357 3081 1500 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.94 0.94 0.90 0.90 0.92 Adj. Flow(vph) 138 17 0 41 35 217 138 839 306 462 490 60 RTOR Reduction(vph) 0 0 0 0 84 58 0 0 139 0 0 25 Lane Group Flow(vph) 138 17 0 41 44 66 138 839 167 462 490 35 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) 17.0 12.1 5.9 12.0 43.4 77.0 44.6 44.6 76.0 69.5 69.5 Effective Green,g(s) 17.0 12.1 5.9 12.0 43.4 77.0 44.6 44.6 76.0 69.5 69.5 Actuated g/C Ratio 0.14 0.10 0.05 0.10 0.36 0.64 0.37 0.37 0.63 0.58 0.58 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) 171 177 156 147 587 578 1222 563 567 1784 868 vls Ratio Prot c0.03 0.01 0.01 0.03 0.03 0.01 0.26 c0.21 0.16 v/s Ratio Perm c0.08 0.02 0.14 0.11 c0.30 0.02 vlc Ratio 0.81 0.10 0.26 0.30 0.11 0.24 0.69 0.30 0.81 0.27 0.04 Uniform Delay,dl 49.4 49.0 55.0 50.1 25.5 8.4 31.8 26.6 20.9 12.6 10.9 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 22.4 0.1 0.3 0.4 0.0 0.1 3.2 1.3 8.4 0.4 0.1 Delay(s) 71.7 49.1 55.3 50.5 25.5 8.5 35.0 28.0 29.3 13.0 11.0 Level of Service E D E D C A C C C B B Approach Delay(slveh) 69.3 40.6 30.4 20.3 Approach LOS E D C C Intersection Summary HCM 2000 Control Delay(s/veh) 30.0 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) 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 138 17 0 41 0 240 138 839 306 462 490 60 Peak Hour Factor 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.94 0.94 0.90 0.90 0.92 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 228 170 144 103 0 746 599 1594 728 488 1905 915 Arrive On Green 0.04 0.10 0.00 0.03 0.00 0.09 0.05 0.48 0.48 0.17 0.61 0.61 Sat Flow,veh/h 1688 1772 1502 3322 0 2956 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 138 17 0 41 0 240 138 839 306 462 490 60 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1661 0 1478 1688 1657 1514 1674 1563 1502 Q Serve(g_s),s 5.0 1.1 0.0 1.5 0.0 7.9 3.7 21.1 15.8 17.4 8.7 2.0 Cycle Q Clear(g_c),s 5.0 1.1 0.0 1.5 0.0 7.9 3.7 21.1 15.8 17.4 8.7 2.0 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 228 170 144 103 0 746 599 1594 728 488 1905 915 V/C Ratio(X) 0.61 0.10 0.00 0.40 0.00 0.32 0.23 0.53 0.42 0.95 0.26 0.07 Avail Cap(c_a),veh/h 228 281 238 138 0 937 605 1594 728 669 1905 915 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 50.3 49.5 0.0 57.0 0.0 36.5 8.1 21.6 20.3 20.0 10.9 9.5 Incr Delay(d2),s/veh 3.3 0.1 0.0 0.9 0.0 0.1 0.1 1.2 1.8 16.6 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 4.1 0.5 0.0 0.6 0.0 2.8 1.2 8.0 5.6 8.1 2.8 0.6 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 53.6 49.6 0.0 58.0 0.0 36.6 8.2 22.9 22.0 36.6 11.2 9.7 LnGrp LOS D D E D A C C D B A Approach Vol,veh/h 155 281 1283 1012 Approach Delay,s/veh 53.1 39.7 21.1 22.7 Approach LOS D D C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 11.0 17.2 11.6 80.1 9.7 18.5 27.0 64.7 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 5.0 18.0 6.0 65.0 5.0 *19 33.0 37.0 Max Q Clear Time(g_c+I1),s 7.0 9.9 5.7 10.7 3.5 3.1 19.4 23.1 Green Ext Time(p-c),s 0.0 0.3 0.0 2.1 0.0 0.0 0.6 3.6 Intersection Summary HCM 7th Control Delay,s/veh 25.4 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) 13.0 22.0 24.0 33.0 33.0 11.0 41.0 41.0 33.0 63.0 63.0 Total Split(%) 10.8% 18.3% 20.0% 27.5% 27.5% 9.2% 34.2% 34.2% 27.5% 52.5% 52.5% 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) 20.1 6.4 20.4 12.1 36.8 75.9 56.2 56.2 73.9 65.5 65.5 Actuated g/C Ratio 0.17 0.05 0.17 0.10 0.31 0.63 0.47 0.47 0.62 0.55 0.55 v/c Ratio 0.80 0.15 0.83 0.79 0.61 0.51 0.38 0.14 0.60 0.80 0.06 Control Delay(s/veh) 76.2 56.4 62.9 22.5 26.0 18.2 23.8 0.3 14.1 27.9 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) 76.2 56.4 62.9 22.5 26.0 18.2 23.8 0.3 14.1 27.9 0.1 LOS E E E C C B C A B C A Approach Delay(s/veh) 74.1 40.4 19.6 24.4 Approach LOS E D B C Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset:0(0%), Referenced to phase 4:NBSB,Start of Green Natural Cycle: 100 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.83 Intersection Signal Delay(s/veh):29.7 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 -1 01 � 02 L 0 C 04(R) r 05 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) 117 14 451 315 310 117 584 119 328 1344 51 v/c Ratio 0.80 0.15 0.83 0.79 0.61 0.51 0.38 0.14 0.60 0.80 0.06 Control Delay(s/veh) 76.2 56.4 62.9 22.5 26.0 18.2 23.8 0.3 14.1 27.9 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) 76.2 56.4 62.9 22.5 26.0 18.2 23.8 0.3 14.1 27.9 0.1 Queue Length 50th(ft) 80 11 173 23 146 25 139 0 82 390 0 Queue Length 95th(ft) #133 32 #281 121 189 75 253 0 174 #668 0 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 100 95 235 160 235 160 Base Capacity(vph) 146 235 541 532 595 231 1540 849 649 1682 909 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 0.80 0.06 0.83 0.59 0.52 0.51 0.38 0.14 0.51 0.80 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 3190 1423 1398 1676 3288 1515 1660 3081 1500 Flt Permitted 0.25 1.00 0.95 1.00 1.00 0.10 1.00 1.00 0.38 1.00 1.00 Satd. Flow(perm) 450 1765 3190 1423 1398 181 3288 1515 656 3081 1500 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.93 0.93 0.90 0.90 0.92 Adj. Flow(vph) 117 14 0 451 29 596 117 584 119 328 1344 51 RTOR Reduction(vph) 0 0 0 0 249 79 0 0 67 0 0 25 Lane Group Flow(vph) 117 14 0 451 66 231 117 584 52 328 1344 26 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) 22.7 3.3 20.4 15.7 33.4 71.3 52.6 52.6 70.3 61.9 61.9 Effective Green,g(s) 22.7 3.3 20.4 15.7 33.4 71.3 52.6 52.6 70.3 61.9 61.9 Actuated g/C Ratio 0.19 0.03 0.17 0.13 0.28 0.59 0.44 0.44 0.59 0.52 0.52 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) 156 48 542 186 470 224 1441 664 532 1589 773 vls Ratio Prot 0.04 0.01 c0.14 0.05 c0.07 0.04 0.18 c0.09 c0.44 v/s Ratio Perm 0.10 0.09 0.27 0.03 0.27 0.02 vlc Ratio 0.75 0.29 0.83 0.36 0.49 0.52 0.41 0.08 0.62 0.85 0.03 Uniform Delay,dl 43.4 57.2 48.1 47.5 36.2 16.4 23.0 19.6 13.2 25.0 14.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 16.3 1.2 10.1 0.4 0.3 1.0 0.8 0.2 1.5 5.7 0.1 Delay(s) 59.8 58.4 58.2 48.0 36.5 17.4 23.9 19.8 14.7 30.7 14.4 Level of Service E E E D D B C B B C B Approach Delay(slveh) 59.6 49.0 22.4 27.2 Approach LOS E D C C Intersection Summary HCM 2000 Control Delay(s/veh) 33.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.88 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 1744 1772 1744 1772 1744 1786 1758 1646 1772 Adj Flow Rate,veh/h 117 14 0 451 0 615 117 584 119 328 1344 51 Peak Hour Factor 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.93 0.93 0.90 0.90 0.92 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 317 186 157 498 0 984 169 1272 581 474 1522 731 Arrive On Green 0.06 0.10 0.00 0.15 0.00 0.20 0.04 0.38 0.38 0.14 0.49 0.49 Sat Flow,veh/h 1688 1772 1502 3322 0 2956 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 117 14 0 451 0 615 117 584 119 328 1344 51 Grp Sat Flow(s),veh/h/In 1688 1772 1502 1661 0 1478 1688 1657 1514 1674 1563 1502 Q Serve(g_s),s 6.7 0.9 0.0 16.0 0.0 21.0 4.2 15.8 6.3 14.0 46.4 2.2 Cycle Q Clear(g_c),s 6.7 0.9 0.0 16.0 0.0 21.0 4.2 15.8 6.3 14.0 46.4 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 317 186 157 498 0 984 169 1272 581 474 1522 731 V/C Ratio(X) 0.37 0.08 0.00 0.91 0.00 0.63 0.69 0.46 0.20 0.69 0.88 0.07 Avail Cap(c_a),veh/h 317 236 200 498 0 1044 169 1272 581 609 1522 731 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 35.8 48.5 0.0 50.2 0.0 33.7 26.6 27.7 24.7 19.1 27.7 16.4 Incr Delay(d2),s/veh 0.3 0.1 0.0 19.5 0.0 0.7 9.7 1.2 0.8 1.3 7.8 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 7.8 0.0 7.3 2.0 6.2 2.3 5.2 17.6 0.8 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 36.1 48.5 0.0 69.7 0.0 34.5 36.3 28.9 25.5 20.3 35.5 16.5 LnGrp LOS D D E C D C C C D B Approach Vol,veh/h 131 1066 820 1723 Approach Delay,s/veh 37.4 49.4 29.4 32.0 Approach LOS D D C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 13.0 30.6 11.0 65.4 24.0 19.6 23.4 53.1 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 7.0 26.0 5.0 56.0 18.0 *16 26.0 34.0 Max Q Clear Time(g_c+I1),s 8.7 23.0 6.2 48.4 18.0 2.9 16.0 17.8 Green Ext Time(p-c),s 0.0 0.5 0.0 3.8 0.0 0.0 0.3 2.3 Intersection Summary HCM 7th Control Delay,s/veh 36.6 HCM 7th LOS D Notes User approved volume balancing among the lanes for turning movement. *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)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) 11.0 25.0 25.0 24.0 12.0 11.0 25.0 25.0 12.0 25.0 Total Split(s) 12.0 25.0 25.0 38.0 33.0 13.0 37.0 37.0 33.0 57.0 Total Split(%) 10.0% 20.8% 20.8% 31.7% 27.5% 10.8% 30.8% 30.8% 27.5% 47.5% 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) 1.0 2.0 2.0 1.0 2.0 1.0 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 7.0 7.0 6.0 7.0 6.0 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) 13.7 8.1 11.0 7.7 54.5 82.3 39.5 39.5 80.3 73.8 Actuated g/C Ratio 0.11 0.07 0.09 0.06 0.45 0.69 0.33 0.33 0.67 0.62 v/c Ratio 0.91 0.14 0.26 0.21 0.16 0.24 0.78 0.45 0.72 0.29 Control Delay(s/veh) 99.6 57.0 53.2 1.0 5.3 6.3 42.6 8.0 30.3 12.0 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) 99.6 57.0 53.2 1.0 5.3 6.3 42.6 8.0 30.3 12.0 LOS F E D A A A D A C B Approach Delay(s/veh) 94.9 16.2 30.5 20.4 Approach LOS F B C 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:0.91 Intersection Signal Delay(s/veh):28.9 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 03 �!) 04(R) 1 05 06 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) 138 17 77 109 108 138 839 306 462 551 v/c Ratio 0.91 0.14 0.26 0.21 0.16 0.24 0.78 0.45 0.72 0.29 Control Delay(s/veh) 99.6 57.0 53.2 1.0 5.3 6.3 42.6 8.0 30.3 12.0 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) 99.6 57.0 53.2 1.0 5.3 6.3 42.6 8.0 30.3 12.0 Queue Length 50th(ft) -110 13 27 0 8 24 285 16 231 91 Queue Length 95th(ft) #174 37 54 0 36 55 #466 99 368 155 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 100 95 235 160 235 Base Capacity(vph) 152 264 478 700 685 582 1081 681 644 1893 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 0.91 0.06 0.16 0.16 0.16 0.24 0.78 0.45 0.72 0.29 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 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) 6.0 7.0 7.0 6.0 7.0 6.0 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 0.61 1.00 0.95 1.00 1.00 0.43 1.00 1.00 0.14 1.00 Satd. Flow(perm) 1070 1765 3190 1398 1398 756 3288 1515 244 3081 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.94 0.94 0.90 0.90 0.92 Adj. Flow(vph) 138 17 0 77 0 217 138 839 306 462 551 0 RTOR Reduction(vph) 0 0 0 0 98 51 0 0 193 0 0 0 Lane Group Flow(vph) 138 17 0 77 11 57 138 839 113 462 551 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) 18.0 6.0 10.0 12.0 52.8 77.0 35.2 35.2 76.0 69.5 Effective Green,g(s) 18.0 6.0 10.0 12.0 52.8 77.0 35.2 35.2 76.0 69.5 Actuated g/C Ratio 0.15 0.05 0.08 0.10 0.44 0.64 0.29 0.29 0.63 0.58 Clearance Time(s) 6.0 7.0 7.0 6.0 7.0 6.0 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) 190 88 265 139 615 542 964 444 635 1784 vls Ratio Prot c0.04 0.01 0.02 0.01 0.03 0.02 c0.26 c0.25 0.18 v/s Ratio Perm c0.07 0.01 0.15 0.07 0.21 vlc Ratio 0.73 0.19 0.29 0.08 0.09 0.25 0.87 0.25 0.73 0.31 Uniform Delay,dl 47.9 54.7 51.7 49.0 19.6 8.4 40.2 32.4 24.1 12.9 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 11.1 0.4 0.2 0.1 0.0 0.1 10.6 1.4 3.5 0.5 Delay(s) 59.0 55.1 51.9 49.1 19.6 8.5 50.8 33.8 27.6 13.4 Level of Service E E D D B A D C C B Approach Delay(slveh) 58.5 39.0 42.2 19.9 Approach LOS E D D B Intersection Summary HCM 2000 Control Delay(s/veh) 34.5 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) 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 138 17 0 77 0 217 138 839 306 462 551 0 Peak Hour Factor 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.94 0.94 0.90 0.90 0.92 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 237 142 120 138 0 730 587 1583 723 487 1895 910 Arrive On Green 0.05 0.08 0.00 0.04 0.00 0.08 0.05 0.48 0.48 0.17 0.61 0.00 Sat Flow,veh/h 1688 1772 1502 3322 0 2956 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 138 17 0 77 0 217 138 839 306 462 551 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 6.0 1.1 0.0 2.7 0.0 7.2 3.7 21.2 15.9 17.6 10.1 0.0 Cycle Q Clear(g_c),s 6.0 1.1 0.0 2.7 0.0 7.2 3.7 21.2 15.9 17.6 10.1 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 237 142 120 138 0 730 587 1583 723 487 1895 910 V/C Ratio(X) 0.58 0.12 0.00 0.56 0.00 0.30 0.24 0.53 0.42 0.95 0.29 0.00 Avail Cap(c_a),veh/h 237 266 225 498 0 1283 606 1583 723 569 1895 910 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 49.7 51.3 0.0 56.4 0.0 36.7 8.4 21.9 20.5 20.2 11.3 0.0 Incr Delay(d2),s/veh 2.4 0.1 0.0 1.3 0.0 0.1 0.1 1.3 1.8 22.7 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 4.0 0.5 0.0 1.1 0.0 2.5 1.2 8.1 5.7 9.0 3.3 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 52.1 51.4 0.0 57.7 0.0 36.8 8.4 23.2 22.3 42.9 11.7 0.0 LnGrp LOS D D E D A C C D B Approach Vol,veh/h 155 294 1283 1013 Approach Delay,s/veh 52.0 42.3 21.4 25.9 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 16.6 11.7 79.7 12.0 16.6 27.1 64.3 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 18.0 18.0 7.0 50.0 6.0 *32 26.0 30.0 Max Q Clear Time(g_c+I1),s 4.7 3.1 5.7 12.1 8.0 9.2 19.6 23.2 Green Ext Time(p-c),s 0.1 0.0 0.0 2.3 0.0 0.4 0.4 2.5 Intersection Summary HCM 7th Control Delay,s/veh 27.0 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. *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 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) 11.0 24.0 24.0 22.0 12.0 11.0 24.0 24.0 12.0 24.0 Total Split(s) 15.0 19.0 30.0 34.0 33.0 11.0 38.0 38.0 33.0 60.0 Total Split(%) 12.5% 15.8% 25.0% 28.3% 27.5% 9.2% 31.7% 31.7% 27.5% 50.0% 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 2.0 2.0 1.0 2.0 1.0 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 7.0 7.0 6.0 7.0 6.0 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) 22.1 8.0 21.1 13.5 38.6 73.9 52.8 52.8 71.9 63.8 Actuated g/C Ratio 0.18 0.07 0.18 0.11 0.32 0.62 0.44 0.44 0.60 0.53 v/c Ratio 0.71 0.12 0.86 0.54 0.56 0.58 0.40 0.15 0.61 0.85 Control Delay(s/veh) 59.2 55.2 63.2 3.8 21.7 27.8 27.4 0.4 16.1 32.3 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) 59.2 55.2 63.2 3.8 21.7 27.8 27.4 0.4 16.1 32.3 LOS E E E A C C C A B C Approach Delay(s/veh) 58.7 35.3 23.6 29.2 Approach LOS E 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:0.86 Intersection Signal Delay(s/veh):30.7 Intersection LOS:C Intersection Capacity Utilization 84.3% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 7:Ten Mile Road&Overland Road 01 -10 02 4-10 41) 04(R) 30 s 1 05 06 � 07 � 08 15s 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) 117 14 480 298 298 117 584 119 328 1397 v/c Ratio 0.71 0.12 0.86 0.54 0.56 0.58 0.40 0.15 0.61 0.85 Control Delay(s/veh) 59.2 55.2 63.2 3.8 21.7 27.8 27.4 0.4 16.1 32.3 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) 59.2 55.2 63.2 3.8 21.7 27.8 27.4 0.4 16.1 32.3 Queue Length 50th(ft) 79 10 185 0 128 26 147 0 87 438 Queue Length 95th(ft) 114 32 245 0 163 #101 272 0 192 #746 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 100 95 235 160 235 Base Capacity(vph) 170 176 611 665 606 203 1446 819 629 1638 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 0.69 0.08 0.79 0.45 0.49 0.58 0.40 0.15 0.52 0.85 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) 6.0 7.0 7.0 6.0 7.0 6.0 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 0.23 1.00 0.95 1.00 1.00 0.08 1.00 1.00 0.36 1.00 Satd. Flow(perm) 399 1765 3190 1398 1398 143 3288 1515 635 3081 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.93 0.93 0.90 0.90 0.92 Adj. Flow(vph) 117 14 0 480 0 596 117 584 119 328 1397 0 RTOR Reduction(vph) 0 0 0 0 254 81 0 0 71 0 0 0 Lane Group Flow(vph) 117 14 0 480 44 217 117 584 48 328 1397 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) 26.3 3.2 21.1 17.7 36.8 68.7 48.6 48.6 67.7 59.7 Effective Green,g(s) 26.3 3.2 21.1 17.7 36.8 68.7 48.6 48.6 67.7 59.7 Actuated g/C Ratio 0.22 0.03 0.18 0.15 0.31 0.57 0.41 0.41 0.56 0.50 Clearance Time(s) 6.0 7.0 7.0 6.0 7.0 6.0 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) 178 47 560 206 428 196 1331 613 521 1532 vls Ratio Prot 0.05 0.01 c0.15 0.03 0.08 0.04 0.18 c0.10 c0.45 v/s Ratio Perm c0.10 0.07 0.30 0.03 0.25 vlc Ratio 0.66 0.30 0.86 0.21 0.51 0.60 0.44 0.08 0.63 0.91 Uniform Delay,dl 40.2 57.3 48.0 45.0 34.1 19.4 25.8 21.9 14.6 27.7 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 6.5 1.3 11.9 0.2 0.3 3.2 1.1 0.3 1.7 9.8 Delay(s) 46.7 58.6 59.9 45.2 34.5 22.6 26.9 22.2 16.4 37.5 Level of Service D E E D C C C C B D Approach Delay(slveh) 48.0 48.8 25.6 33.5 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay(s/veh) 36.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.92 Actuated Cycle Length(s) 120.0 Sum of lost time(s) 28.0 Intersection Capacity Utilization 84.3% 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 1744 1772 1744 1772 1744 1786 1758 1646 1772 Adj Flow Rate,veh/h 117 14 0 480 0 596 117 584 119 328 1397 0 Peak Hour Factor 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.93 0.93 0.90 0.90 0.92 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 337 164 139 537 0 978 153 1239 566 469 1498 719 Arrive On Green 0.07 0.09 0.00 0.16 0.00 0.19 0.04 0.37 0.37 0.14 0.48 0.00 Sat Flow,veh/h 1688 1772 1502 3322 0 2956 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 117 14 0 480 0 596 117 584 119 328 1397 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 6.6 0.9 0.0 17.0 0.0 20.3 4.3 16.1 6.4 14.3 50.5 0.0 Cycle Q Clear(g_c),s 6.6 0.9 0.0 17.0 0.0 20.3 4.3 16.1 6.4 14.3 50.5 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 337 164 139 537 0 978 153 1239 566 469 1498 719 V/C Ratio(X) 0.35 0.09 0.00 0.89 0.00 0.61 0.77 0.47 0.21 0.70 0.93 0.00 Avail Cap(c_a),veh/h 345 177 150 637 0 1099 153 1239 566 600 1498 719 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 49.8 0.0 49.3 0.0 33.6 27.9 28.5 25.5 19.7 29.4 0.0 Incr Delay(d2),s/veh 0.2 0.1 0.0 12.2 0.0 0.5 18.6 1.3 0.8 1.5 12.0 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 2.7 0.4 0.0 7.7 0.0 7.1 2.3 6.4 2.4 5.4 20.0 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 35.3 49.9 0.0 61.5 0.0 34.1 46.6 29.8 26.4 21.2 41.4 0.0 LnGrp LOS D D E C D C C C D Approach Vol,veh/h 131 1076 820 1725 Approach Delay,s/veh 36.8 46.3 31.7 37.6 Approach LOS D D C D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 26.4 18.1 11.0 64.5 14.4 30.1 23.6 51.9 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 23.0 12.0 5.0 53.0 9.0 *28 26.0 31.0 Max Q Clear Time(g_c+I1),s 19.0 2.9 6.3 52.5 8.6 22.3 16.3 18.1 Green Ext Time(p-c),s 0.4 0.0 0.0 0.3 0.0 0.8 0.3 2.1 Intersection Summary HCM 7th Control Delay,s/veh 38.8 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) 11.0 25.0 25.0 24.0 12.0 25.0 25.0 12.0 25.0 11.0 Total Split(s) 12.0 25.0 25.0 38.0 33.0 37.0 37.0 33.0 59.0 11.0 Total Split(%) 10.0% 20.8% 20.8% 31.7% 27.5% 30.8% 30.8% 27.5% 49.2% 9% 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 2.0 2.0 1.0 2.0 2.0 2.0 2.0 2.0 1.0 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) 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 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) 13.7 8.1 11.0 7.7 54.5 39.5 39.5 80.3 87.3 Actuated g/C Ratio 0.11 0.07 0.09 0.06 0.45 0.33 0.33 0.67 0.73 v/c Ratio 0.90 0.14 0.26 0.21 0.16 0.78 0.45 0.72 0.25 Control Delay(s/veh) 97.9 57.0 53.2 0.9 5.2 42.6 8.0 30.3 6.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 97.9 57.0 53.2 0.9 5.2 42.6 8.0 30.3 6.1 LOS F E D A A D A C A Approach Delay(s/veh) 93.4 16.3 33.3 17.1 Approach LOS F B C 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:0.90 Intersection Signal Delay(s/veh):28.7 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 �_T+ 0=2 = L 0 C 04(R) 1 05 06 07 08 INN 1i 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) 138 17 77 107 107 838 306 462 551 v/c Ratio 0.90 0.14 0.26 0.21 0.16 0.78 0.45 0.72 0.25 Control Delay(s/veh) 97.9 57.0 53.2 0.9 5.2 42.6 8.0 30.3 6.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 97.9 57.0 53.2 0.9 5.2 42.6 8.0 30.3 6.1 Queue Length 50th(ft) -109 13 27 0 7 285 16 231 58 Queue Length 95th(ft) #172 37 54 0 35 #465 99 368 103 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 100 95 160 235 Base Capacity(vph) 154 264 478 701 685 1081 681 644 2240 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 0.90 0.06 0.16 0.15 0.16 0.78 0.45 0.72 0.25 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 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) 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 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 0.62 1.00 0.95 1.00 1.00 1.00 1.00 0.14 1.00 Satd. Flow(perm) 1086 1765 3190 1398 1398 3288 1515 245 3081 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.94 0.94 0.90 0.90 0.92 Adj. Flow(vph) 138 17 0 77 0 214 0 838 306 462 551 0 RTOR Reduction(vph) 0 0 0 0 96 51 0 0 193 0 0 0 Lane Group Flow(vph) 138 17 0 77 11 56 0 838 113 462 551 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) 18.0 6.0 10.0 12.0 52.8 35.2 35.2 76.0 83.0 Effective Green,g(s) 18.0 6.0 10.0 12.0 52.8 35.2 35.2 76.0 83.0 Actuated g/C Ratio 0.15 0.05 0.08 0.10 0.44 0.29 0.29 0.63 0.69 Clearance Time(s) 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 Lane Grp Cap(vph) 192 88 265 139 615 964 444 636 2131 vls Ratio Prot c0.04 0.01 0.02 0.01 0.03 c0.25 c0.25 0.18 v/s Ratio Perm c0.07 0.01 0.07 0.21 vlc Ratio 0.72 0.19 0.29 0.08 0.09 0.87 0.25 0.73 0.26 Uniform Delay,d1 47.8 54.7 51.7 49.0 19.6 40.2 32.4 24.0 6.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 10.2 0.4 0.2 0.1 0.0 10.5 1.4 3.5 0.3 Delay(s) 58.0 55.1 51.9 49.1 19.6 50.8 33.8 27.5 7.2 Level of Service E E D D B D C C A Approach Delay(slveh) 57.7 39.0 46.2 16.5 Approach LOS E D D B Intersection Summary HCM 2000 Control Delay(s/veh) 34.5 HCM 2000 Level of Service C 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 138 17 0 77 0 214 0 838 306 462 551 0 Peak Hour Factor 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.94 0.94 0.90 0.90 0.92 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 237 140 119 138 0 726 611 1589 726 487 2202 1058 Arrive On Green 0.05 0.08 0.00 0.04 0.00 0.08 0.00 0.48 0.48 0.17 0.70 0.00 Sat Flow,veh/h 1688 1772 1502 3322 0 2956 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 138 17 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 6.0 1.1 0.0 2.7 0.0 7.1 0.0 21.1 15.8 17.5 7.6 0.0 Cycle Q Clear(g_c),s 6.0 1.1 0.0 2.7 0.0 7.1 0.0 21.1 15.8 17.5 7.6 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 237 140 119 138 0 726 611 1589 726 487 2202 1058 V/C Ratio(X) 0.58 0.12 0.00 0.56 0.00 0.29 0.00 0.53 0.42 0.95 0.25 0.00 Avail Cap(c_a),veh/h 237 266 225 498 0 1280 680 1589 726 571 2202 1058 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 49.8 51.4 0.0 56.4 0.0 36.8 0.0 21.8 20.4 20.1 6.4 0.0 Incr Delay(d2),s/veh 2.4 0.1 0.0 1.3 0.0 0.1 0.0 1.3 1.8 22.6 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 4.0 0.5 0.0 1.1 0.0 2.5 0.0 8.0 5.6 8.9 2.2 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 52.3 51.5 0.0 57.7 0.0 36.9 0.0 23.0 22.2 42.7 6.6 0.0 LnGrp LOS D D E D C C D A Approach Vol,veh/h 155 291 1144 1013 Approach Delay,s/veh 52.2 42.4 22.8 23.1 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 16.5 0.0 91.5 12.0 16.5 27.0 64.5 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 18.0 18.0 5.0 52.0 6.0 *32 26.0 30.0 Max Q Clear Time(g_c+I1),s 4.7 3.1 0.0 9.6 8.0 9.1 19.5 23.1 Green Ext Time(p-c),s 0.1 0.0 0.0 2.3 0.0 0.4 0.4 2.5 Intersection Summary HCM 7th Control Delay,s/veh 26.9 HCM 7th LOS C Notes User approved volume balancing among the lanes for turning movement. *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 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) 11.0 24.0 24.0 22.0 12.0 24.0 24.0 12.0 24.0 11.0 Total Split(s) 15.0 19.0 30.0 34.0 33.0 38.0 38.0 33.0 60.0 11.0 Total Split(%) 12.5% 15.8% 25.0% 28.3% 27.5% 31.7% 31.7% 27.5% 50.0% 9% 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 2.0 2.0 1.0 2.0 2.0 2.0 2.0 2.0 1.0 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) 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 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) 22.1 8.0 21.1 13.5 38.5 52.9 52.9 71.9 78.9 Actuated g/C Ratio 0.18 0.07 0.18 0.11 0.32 0.44 0.44 0.60 0.66 v/c Ratio 0.71 0.12 0.85 0.54 0.56 0.40 0.15 0.60 0.69 Control Delay(s/veh) 59.3 55.2 63.1 3.8 21.4 27.4 0.4 16.0 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) 59.3 55.2 63.1 3.8 21.4 27.4 0.4 16.0 17.1 LOS E E E A C C A B B Approach Delay(s/veh) 58.9 35.1 22.8 16.9 Approach LOS E D C B 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:0.85 Intersection Signal Delay(s/veh):24.9 Intersection LOS:C Intersection Capacity Utilization 82.1% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 10:Ten Mile Road&Overland Road y , 01 T� 02 L 0 it 04(R) 30 s _ 1 05 06 � 07 � 08 15s 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 } --,, t 140. Lane Group EBL EBT WBL WBT WBR NBT NBR SBL SBT Lane Group Flow(vph) 117 14 478 296 295 583 119 328 1397 v/c Ratio 0.71 0.12 0.85 0.54 0.56 0.40 0.15 0.60 0.69 Control Delay(s/veh) 59.3 55.2 63.1 3.8 21.4 27.4 0.4 16.0 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) 59.3 55.2 63.1 3.8 21.4 27.4 0.4 16.0 17.1 Queue Length 50th(ft) 79 10 184 0 125 146 0 86 284 Queue Length 95th(ft) 114 32 244 0 160 272 0 192 532 Internal Link Dist(ft) 500 1129 317 1010 Turn Bay Length(ft) 100 100 95 160 235 Base Capacity(vph) 170 176 611 665 606 1449 820 631 2025 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 0.69 0.08 0.78 0.45 0.49 0.40 0.15 0.52 0.69 Intersection Summary 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) 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 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 0.23 1.00 0.95 1.00 1.00 1.00 1.00 0.36 1.00 Satd. Flow(perm) 399 1765 3190 1398 1398 3288 1515 637 3081 Peak-hour factor, PHF 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.93 0.93 0.90 0.90 0.92 Adj. Flow(vph) 117 14 0 478 0 591 0 583 119 328 1397 0 RTOR Reduction(vph) 0 0 0 0 252 82 0 0 71 0 0 0 Lane Group Flow(vph) 117 14 0 478 44 213 0 583 48 328 1397 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) 26.3 3.2 21.1 17.7 36.7 48.7 48.7 67.7 74.7 Effective Green,g(s) 26.3 3.2 21.1 17.7 36.7 48.7 48.7 67.7 74.7 Actuated g/C Ratio 0.22 0.03 0.18 0.15 0.31 0.41 0.41 0.56 0.62 Clearance Time(s) 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 Lane Grp Cap(vph) 178 47 560 206 427 1334 614 521 1917 vls Ratio Prot 0.05 0.01 c0.15 0.03 0.08 0.18 0.10 c0.45 v/s Ratio Perm c0.10 0.07 0.03 0.26 vlc Ratio 0.66 0.30 0.85 0.21 0.50 0.44 0.08 0.63 0.73 Uniform Delay,d1 40.2 57.3 48.0 45.0 34.1 25.7 21.9 14.6 15.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 6.5 1.3 11.6 0.2 0.3 1.0 0.3 1.7 2.5 Delay(s) 46.7 58.6 59.6 45.2 34.5 26.8 22.1 16.4 18.1 Level of Service D E E D C C C B B Approach Delay(slveh) 48.0 48.7 26.0 17.8 Approach LOS D D C B Intersection Summary HCM 2000 Control Delay(s/veh) 29.6 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 82.1% 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 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 1744 1772 1744 1772 1744 1786 1758 1646 1772 Adj Flow Rate,veh/h 117 14 0 478 0 591 0 583 119 328 1397 0 Peak Hour Factor 0.92 0.92 0.92 0.90 0.92 0.90 0.92 0.93 0.93 0.90 0.90 0.92 Percent Heavy Veh,% 2 2 2 4 2 4 2 4 1 3 11 2 Cap,veh/h 336 163 138 535 0 973 149 1244 568 470 1788 859 Arrive On Green 0.07 0.09 0.00 0.16 0.00 0.19 0.00 0.38 0.38 0.14 0.57 0.00 Sat Flow,veh/h 1688 1772 1502 3322 0 2956 1688 3313 1514 1674 3127 1502 Grp Volume(v),veh/h 117 14 0 478 0 591 0 583 119 328 1397 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 6.6 0.9 0.0 16.9 0.0 20.1 0.0 16.0 6.4 14.2 41.5 0.0 Cycle Q Clear(g_c),s 6.6 0.9 0.0 16.9 0.0 20.1 0.0 16.0 6.4 14.2 41.5 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 336 163 138 535 0 973 149 1244 568 470 1788 859 V/C Ratio(X) 0.35 0.09 0.00 0.89 0.00 0.61 0.00 0.47 0.21 0.70 0.78 0.00 Avail Cap(c_a),veh/h 344 177 150 637 0 1098 218 1244 568 602 1788 859 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 35.2 49.9 0.0 49.3 0.0 33.7 0.0 28.4 25.4 19.6 19.9 0.0 Incr Delay(d2),s/veh 0.2 0.1 0.0 12.1 0.0 0.4 0.0 1.3 0.8 1.4 3.5 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 2.7 0.4 0.0 7.7 0.0 7.0 0.0 6.3 2.4 5.3 14.4 0.0 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 35.4 50.0 0.0 61.4 0.0 34.2 0.0 29.7 26.2 21.0 23.4 0.0 LnGrp LOS D D E C C C C C Approach Vol,veh/h 131 1069 702 1725 Approach Delay,s/veh 36.9 46.4 29.1 22.9 Approach LOS D D C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 26.3 18.0 0.0 75.6 14.4 29.9 23.6 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 23.0 12.0 5.0 53.0 9.0 *28 26.0 31.0 Max Q Clear Time(g_c+I1),s 18.9 2.9 0.0 43.5 8.6 22.1 16.2 18.0 Green Ext Time(p-c),s 0.4 0.0 0.0 4.6 0.0 0.8 0.3 2.1 Intersection Summary HCM 7th Control Delay,s/veh 31.5 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 E APPENDIX E: RITA Map Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy' Y 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