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HomeMy WebLinkAboutQUIK TRIP - PDP230010 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYTitle Lamp Rynearson P | 2 QUIKTRIP – PROSPECT TRAFFIC MEMO E. PROSPECT ROAD AND SW FRONTAGE ROAD FORT COLLINS, COLORADO Project No. 0222053.01-056 Date: MAY 22, 2023 MEMORANDUM TO: QUIKTRIP CORPORATION FROM: MATTHEW KRUSE, PE, PTOE SUBJECT: QUIKTRIP TRAFFIC ANALYSIS DATE: MAY 22, 2023 CC: Introduction: Lamp Rynearson was contacted to provide engineering services for the proposed QuikTrip Site located within the proposed Gateway Development. This report is an addendum to the original Gateway Master Transportation Study completed in April 2016 by Delich Associated along with the addendum report completed by Delich Associates in February 2023. These two studies did not include the same intersections in each of them, therefore, this study mainly focused on the intersection of Prospect Road and SW Frontage Road to allow for comparison between the three studies. Both of the previous studies had shown the site consisting of a 12-pump gas station. However, this site is anticipated to consist of 16 pumps. The main access to the site is anticipated to be along Access C and it is anticipated that all of the trips will utilize the intersection of SW Frontage Road and Access C to get to and from the site in the year 2025. By the year 2045 scenario, the roadway of SW Frontage Road is anticipated to be improved to include a median at the intersection of Access C. This roadway improvement is also anticipated to include a roundabout at the intersection of SW Frontage Road and Access F/Access D/Access E. In this study, Access D and Access E were combined to one movement as this had relatively low volumes on the approaches and did not impact the analysis. The overall site location is shown in Figure 1 of the study and a current aerial is included in Figure 2. A goal of this traffic analysis was to estimate the level of service and queue lengths at the proposed access points along with other intersections along Prospect Road with a primary focus on the intersection of E. Prospect Road and SW Frontage Road. This also analyzes if the proposed interim improvements along SW Frontage Road are adequate to handle the addition of the site traffic. Another goal was to compare the 2045 scenarios with the previously completed traffic studies to show the potential change between the 16 pumps 2 verses the original 12 pumps. The methodology for the traffic analysis and the overall findings are included and summarized in this traffic memo. Data Collection: As stated earlier, the previously completed Gateway at Prospect TIS completed by Delich Associates in April 2016 along with the addendum Gateway Master Transportation Impact Study completed by Delich Associates in February 2023 were used as references for this study. The background traffic volumes were taken from the Gateway Master Transportation Impact Study. The whole development trip generation was utilized from the Gateway at Prospect TIS. The original generated trips for the QuikTrip site were removed from the whole development trip generation table. A growth rate of 2 percent was used in this study as shown in the previous studies. Figure 4 shows the 2023 background traffic volumes for the AM peak hour while the PM peak hour volumes can be found in Figure 5. These volumes were taken from the addendum report. The 2025 AM Background traffic volumes are included in Figure 6 with the 2025 PM peak hour shown in Figure 7. Figures 8 and 9 include the 2045 AM and PM background volumes, respectively. The overall master site volumes, with the removal of the generated trips from the QuikTrip site, were then added as separate figures. With the different layout along SW Frontage Road, two master trip generation figures were developed. The interim scenario does not include the roundabout and the reconstruction of SW Frontage Road. The full build-out master trip generation matches the original study with the exception of the original gas station trips. The Interim Master Site trip distribution volumes are shown in Figure 10 for the AM peak hour and Figure 11 for the PM peak hour. The Full Build-out Master Site trip distribution volumes are included in Figures 12 and 13 for the AM and PM peak hour, respectively. Trip Generation: The area studied as part of this traffic study is currently undeveloped land. The goal of this study was to estimate the impact of the 16-pump gas station on the surrounding roadway network in comparison to the original 12-pump gas station. A trip generation table was completed to estimate the number of trips generated by the site. The site is anticipated to 3 have an ADT of 3,383 compared to 3,182 trips in the previous addendum study. The AM peak hour is anticipated to generate 257 trips compared to 192 trips in previous addendum study. The PM peak hour is anticipated to generate 295 trips compared to 222. There is anticipated to be a pass-by trip reduction of 76 percent in the AM peak hour and 75 percent in the PM peak hour. The vehicle trips generated by each of the options for the proposed development were estimated using standard trip generation rates, as published in the ITE Trip Generation Manual, 11th Edition, 2021. When possible, the formulas for trip generation estimates were used instead of average rates. A detailed breakdown of the trip generation rates is shown in Table 1 for the daily AM and PM peak hour. The vehicle trips estimated by the trip generation process were directionally distributed onto the roadway network using the same directional percentages from the previous two traffic studies. Similar to the master trip generation figures, two scenarios, interim and full build-out figures were completed. The Interim AM peak hour trip distribution volumes are included in Figure 14 with the Interim PM peak hour shown in Figure 15. The full build-out trip distribution is shown in Figure 16 for the AM peak hour and Figure 17 in the PM peak hour. These site generated trips, along with the master site trips are then added to the respective background traffic volumes to estimate the scenario build out volumes for the AM and PM peak hour. A scenario without the QuikTrip volumes were shown in Figures 18 and 19 for the AM and PM peak hour. These figures include the 2025 background volumes along with the interim master site trip distribution. Figure 20 and Figure 21 show the 2025 build-out volumes, which include the 2025 background volumes, interim master site trip distribution and the interim QuikTrip trip distribution. The 2045 build-out volumes are shown in Figure 22 for the AM peak hour and Figure 23 for the PM peak hour. The 2045 volumes include the 2045 background volumes, the full-build-out master site trip distribution and the full build- out QuikTrip site trip distribution volumes. Traffic Analysis: Synchro analysis was completed on seven intersections around the development in the background and full build-out scenarios. The level of service (LOS) was then determined based on the Synchro inputs. LOS is a measure of effectiveness for intersection operating 4 conditions and is based on delay experienced by vehicles passing through the intersection. LOS ranges from “A” to “F,” with LOS “A” representing little or no delay, and LOS “F” representing extreme delay. LOS “C” or better is considered desirable, LOS “D” being acceptable in some urban situations. The qualitative definition of each category can be found in the Appendix. The following Table 2 shows the intersection LOS Criteria for both signalized and unsignalized intersection (HCM 2010): Table 2 – Intersection LOS Criteria LEVEL OF SERVICE Signalized Control Delay Range Unsignalized Control Delay Range A ≤ 10 seconds ≤10 seconds B >10 and ≤ 20 seconds >10 and ≤ 15 seconds C >20 and ≤ 35 seconds >15 and ≤ 25 seconds D >35 and ≤ 55 seconds >25 and ≤ 35 seconds E >55 and ≤ 80 seconds >35 and ≤ 50 seconds F >80 seconds >50 seconds The intersections that were analyzed as part of this study included SW Frontage Road and E. Prospect Road, Summit View and E. Prospect Road, Timberline Road and E. Prospect Road, SW Frontage Road and Access C, and SW Frontage Road and Access D / Access E / Access F. The Synchro outputs are included in the appendix of this study. The results of the traffic analysis for the existing intersections are summarized below: 2025 Build-out Scenario: Three scenarios were completed for this year for comparison. The first scenario includes the level of service for the background traffic with the addition of traffic generated from the QuikTrip Site. The second scenario shows the level of service for the background traffic with the master site (no QuikTrip volumes). The final scenario shows the level of service for the background volumes, plus the master site, plus the QuikTrip site. All of these scenarios includes the roadway improvements from the previously completed traffic studies. This includes a westbound and southbound right turn lane at the intersection of Prospect Road and SW Frontage Road. A northbound right turning movement was also added to the Access C intersection. In the 2025 Build-out (QuikTrip Only) scenario, the intersection of E. Prospect Road and SW Frontage Road is anticipated to decrease in 5 performance to a LOS of C in both peak hours from a LOS of B in both peak hours in the 2025 background scenario. Even with the improvements on the north leg of the intersection, the southbound through/left movement is anticipated to operate at a LOS of E in both peak hours, whereas the full movement in the 2025 background scenario is anticipated to operate at a LOS of C in both peak hours. This is also the case for the 2025 build-out (No QuikTrip) scenario. The total site scenario anticipates this movement to be a LOS of F in both peak hours. The 2025 build-out level of service (QuikTrip Only) volumes shown in Figure 29. The 2025 build-out level of service with no QuikTrip Volumes are included in Figure 30. The 2025 build-out level of service for the total site are included in Figure 31. The Queue Lengths are shown in Figures 36, 37, and 38 respectively. 2045 Build-out Scenario: This scenario includes the roadway improvements from the previously completed traffic studies which includes Prospect Road being improved to include two through lanes in the east/west direction along with dual northbound and southbound left turn lanes at the SW Frontage Road and Prospect Road intersection. This scenario includes the background traffic, the full-build-out master site traffic (without the original gas station trips), and the proposed QuikTrip site trips. The overall intersection is anticipated to operate at a LOS of D in both peak hours which is a slight decrease in the PM peak hour from the 2025 full build-out scenario. All but two of the individual movements at this intersection are anticipated to operate at a LOS of D or better. The eastbound left turning movement is anticipated to operate at a LOS of F in the AM peak hour and a LOS of E in the PM peak hour. The southbound left turning movement is anticipated to operate at a LOS of F in both peak hours. The 2045 build-out level of service for the total site is included in Figure 32. The Queue Lengths are shown in Figure 39. Conclusions: · The site is planned to consist of a 16-pump gas station. The previous study showed a 12-pump gas station. · The Gateway development is proposed to be built on the north side of Prospect Road on each side of the SW Frontage Road. As a part of the Gateway development, the QuikTrip site is planned to be located on the northeast corner of 6 the intersection of E. Prospect Road and SW Frontage Road. Full access would be provided along Access C in the interim period. Once the SW Frontage Road is improved in the future, Access C would become a right in/right out. Traffic coming from the north on the SW Frontage Road would utilize Access F to access the site. · All of the individual movements at the access intersections along SW Frontage Road are anticipated to operate at a LOS of C or better in all scenarios. · The majority of the anticipated queues are not anticipated to queue past other intersections. The eastbound through movement at the intersection of E. Prospect Road and SW Frontage Road is anticipated to extend past the intersection to the west in all scenarios. This intersection is not a main thoroughfare, however, and is not anticipated to cause many conflicts. This is also the case for the eastbound left turning movement at the intersection of E. Prospect Road and Timberline Road. · The anticipated operational performance is at an adequate level and no additional improvements are anticipated based on the analysis. · The performance at the intersection of E. Prospect Road and SW Frontage Road is anticipated to be comparable to the previously completed studies. Site Trips For Proposed Development QuikTrip Lot No. Land Use Intensity Unit ADT Rate In Out Total Rate In Out Total Rate In Out Total Rate In Out Total Convenience Store/Gas Station (GFA 2-4k) 16 VFP 211.44 /VFP 3383 16.06 128 129 257 18.42 147 148 295 76% 30 31 62 75% 37 37 74 Additional Traffic 3383 128 129 257 147 148 295 30 31 62 37 37 74 Notes: 1. All trip generation rates based on "Trip Generation", Institute of Transportation Engineers, 11th Edition 2. Peak hour directional splits from "Trip Generation": Convienience Store/Gas Station (GFA 4-5.5k) 50% 50% 50% 50% Trip Rate AM Peak Hour PM Peak Hour Internal Reduced Trips Daily AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour TABLE 1 Trip Generation 5/21/23 10:09 PM FIGURE 1 SITE LOCATION Project Location N 5/21/23 10:09 PM FIGURE 2 SITE PLAN ACCESS C E. PROSPECT ROADSW FRONTAGE ROAD 50'250'130'175'155'130' 275' 285'300'75'280'450'5/21/23 10:09 PM 350' 250' FIGURE 3 EXISTING GEOMETRY Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Storage Length Roundabout Intersection SW Frontage E. Prospect Road Summit ViewTimberline Road1,950'7,300' 11559769251508738 79 46 715 10 1254 5 688 489 322816 338 0061525/21/23 10:09 PM 155 1284 747 430928 1230 12 32 706 3 10111935325225 61FIGURE 4 2023 AM PEAK HOUR BACKGROUND VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access ASummit ViewTimberline Road 5/21/23 10:09 PM 2 801315500 1196 785 5757613109 0761 1214 1231 439 2 12 130 75 27 53 18 855 907 962 8667112317112557416805545959545 FIGURE 5 2023 PM PEAK HOUR BACKGROUND VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access ASummit ViewTimberline Road 5/21/23 10:09 PM 3 1011115500 735 509 72053633510 0716 744 777 352 5 12 82 48 33 26 29 849 1305 1336 1280450933120621919754063545463 FIGURE 6 2025 AM PEAK HOUR BACKGROUND VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access ASummit ViewTimberline Road 5/21/23 10:09 PM 2 801415500 1244 817 5987923239 0792 1263 1281 457 2 12 135 78 28 55 19 890 944 1001 9017412418117580437105747999947 FIGURE 7 2025 PM PEAK HOUR BACKGROUND VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access ASummit ViewTimberline Road 5/21/23 10:09 PM 5 1521715500 1091 756 107079649815 01064 1105 1155 523 8 19 122 71 49 39 43 1262 1939 1985 1902660144917892313514485994808094 FIGURE 8 2045 AM PEAK HOUR BACKGROUND VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access ASummit ViewTimberline Road 5/21/23 10:09 PM 3 1202015500 1849 1214 889117647914 01176 1877 1903 679 3 19 201 116 42 82 28 1322 1402 1487 133911023626173861631050857014714770 FIGURE 9 2045 PM PEAK HOUR BACKGROUND VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access ASummit ViewTimberline Road 155 5/21/23 10:09 PM 11 23 10 944 17 10 53 110 35 151331315162649036 PROJECT LOCATION0 33628 0 168 360016907100 0 FIGURE 10 AM PEAK HOUR INTERIM MASTER SITE Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadAccess D / Access E 024500 0 0 16 0 94 136009900 0 13612PROJECT LOCATION0 777 8 66 86145122 29 60 17 61 24 66 50 49 102 50 41155 5/21/23 10:09 PM FIGURE 11 PM PEAK HOUR INTERIM MASTER SITE Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadAccess D / Access E 34353431 0 34 0 219 0311010212860 9 4130PROJECT LOCATION 182217 20 14 2559071224 69 142 72 15 57 17 158 72 153 158 61155 5/21/23 10:09 PM FIGURE 12 FULL AM MASTER SITE TRIP DISTRIBUTION VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadAccess D / Access E 1333214167 0 42 0 325 0281024945950 41 5300PROJECT LOCATION 222723 28 66 38651172464 91 190 167 61 76 66 144 88 183 144 73155 5/21/23 10:09 PM FIGURE 13 FULL PM MASTER SITE TRIP DISTRIBUTION VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadAccess D / Access E 12% 5% 30% 30% 10% 3% 10% 0 -828-110004 8 5/21/23 10:09 PM PROJECT LOCATION IN: OUT: 128 129 15500 0 10 -30 0 0030 00 0 0 0 0 0 0 40 0 0 38 0 0 0 -290003735352001000 0 117 0 0 0 0-101160-101313300 0 0 00 0 0 030FIGURE 14 INTERIM AM PEAK HOUR TRIP DISTRIBUTION VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadAccess D / Access E 5/21/23 10:09 PM 10% 3% 0 -833-1330% 15500 0 0004 9 11 -33 0 0040 00 0 0 0 0 0 0 44 12% 0 0 0 -33 30% OUT: 148 0 0 0 44000414140 PROJECT LOCATION 5% IN: 147 0010021320 0 0 0-11133 0 0 0 0400-111515 0 0 10%0400 0 FIGURE 15 INTERIM PM PEAK HOUR TRIP DISTRIBUTION VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadAccess D / Access E 155 5/21/23 10:09 PM00-829-1210%30%000 0004 8 10 -30 0 0030 00 0 0 0 0 0 0 40 12% 0 0 0 -29 30%35OUT: 129 0 0 0 3820003735 PROJECT LOCATION 3%5% IN: 128116 001000 -90 0 0 117020107128 0 10%0-10130 0 FIGURE 16 FULL AM PEAK HOUR TRIP DISTRIBUTION VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadAccess D / Access E 155 5/21/23 10:09 PM00-832-1310%30%000 0004 9 11 -33 0 0040 00 0 0 0 0 0 0 44 12% 0 0 0 -33 30%41OUT: 148 0 0 0 4420004040 PROJECT LOCATION 3%5% IN: 147132 001000 -120 0 0 132040121148 0 10%0-11150 0 FIGURE 17 FULL PM PEAK HOUR TRIP DISTRIBUTION VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadAccess D / Access E 155 5/21/23 10:09 PM 3 229000720 752 787 705 509 72053633810 0352 5 12 82 48 0 73 849 1305 1336 12514440260673508235 PROJECT LOCATION 120621929750 0 0 0531160441313 0 117 0 0 0 066005700 0 0 FIGURE 18 2025 AM PEAK HOUR BUILD-OUT VOLUMES QUIKTRIP VOLUMES ONLY - NO MASTER DEVELOPMENT Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadAccess D / Access E 155 5/21/23 10:09 PM 2 033100796 1272 1292 1211 817 5987923279 0457 2 12 135 78 0 72 890 944 1001 86864575506320011542 PROJECT LOCATION 117580447100 0 0 0361320881515 0 133 0 0 0 0510010300 0 0 FIGURE 19 2025 AM PEAK HOUR BUILD-OUT VOLUMES QUIKTRIP VOLUMES ONLY - NO MASTER DEVELOPMENT Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadAccess D / Access E 155 5/21/23 10:09 PM 3 1011100727 767 787 735 509 72053634410 0396 5 12 82 48 17 43 902 1415 1371 1295142534116553790810 PROJECT LOCATION0 120621949750 0 0 0990 28 0 168 36630022300 0 075500 0 FIGURE 20 2025 AM PEAK HOUR BUILD-OUT VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadAccess D / Access E 155 5/21/23 10:09 PM 2 801400841 1365 1331 1244 817 5987923649 0481 2 12 135 78 66 78 919 1004 1018 9621016463661053251961 PROJECT LOCATION0 117580557100 0 0 01830 16 0 94 136470019800 0 02410400 0 FIGURE 21 2025 AM PEAK HOUR BUILD-OUT VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadAccess D / Access E 155 5/21/23 10:09 PM 3 229000731 775 797 705 509 72053634710 0396 5 12 82 48 17 83 902 1415 1371 126617753411693399011835 PROJECT LOCATION116 120621959750 0 0 089117 28 0 168 3666002131313 0 075800 0 FIGURE 22 2025 AM PEAK HOUR BUILD-OUT VOLUMES QUIKTRIP AND MASTER Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadAccess D / Access E 02410800 0 133 16 0 94 13651001871515 0 0 0 0 017211758056710PROJECT LOCATION132 14164 63 66 149345113742 919 1004 1018 929 481 2 12 135 78 66 122 845 1374 1342 1211 817 5987923689 0155 5/21/23 10:09 PM 2 033100FIGURE 23 2025 AM PEAK HOUR BUILD-OUT VOLUMES QUIKTRIP AND MASTER Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadAccess D / Access E 3435104161 0 34 0 219 117311961021473128 9 498116PROJECT LOCATION 17892315414487376 59 14 3369017435273 1331 2081 2057 1888 580 8 19 122 71 17 247 1140 1266 1323 1061 756 107079656215 0155 5/21/23 10:09 PM 5 731500FIGURE 24 2045 AM PEAK HOUR BUILD-OUT VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadAccess D / Access E 13332277217 0 42 0 325 132281742494863148 41 588132PROJECT LOCATION 17386186105055108 110 66 4585132242541 1413 1592 1654 1367 755 3 19 201 116 66 230 1268 2069 2058 1816 1214 889117655614 0155 5/21/23 10:09 PM 3 432700FIGURE 25 2045 PM PEAK HOUR BUILD-OUT VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Traffic Volume Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadAccess D / Access E D 47 (D 36)C 23 (A 3)C 35 (D 54)A 1 (A 1) D 49 (A 8)C 23 (A 10)C 22 (C 27)A 5 (A 3)A 2 (A 3) F 80 (E 74)D 51 (A 6)A 6 (A 3) A 9 (B 16)A 5 (B 16) A 5 (B 16)E 59 (F 90)A 0 (A 0)A 3 (A 8)D 52 (E 68)E 63 (E 62)E 67 (F 96) 5/21/23 10:09 PM D 43 (E 56) C 34 (B 12) B 17 (B 14) B 17 (B 14) B 14 (F 86) E 56 (D 37)A 1 (A 7)C 26 (D 39)D 40 (A 3)FIGURE 26 2023 BACKGROUND PEAK HOUR LEVEL OF SERVICE Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Level of Service AM(PM), seconds Roundabout Intersection SW Frontage E. Prospect Road Summit ViewTimberline Road 5/21/23 10:09 PMD 40 (A 3)B 16 (F 96) A 5 (B 16) B 17 (B 14) E 59 (D 37)A 10 (B 19)A 5 (B 18)E 61 (F 100)C 26 (D 41)A 8 (A 9)A 0 (A 0)B 20 (B 15) F 81 (E 79)D 54 (A 7)A 6 (A 3)C 23 (C 28)D 45 (E 61) D 43 (B 14) E 72 (F 103)E 64 (A 9)C 29 (B 11) A 5 (A 4)A 2 (A 3)A 4 (A 9)D 55 (F 82)E 63 (E 63)C 26 (A 3)C 35 (D 54)A 1 (A 1) D 50 (D 36) FIGURE 27 2025 BACKGROUND PEAK HOUR LEVEL OF SERVICE Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Level of Service AM(PM), seconds Roundabout Intersection SW Frontage E. Prospect Road Summit ViewTimberline Road 5/21/23 10:09 PMD 44 (A 9)F 114 (F 349) A 5 (B 16) B 17 (B 14) F 175 (E 63)C 24 (F 192)B 13 (F 186)F 257 (F 410)C 30 (F 83)C 21 (C 31)A 0 (A 0)F 145 (F 124) F 200 (F 320)F 132 (F 424)B 14 (B 12)C 26 (C 35)F 141 (F 184) F 187 (F 142) F 222 (F 394)F 296 (E 66)F 231 (E 57) A 8 (A 5)A 3 (A 5)A 9 (A 10)F 123 (F 162)E 71 (E 68)D 41 (C 33)D 36 (E 60)A 1 (A 2) F 153 (E 61) FIGURE 28 2045 BACKGROUND PEAK HOUR LEVEL OF SERVICE Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Level of Service AM(PM), seconds Roundabout Intersection SW Frontage E. Prospect Road Summit ViewTimberline Road A 5 (B 16) F 141 (F 184) 5/21/23 10:09 PMD 49 (D 45)B 16 (F 96) E 59 (D 38)A 10 (D 45)A 0 (A 0)A 8 (C 26)E 61 (F 100)C 26 (D 41)A 8 (A 10)A 0 (A 0)D 46 (E 61) D 43 (C 30) C 26 (C 22) F 81 (E 79)D 55 (B 14)A 0 (A 0)C 29 (A 5) E 72 (F 103)E 64 (B 15)A 0 (A 0)C 35 (B 14) A 5 (A 5)A 3 (A 5) A 1 (A 1) D 50 (D 36)A 0 (A 0)A 2 (A 2)A 4 (A 9)D 55 (F 82)E 63 (E 63)C 26 (A 5)C 35 (C 35)PROJECT LOCATION B 15 (B 13)E 61 (E 64)A 0 (A 0)A 0 (A 0)A 0 (A 0)A 2 (A 2)A 10 (B 11) A 0 (A 0)A 0 (A 0)A 0 (A 0)A 0 (A 0) FIGURE 29 2025 BUILD-OUT PEAK HOUR LEVEL OF SERVICE QUIKTRIP VOLUMES - NO MASTER Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadLevel of Service AM(PM), seconds Access D / Access E A 5 (B 16) F 141 (F 184) 5/21/23 10:09 PMB 13 (B 13)C 33 (A 2)B 19 (F 96) E 65 (D 39)A 10 (E 74)A 0 (A 0)A 10 (C 31)E 65 (F 100)C 26 (D 42)A 8 (B 14)A 0 (A 0)D 48 (E 62) E 70 (D 48) D 40 (C 24) F 102 (E 79)D 55 (C 31)E 37 (C 18)B 14 (A 6) E 76 (F 101)F 106 (B 19)A 0 (A 0)E 58 (B 17) A 5 (A 5)A 4 (A 5)A 4 (A 9)D 54 (F 90)E 64 (E 65)C 29 (A 7)C 35 (D 36)A 1 (A 1) D 50 (D 36) PROJECT LOCATION E 79 (E 68)F 677 (D 26)A 0 (A 0)A 0 (A 0)A 2 (A 2)A 0 (A 0)A 10 (B 11)A 3 (A 6)A 0 (A 0)A 0 (A 0)A 0 (A 0)A 0 (A 0) FIGURE 30 2025 BUILD-OUT PEAK HOUR LEVEL OF SERVICE NO QUIKTRIP VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadLevel of Service AM(PM), seconds Access D / Access E A 5 (B 16) 5/21/23 10:09 PM D 48 (E 62) E 70 (D 50) D 52 (C 30) F 141 (F 184)D 44 (D 43)A 0 (A 0)A 10 (E 77)A 0 (A 0) B 19 (F 96)A 8 (B 14)E 65 (F 100)C 26 (D 42)E 66 (D 39) F 102 (E 79)D 55 (C 31)D 35 (C 16)D 42 (B 12) B 11 (D 36) E 76 (F 101)F 107 (B 19)A 0 (A 0)E 74 (C 21) A 5 (A 5)A 4 (A 5) A 0 (A 0)A 4 (A 3)F 623 (D 28)F 105 (F 84)B 11 (B 11)A 0 (A 0)C 29 (A 7)C 35 (D 36)A 1 (A 1) D 50 (D 36) PROJECT LOCATION B 12 (B 14)A 0 (A 0)A 1 (A 1)A 10 (B 11)A 3 (A 6)A 4 (A 9)E 63 (E 66)D 54 (F 90)A 0 (A 0)A 0 (A 0) FIGURE 31 2025 BUILD-OUT PEAK HOUR LEVEL OF SERVICE QUIKTRIP AND MASTER Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadLevel of Service AM(PM), seconds Access D / Access E A 7 (B 14)A 7 (B 13)A 6 (A 8)A 9 (B 10)A 0 (A 0)F 109 (F 100)F 87 (E 78)A 9 (B 17)D 39 (C 29) B 15 (C 18) B 12 (C 19)A 0 (A 0)PROJECT LOCATION B 15 (B 11)A 2 (A 3) A 0 (A 0)D 38 (C 33)D 37 (D 37)A 6 (A 6)A 6 (B 12) C 22 (B 11)A 0 (A 0) A 8 (A 8) D 47 (C 35)F 97 (F 86)D39 (C 32)B 15 (B 18)F 175 (F 374) F 90 (F 174) B 20 (C 21) D 40 (D 37) F 132 (F 203)C 22 (C 17)F 125 (E 68)E 73 (E 61) A 9 (B 17)A 0 (A 0)A 10 (C 32)A 0 (A 0)C 34 (F 203)C 28 (E 73)D 53 (C 32)F 184 (F 365)A 0 (A 0)D 51 (D 52)A 5 (B 16) F 141 (F 184) 5/21/23 10:09 PMD 52 (D 52)F 153 (F 351)A 1 (A 1)FIGURE 32 2045 BUILD-OUT PEAK HOUR LEVEL OF SERVICE Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadLevel of Service AM(PM), seconds Access D / Access E 335,420 (325,405) 70,#145 (110,#190) 295,#395 (290,360) 50,180 (~560,#810)160,205 (300,370)30,95 (15,85)85,285 (305,#1225) 680,#1260 (275,500) 5,5 (5,5) 5,10 (5,10)40,70 (20,40)255,#345 (245,#350)0,20 (0,45)15,#45 (10,35) 195,310 (280,#1130)30,80 (0,0)335,420 (325,405) 145,#215 (~195,#310) 5/21/23 10:09 PM10,35 (0,5)0,0 (0,0)290,#385 (~260,#380)5,45 (20,75)0,0 (0,0) ~915,#1220 (145,450) 5,5 (0,5)25,50 (15,40)FIGURE 33 2023 BACKGROUND PEAK HOUR QUEUE LENGTHS Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Queue Lengths AM 50th,95th(PM 50th,95th), seconds Roundabout Intersection SW Frontage E. Prospect Road Summit ViewTimberline Road 5/21/23 10:09 PM10,35 (0,5)60,210 (~605,#855) 335,420 (325,405) 310,#420 (300,375)210,335 (320,#1210)95,310 (355,#1310)305,#415 (~285,#405)165,215 (315,395)40,115 (35,115)0,0 (0,0)70,#145 (115,#210)15,#50 (10,40)5,10 (5,10)5,45 (20,75)155,#235 (~215,#325)~990,#1295 (155,500)795,#1350 (300,555) 5,5 (0,5)5,5 (5,5)0,25 (0,50)270,#365 (260,#385)40,70 (20,40)35,90 (0,0)25,55 (15,40)0,0 (0,0) 360,455 (335,415) FIGURE 34 2025 BACKGROUND PEAK HOUR QUEUE LENGTHS Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Queue Lengths AM 50th,95th(PM 50th,95th), seconds Roundabout Intersection SW Frontage E. Prospect Road Summit ViewTimberline Road ~260,#2460 (~1190,#1615) 5,10 (5,10)10,60 (40,110)525,#1015 (~1920,#2185) ~1955,#2305 (~1285,#1550) 5,10 (0,5) 5,30 (5,25) 225,840 (~1860,#2445) ~695,#835 (~585,#755) ~300,#415 (~440,#565) 5/21/23 10:09 PM ~125,#255 (~240,#400) ~600,#735 (515,#680) ~515,780 (~1360,#1625) 335,420 (325,405)0,0 (0,0)~485,#615 (~475,#610)60,#100(30,55)10,70 (10,70)15,45 (0,20)~640,#775 (~585,#715)270,340 (~600,#735)195,330 (235,#390)~45,#100 (~85,#205) 0,0 (0,15)90,155 (40,95)35,70 (20,50)FIGURE 35 2045 BACKGROUND PEAK HOUR QUEUE LENGTHS Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Queue Lengths AM 50th,95th(PM 50th,95th), seconds Roundabout Intersection SW Frontage E. Prospect Road Summit ViewTimberline Road 5/21/23 10:09 PM 60,210 (~605,#855) 335,420 (325,405)25,55 (25,60)45,120 (35,120)0,0 (0,0)70,#145 (115,#210)15,#50 (20,60)--,0 (--,0)10,#75 (10,25) 310,#425 (305,375)215,345 (~825,#1200)--,0 (--,0)135,375 (520,#1345)305,#415 (~285,#405)165,215 (315,395)5,5 (0,5)5,10 (5,10) 0,0 (0,0) 360,#455 (335,415)--,0 (--,0)5,20 (0,15) 155,#235 (~215,#325)~990,#1300 (360,600) --,0 (--,0)850,#1390 (360,585)0,50 (0,55)PROJECT LOCATION 65,115 (80,150)0,25 (0,50)270,#365 (260,#385)40,70 (20,40)35,90 (0,25)25,55 (15,35)--,0 (--,0)--,0 (--,0)--,0 (--,0)--,5 (--,5)--,15 (--,20) --,0 (--,0)--,0 (--,0)--,0 (--,0)--,0 (--,0) FIGURE 36 2025 BUILD-OUT PEAK HOUR LEVEL OF SERVICE QUIKTRIP VOLUMES - NO MASTER DEVELOPMENT Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadQueue Lengths AM 50th,95th(PM 50th,95th), seconds Access D / Access E 5/21/23 10:09 PM 85,240 (~600,#850) 335,420 (325,405)10,35 (0,5)10,30 (15,25)--,15 (--,20) 320,#440 (325,405)225,360 (~1050,#1350)--,0 (--,0)210,415 (590,#1400)310,#425 (~285,#405)165,215 (320,400)0,0 (0,0)35,110 (65,170)70,#165 (115,#210)15,#50 (25,#120) 175,#265 (~225,#340)~1175,#1490 (435,#830) --,0 (--,0)~1225,#1490 (445,725) 0,0 (0,0) 380,#495 (350,430)--,0 (--,0)5,15 (0,20) 5,5 (0,5)5,10 (5,10) PROJECT LOCATION 120,#220 (75,145)0,20 (0,50)265,#340 (~270,#390)40,70 (25,50)45,95 (0,30)25,55 (20,50)--,250 (--,25)--,0 (--,0)0,50 (0,50)--,0 (--,0)--,25 (--,15)--,5 (--,10)--,0 (--,0)--,0 (--,0)--,0 (--,0)--,0 (--,0) FIGURE 37 2025 BUILD-OUT PEAK HOUR LEVEL OF SERVICE NO QUIKTRIP VOLUMES Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadQueue Lengths AM 50th,95th(PM 50th,95th), seconds Access D / Access E 265,#340 (~270,#390)40,70 (25,50)0,20 (0,50)~1200,#1465 (500,705) 5,10 (5,10)0,55 (0,60)70,#165 (115,#210) 320,#445 (330,405) 0,0 (0,0) --,0 (--,0) 85,240 (~600,#850) 335,420 (325,405) 230,370 (~1060,#1365) 380,#495 (350,430) 175,#265 (~225,#340)165,215 (320,400)40,115 (70,175)--,0 (--,0)0,0 (0,0)--,15 (--,20)15,#50 (25,#120) 5/21/23 10:09 PM 20,#100 (25,40) 210,410 (690,#1355)25,55 (25,60)310,#425 (~285,#405)25,60 (20,50)45,95 (0,30)--,245 (--,25)~1175,#1490 (435,#840) 5,5 (0,5) --,0 (--,0)180,#345 (140,#295)PROJECT LOCATION 15,30 (15,40)--,0 (--,0)--,25 (--,15)--,5 (--,10)--,5 (--,5)--,20 (--,30)--,0 (--,0)--,0 (--,0) FIGURE 38 2025 BUILD-OUT PEAK HOUR LEVEL OF SERVICE Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadQueue Lengths AM 50th,95th(PM 50th,95th), seconds Access D / Access E ~165,#345 (125,#305) 155,290 (545,#1005)25,55 (25,55)0,0 (0,0)110,#205 (~215,#365)25,60 (25,60)20,95 (75,190)0,0 (0,0) --,0 (--,0)5,15 (5,10)~715,#970 (475,#705) 5,15 (5,20) PROJECT LOCATION ~470,#605 (~335,#460)70,#130 (40,#75)10,70 (35,105)55,#95 (85,125) 5/21/23 10:09 PM ~615,#865 (~1415,#1680) 335,420 (325,405) 340,#410 (315,370)~410,#500 (~395,#480)190,275 (490,710) --,10 (--,20)290,360 (~685,#825)245,415 (~365,#595)0,0 (0,0)--,0 (--,0) ~45,#105 (~100,#160) 0,10 (0,30)50,90 (35,70)--,20 (--,10)5,10 (5,5) 565,#935 (305,430) --,0 (--,0) ~315,#435 (~490,#610) 365,425 (350,405)60,125 (50,150)85,155 (55,110)--,5 (--,15)--,0 (--,0)--,5 (--,5)--,5 (--,5)--,0 (--,0)--,30 (--,45)--,5 (--,5)--,0 (--,5) FIGURE 39 2045 BUILD-OUT PEAK HOUR LEVEL OF SERVICE Signalized Intersection Through Traffic Lane Turning Traffic Lane (Right or Left Lane) LEGEND Unsignalized Intersection Roundabout Intersection SW Frontage E. Prospect Road Access C Access F Access ASummit ViewTimberline RoadQueue Lengths AM 50th,95th(PM 50th,95th), seconds Access D / Access E Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2023 AM Background Synchro 11 Report KortneyB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 32 706 3 12 1230 28 10 1 7 9 0 43 Future Volume (vph) 32 706 3 12 1230 28 10 1 7 9 0 43 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 250 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.999 0.997 0.946 0.889 Flt Protected 0.950 0.950 0.973 0.991 Satd. Flow (prot) 1770 1861 0 1770 1857 0 0 1715 0 0 1641 0 Flt Permitted 0.046 0.332 0.836 0.934 Satd. Flow (perm) 86 1861 0 618 1857 0 0 1473 0 0 1547 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)2 8 55 Link Speed (mph) 45 45 30 30 Link Distance (ft) 1100 500 500 450 Travel Time (s) 16.7 7.6 11.4 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 35 767 3 13 1337 30 11 1 8 10 0 47 Shared Lane Traffic (%) Lane Group Flow (vph) 35 770 0 13 1367 0 0 20 0 0 57 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.6 87.0 9.6 87.0 23.4 23.4 23.4 23.4 Total Split (%) 8.0% 72.5% 8.0% 72.5% 19.5% 19.5% 19.5% 19.5% Maximum Green (s) 5.1 82.5 5.1 82.5 18.9 18.9 18.9 18.9 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2023 AM Background Synchro 11 Report KortneyB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 87.4 86.5 85.7 82.7 6.7 6.7 Actuated g/C Ratio 0.84 0.83 0.82 0.80 0.06 0.06 v/c Ratio 0.23 0.50 0.02 0.93 0.20 0.38 Control Delay 5.2 4.4 1.5 22.8 39.4 21.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.2 4.4 1.5 22.8 39.4 21.4 LOS A A A C D C Approach Delay 4.5 22.6 39.4 21.4 Approach LOS A C D C Queue Length 50th (ft) 2 85 1 680 8 1 Queue Length 95th (ft) 8 282 4 #1259 33 41 Internal Link Dist (ft) 1020 420 420 370 Turn Bay Length (ft) 75 250 Base Capacity (vph) 155 1546 565 1477 274 326 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 0.23 0.50 0.02 0.93 0.07 0.17 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 104 Natural Cycle: 140 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 16.2 Intersection LOS: B Intersection Capacity Utilization 78.1% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SW Frontage Road & Prospect Road Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2023 AM Background Synchro 11 Report KortneyB Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Lane Configurations Traffic Volume (vph) 46 715 10 5 1254 25 0 0 32 5 93 Future Volume (vph) 46 715 10 5 1254 25 0 0 32 5 93 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 0 50 0 0 0 155 0 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frt 0.998 0.997 0.981 0.850 Flt Protected 0.950 0.950 0.958 Satd. Flow (prot) 1770 1859 0 1770 1857 0 1863 0 1751 1504 0 Flt Permitted 0.058 0.283 0.724 Satd. Flow (perm) 108 1859 0 527 1857 0 1863 0 1323 1504 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 1 46 Link Speed (mph) 45 45 30 30 Link Distance (ft) 7350 850 430 499 Travel Time (s) 111.4 12.9 9.8 11.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 50 777 11 5 1363 27 0 0 35 5 101 Shared Lane Traffic (%)90% Lane Group Flow (vph) 50 788 0 5 1390 0 0 0 40 101 0 Enter Blocked Intersection No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Right Left Right Right Median Width(ft) 24 24 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 9 Turn Type Perm NA Perm NA Perm pm+pt Perm Protected Phases 4 8 1 Permitted Phases 4 8 2 6 6 Detector Phase 4 4 8 8 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 74.0 74.0 74.0 74.0 23.5 22.5 46.0 Total Split (%) 61.7% 61.7% 61.7% 61.7% 19.6% 18.8% 38.3% Maximum Green (s) 69.5 69.5 69.5 69.5 19.0 18.0 41.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2023 AM Background Synchro 11 Report KortneyB Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 69.5 69.5 69.5 69.5 17.3 17.3 Actuated g/C Ratio 0.73 0.73 0.73 0.73 0.18 0.18 v/c Ratio 0.64 0.58 0.01 1.03 0.15 0.33 Control Delay 50.4 8.6 4.2 48.7 34.2 23.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.4 8.6 4.2 48.7 34.2 23.0 LOS D A A D C C Approach Delay 11.1 48.5 26.2 Approach LOS B D C Queue Length 50th (ft) 13 193 1 ~915 21 30 Queue Length 95th (ft) #44 310 4 #1216 50 78 Internal Link Dist (ft) 7270 770 350 419 Turn Bay Length (ft) 300 50 155 Base Capacity (vph) 78 1348 382 1347 332 677 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 0.64 0.58 0.01 1.03 0.12 0.15 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 95.8 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay: 34.0 Intersection LOS: C Intersection Capacity Utilization 80.9% ICU Level of Service D Analysis Period (min) 15 ~ 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. Splits and Phases: 7: Prospect Road & Summit View Drive Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2023 AM Background Synchro 11 Report KortneyB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 79 688 489 338 816 38 692 515 322 87 597 115 Future Volume (vph) 79 688 489 338 816 38 692 515 322 87 597 115 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 285 350 275 130 280 450 175 130 Storage Lanes 1 1 2 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 457 136 291 177 Link Speed (mph) 45 45 45 45 Link Distance (ft) 500 7350 500 500 Travel Time (s) 7.6 111.4 7.6 7.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 86 748 532 367 887 41 752 560 350 95 649 125 Shared Lane Traffic (%) Lane Group Flow (vph) 86 748 532 367 887 41 752 560 350 95 649 125 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 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) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 13.4 33.9 33.9 20.5 41.0 41.0 34.9 53.9 53.9 11.7 30.7 30.7 Total Split (%) 11.2% 28.3% 28.3% 17.1% 34.2% 34.2% 29.1% 44.9% 44.9% 9.8% 25.6% 25.6% Maximum Green (s) 8.9 29.4 29.4 16.0 36.5 36.5 30.4 49.4 49.4 7.2 26.2 26.2 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None Max Max None Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2023 AM Background Synchro 11 Report KortneyB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 8.5 28.7 28.7 15.4 35.6 35.6 28.9 49.4 49.4 7.0 27.6 27.6 Actuated g/C Ratio 0.07 0.24 0.24 0.13 0.30 0.30 0.24 0.42 0.42 0.06 0.23 0.23 v/c Ratio 0.68 0.87 0.73 0.82 0.84 0.07 0.90 0.38 0.42 0.47 0.79 0.25 Control Delay 80.0 55.7 13.4 66.3 46.9 0.2 58.4 25.2 6.5 62.4 51.4 2.8 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 80.0 55.7 13.4 66.3 46.9 0.2 58.4 25.2 6.5 62.4 51.4 2.8 LOS F E B E D A E C A E D A Approach Delay 40.8 50.9 36.3 45.6 Approach LOS D D D D Queue Length 50th (ft) 66 293 46 144 335 0 288 157 28 37 255 0 Queue Length 95th (ft) #141 #391 179 #213 417 0 #385 204 95 66 #343 16 Internal Link Dist (ft) 420 7270 420 420 Turn Bay Length (ft) 285 350 275 130 280 450 175 130 Base Capacity (vph) 133 878 736 463 1090 581 880 1474 829 208 823 503 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 0.65 0.85 0.72 0.79 0.81 0.07 0.85 0.38 0.42 0.46 0.79 0.25 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 118.6 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 42.7 Intersection LOS: D Intersection Capacity Utilization 79.9% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 9: Timberline Road & Prospect Road Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2023 PM Background Synchro 11 Report KortneyB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 27 1196 2 12 866 18 7 0 13 23 1 71 Future Volume (vph) 27 1196 2 12 866 18 7 0 13 23 1 71 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 250 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.997 0.914 0.899 Flt Protected 0.950 0.950 0.982 0.988 Satd. Flow (prot) 1770 1863 0 1770 1857 0 0 1672 0 0 1655 0 Flt Permitted 0.213 0.075 0.807 0.910 Satd. Flow (perm) 397 1863 0 140 1857 0 0 1374 0 0 1524 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)2 55 77 Link Speed (mph) 45 45 30 30 Link Distance (ft) 1100 500 500 450 Travel Time (s) 16.7 7.6 11.4 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 29 1300 2 13 941 20 8 0 14 25 1 77 Shared Lane Traffic (%) Lane Group Flow (vph) 29 1302 0 13 961 0 0 22 0 0 103 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.5 88.0 9.5 88.0 22.5 22.5 22.5 22.5 Total Split (%) 7.9% 73.3% 7.9% 73.3% 18.8% 18.8% 18.8% 18.8% Maximum Green (s) 5.0 83.5 5.0 83.5 18.0 18.0 18.0 18.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2023 PM Background Synchro 11 Report KortneyB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 80.1 79.3 78.4 75.6 7.9 7.9 Actuated g/C Ratio 0.82 0.81 0.80 0.77 0.08 0.08 v/c Ratio 0.07 0.86 0.07 0.67 0.14 0.53 Control Delay 2.2 15.4 2.6 9.5 2.1 27.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 2.2 15.4 2.6 9.5 2.1 27.0 LOS A B A A A C Approach Delay 15.1 9.4 2.1 27.0 Approach LOS B A A C Queue Length 50th (ft) 2 305 1 271 0 16 Queue Length 95th (ft) 8 #1222 5 498 3 71 Internal Link Dist (ft) 1020 420 420 370 Turn Bay Length (ft) 75 250 Base Capacity (vph) 395 1606 196 1601 300 345 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 0.07 0.81 0.07 0.60 0.07 0.30 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 97.9 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay: 13.2 Intersection LOS: B Intersection Capacity Utilization 77.3% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SW Frontage Road & Prospect Road Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2023 PM Background Synchro 11 Report KortneyB Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Lane Configurations Traffic Volume (vph) 75 1214 9 2 907 53 0 0 17 0 68 Future Volume (vph) 75 1214 9 2 907 53 0 0 17 0 68 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 0 50 0 0 0 155 0 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frt 0.999 0.992 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1770 1861 0 1770 1848 0 1863 0 1770 1504 0 Flt Permitted 0.204 0.075 0.950 Satd. Flow (perm) 380 1861 0 140 1848 0 1863 0 1770 1504 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 6 166 Link Speed (mph) 45 45 30 30 Link Distance (ft) 7350 850 430 499 Travel Time (s) 111.4 12.9 9.8 11.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 82 1320 10 2 986 58 0 0 18 0 74 Shared Lane Traffic (%)0% Lane Group Flow (vph) 82 1330 0 2 1044 0 0 0 18 74 0 Enter Blocked Intersection No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Right Left Right Right Median Width(ft) 24 24 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 9 Turn Type Perm NA Perm NA Perm Prot Perm Protected Phases 4 8 1 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 22.5 Total Split (s) 87.0 87.0 87.0 87.0 23.4 9.6 33.0 Total Split (%) 72.5% 72.5% 72.5% 72.5% 19.5% 8.0% 27.5% Maximum Green (s) 82.5 82.5 82.5 82.5 18.9 5.1 28.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min None Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2023 PM Background Synchro 11 Report KortneyB Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 82.6 82.6 82.6 82.6 5.1 9.1 Actuated g/C Ratio 0.82 0.82 0.82 0.82 0.05 0.09 v/c Ratio 0.26 0.87 0.02 0.69 0.20 0.26 Control Delay 5.2 15.6 3.0 7.5 53.3 2.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.2 15.6 3.0 7.5 53.3 2.2 LOS A B A A D A Approach Delay 15.0 7.5 12.2 Approach LOS B A B Queue Length 50th (ft) 6 277 0 141 11 0 Queue Length 95th (ft) 32 #1129 2 447 36 0 Internal Link Dist (ft) 7270 770 350 419 Turn Bay Length (ft) 300 50 155 Base Capacity (vph) 311 1525 115 1516 89 545 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 0.26 0.87 0.02 0.69 0.20 0.14 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 100.8 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 11.8 Intersection LOS: B Intersection Capacity Utilization 76.2% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 7: Prospect Road & Summit View Drive Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2023 PM Background Synchro 11 Report KortneyB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 130 761 785 439 855 55 575 761 310 41 557 112 Future Volume (vph) 130 761 785 439 855 55 575 761 310 41 557 112 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 285 350 275 130 280 450 175 130 Storage Lanes 1 1 2 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 352 136 310 136 Link Speed (mph) 45 45 45 45 Link Distance (ft) 500 7350 500 500 Travel Time (s) 7.6 111.4 7.6 7.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 141 827 853 477 929 60 625 827 337 45 605 122 Shared Lane Traffic (%) Lane Group Flow (vph) 141 827 853 477 929 60 625 827 337 45 605 122 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 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) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 18.9 46.0 46.0 21.0 48.1 48.1 26.0 43.5 43.5 9.5 27.0 27.0 Total Split (%) 15.8% 38.3% 38.3% 17.5% 40.1% 40.1% 21.7% 36.3% 36.3% 7.9% 22.5% 22.5% Maximum Green (s) 14.4 41.5 41.5 16.5 43.6 43.6 21.5 39.0 39.0 5.0 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None Max Max None Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2023 PM Background Synchro 11 Report KortneyB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 13.1 41.5 41.5 16.5 44.9 44.9 21.5 40.9 40.9 5.0 22.5 22.5 Actuated g/C Ratio 0.11 0.35 0.35 0.14 0.37 0.37 0.18 0.34 0.34 0.04 0.19 0.19 v/c Ratio 0.73 0.68 1.10 1.01 0.70 0.09 1.02 0.69 0.45 0.31 0.91 0.30 Control Delay 73.5 36.9 85.3 95.6 35.6 0.3 89.2 38.1 6.7 61.9 67.2 7.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 73.5 36.9 85.3 95.6 35.6 0.3 89.2 38.1 6.7 61.9 67.2 7.4 LOS E D F F D A F D A E E A Approach Delay 62.4 53.7 50.1 57.4 Approach LOS E D D E Queue Length 50th (ft) 106 286 ~558 ~195 324 0 ~258 296 14 18 244 0 Queue Length 95th (ft) #188 357 #806 #308 402 0 #379 370 85 38 #349 42 Internal Link Dist (ft) 420 7270 420 420 Turn Bay Length (ft) 285 350 275 130 280 450 175 130 Base Capacity (vph) 212 1223 777 472 1324 677 615 1206 743 143 663 407 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 0.67 0.68 1.10 1.01 0.70 0.09 1.02 0.69 0.45 0.31 0.91 0.30 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.10 Intersection Signal Delay: 55.8 Intersection LOS: E Intersection Capacity Utilization 87.8% ICU Level of Service E Analysis Period (min) 15 ~ 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. Splits and Phases: 9: Timberline Road & Prospect Road Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Background Synchro 11 Report KortneyB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 33 735 3 12 1280 29 10 1 7 9 0 45 Future Volume (vph) 33 735 3 12 1280 29 10 1 7 9 0 45 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 250 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.999 0.997 0.946 0.888 Flt Protected 0.950 0.950 0.973 0.992 Satd. Flow (prot) 1770 1861 0 1770 1857 0 0 1715 0 0 1641 0 Flt Permitted 0.046 0.317 0.825 0.936 Satd. Flow (perm) 86 1861 0 590 1857 0 0 1454 0 0 1548 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)2 8 55 Link Speed (mph) 45 45 30 30 Link Distance (ft) 1100 500 500 450 Travel Time (s) 16.7 7.6 11.4 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 36 799 3 13 1391 32 11 1 8 10 0 49 Shared Lane Traffic (%) Lane Group Flow (vph) 36 802 0 13 1423 0 0 20 0 0 59 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.5 86.9 9.6 87.0 23.5 23.5 23.5 23.5 Total Split (%) 7.9% 72.4% 8.0% 72.5% 19.6% 19.6% 19.6% 19.6% Maximum Green (s) 5.0 82.4 5.1 82.5 19.0 19.0 19.0 19.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Background Synchro 11 Report KortneyB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 87.4 86.4 85.7 82.8 6.8 6.8 Actuated g/C Ratio 0.84 0.83 0.82 0.80 0.07 0.07 v/c Ratio 0.24 0.52 0.02 0.96 0.20 0.39 Control Delay 5.5 4.7 1.6 28.6 39.4 22.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.5 4.7 1.6 28.6 39.4 22.5 LOS A A A C D C Approach Delay 4.7 28.4 39.4 22.5 Approach LOS A C D C Queue Length 50th (ft) 2 91 1 795 8 3 Queue Length 95th (ft) 8 306 4 #1346 33 43 Internal Link Dist (ft) 1020 420 420 370 Turn Bay Length (ft) 75 250 Base Capacity (vph) 153 1546 544 1478 273 328 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 0.24 0.52 0.02 0.96 0.07 0.18 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 104 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 19.9 Intersection LOS: B Intersection Capacity Utilization 80.8% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SW Frontage Road & Prospect Road Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Background Synchro 11 Report KortneyB Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Lane Configurations Traffic Volume (vph) 48 744 10 5 1305 26 0 0 33 5 97 Future Volume (vph) 48 744 10 5 1305 26 0 0 33 5 97 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 0 50 0 0 0 155 0 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frt 0.998 0.997 0.982 0.850 Flt Protected 0.950 0.950 0.958 Satd. Flow (prot) 1770 1859 0 1770 1857 0 1863 0 1752 1504 0 Flt Permitted 0.058 0.266 0.716 Satd. Flow (perm) 108 1859 0 495 1857 0 1863 0 1310 1504 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 1 40 Link Speed (mph) 45 45 30 30 Link Distance (ft) 7350 850 430 499 Travel Time (s) 111.4 12.9 9.8 11.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 52 809 11 5 1418 28 0 0 36 5 105 Shared Lane Traffic (%)90% Lane Group Flow (vph) 52 820 0 5 1446 0 0 0 41 105 0 Enter Blocked Intersection No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Right Left Right Right Median Width(ft) 24 24 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 9 Turn Type Perm NA Perm NA Perm pm+pt Perm Protected Phases 4 8 1 Permitted Phases 4 8 2 6 6 Detector Phase 4 4 8 8 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 74.0 74.0 74.0 74.0 23.5 22.5 46.0 Total Split (%) 61.7% 61.7% 61.7% 61.7% 19.6% 18.8% 38.3% Maximum Green (s) 69.5 69.5 69.5 69.5 19.0 18.0 41.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Background Synchro 11 Report KortneyB Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 69.5 69.5 69.5 69.5 17.4 17.4 Actuated g/C Ratio 0.72 0.72 0.72 0.72 0.18 0.18 v/c Ratio 0.67 0.61 0.01 1.07 0.15 0.34 Control Delay 54.0 9.1 4.2 63.3 34.2 25.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.0 9.1 4.2 63.3 34.2 25.3 LOS D A A E C C Approach Delay 11.8 63.1 27.8 Approach LOS B E C Queue Length 50th (ft) 14 207 1 ~988 21 35 Queue Length 95th (ft) #48 335 4 #1295 51 86 Internal Link Dist (ft) 7270 770 350 419 Turn Bay Length (ft) 300 50 155 Base Capacity (vph) 78 1347 358 1346 333 673 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 0.67 0.61 0.01 1.07 0.12 0.16 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 95.9 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay: 42.9 Intersection LOS: D Intersection Capacity Utilization 83.9% ICU Level of Service E Analysis Period (min) 15 ~ 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. Splits and Phases: 7: Prospect Road & Summit View Drive Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Background Synchro 11 Report KortneyB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 82 716 509 352 849 40 720 536 335 91 621 120 Future Volume (vph) 82 716 509 352 849 40 720 536 335 91 621 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 285 350 275 130 280 450 175 130 Storage Lanes 1 1 2 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 457 136 279 177 Link Speed (mph) 45 45 45 45 Link Distance (ft) 500 7350 500 500 Travel Time (s) 7.6 111.4 7.6 7.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 89 778 553 383 923 43 783 583 364 99 675 130 Shared Lane Traffic (%) Lane Group Flow (vph) 89 778 553 383 923 43 783 583 364 99 675 130 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 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) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 13.6 34.0 34.0 20.0 40.4 40.4 35.0 54.2 54.2 11.8 31.0 31.0 Total Split (%) 11.3% 28.3% 28.3% 16.7% 33.7% 33.7% 29.2% 45.2% 45.2% 9.8% 25.8% 25.8% Maximum Green (s) 9.1 29.5 29.5 15.5 35.9 35.9 30.5 49.7 49.7 7.3 26.5 26.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None Max Max None Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Background Synchro 11 Report KortneyB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 8.7 29.1 29.1 15.3 35.7 35.7 29.6 49.7 49.7 7.1 27.2 27.2 Actuated g/C Ratio 0.07 0.24 0.24 0.13 0.30 0.30 0.25 0.42 0.42 0.06 0.23 0.23 v/c Ratio 0.69 0.90 0.76 0.87 0.87 0.08 0.92 0.40 0.44 0.49 0.84 0.26 Control Delay 80.5 58.3 15.4 72.0 50.0 0.2 60.4 25.4 7.9 62.8 54.6 3.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 80.5 58.3 15.4 72.0 50.0 0.2 60.4 25.4 7.9 62.8 54.6 3.2 LOS F E B E D A E C A E D A Approach Delay 43.0 54.7 37.6 48.1 Approach LOS D D D D Queue Length 50th (ft) 68 307 60 152 356 0 303 164 40 39 266 0 Queue Length 95th (ft) #145 #416 208 #233 #453 0 #411 212 114 68 #362 21 Internal Link Dist (ft) 420 7270 420 420 Turn Bay Length (ft) 285 350 275 130 280 450 175 130 Base Capacity (vph) 135 876 735 446 1065 571 878 1475 823 209 808 498 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 0.66 0.89 0.75 0.86 0.87 0.08 0.89 0.40 0.44 0.47 0.84 0.26 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 119.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 45.0 Intersection LOS: D Intersection Capacity Utilization 82.5% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 9: Timberline Road & Prospect Road Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Background Synchro 11 Report KortneyB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 28 1244 2 12 901 19 7 0 14 24 1 74 Future Volume (vph) 28 1244 2 12 901 19 7 0 14 24 1 74 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 250 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.997 0.912 0.899 Flt Protected 0.950 0.950 0.983 0.988 Satd. Flow (prot) 1770 1863 0 1770 1857 0 0 1670 0 0 1655 0 Flt Permitted 0.199 0.053 0.788 0.910 Satd. Flow (perm) 371 1863 0 99 1857 0 0 1339 0 0 1524 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)2 55 80 Link Speed (mph) 45 45 30 30 Link Distance (ft) 1100 500 500 450 Travel Time (s) 16.7 7.6 11.4 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 30 1352 2 13 979 21 8 0 15 26 1 80 Shared Lane Traffic (%) Lane Group Flow (vph) 30 1354 0 13 1000 0 0 23 0 0 107 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.6 88.0 9.5 87.9 22.5 22.5 22.5 22.5 Total Split (%) 8.0% 73.3% 7.9% 73.3% 18.8% 18.8% 18.8% 18.8% Maximum Green (s) 5.1 83.5 5.0 83.4 18.0 18.0 18.0 18.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Background Synchro 11 Report KortneyB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 84.7 83.8 82.8 79.9 8.1 8.1 Actuated g/C Ratio 0.83 0.82 0.81 0.78 0.08 0.08 v/c Ratio 0.08 0.89 0.08 0.69 0.15 0.55 Control Delay 2.3 17.5 3.0 10.1 2.7 27.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 2.3 17.5 3.0 10.1 2.7 27.3 LOS A B A B A C Approach Delay 17.1 10.0 2.7 27.3 Approach LOS B B A C Queue Length 50th (ft) 2 352 1 298 0 17 Queue Length 95th (ft) 8 #1309 5 554 3 74 Internal Link Dist (ft) 1020 420 420 370 Turn Bay Length (ft) 75 250 Base Capacity (vph) 375 1521 161 1516 280 334 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 0.08 0.89 0.08 0.66 0.08 0.32 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 102.6 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay: 14.6 Intersection LOS: B Intersection Capacity Utilization 80.2% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SW Frontage Road & Prospect Road Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Background Synchro 11 Report KortneyB Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Lane Configurations Traffic Volume (vph) 78 1263 9 2 944 55 0 0 18 0 71 Future Volume (vph) 78 1263 9 2 944 55 0 0 18 0 71 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 0 50 0 0 0 155 0 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frt 0.999 0.992 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1770 1861 0 1770 1848 0 1863 0 1770 1504 0 Flt Permitted 0.186 0.048 0.950 Satd. Flow (perm) 346 1861 0 89 1848 0 1863 0 1770 1504 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 6 153 Link Speed (mph) 45 45 30 30 Link Distance (ft) 7350 850 430 499 Travel Time (s) 111.4 12.9 9.8 11.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 85 1373 10 2 1026 60 0 0 20 0 77 Shared Lane Traffic (%)0% Lane Group Flow (vph) 85 1383 0 2 1086 0 0 0 20 77 0 Enter Blocked Intersection No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Right Left Right Right Median Width(ft) 24 24 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 9 Turn Type Perm NA Perm NA Perm Prot Perm Protected Phases 4 8 1 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 22.5 Total Split (s) 87.0 87.0 87.0 87.0 23.4 9.6 33.0 Total Split (%) 72.5% 72.5% 72.5% 72.5% 19.5% 8.0% 27.5% Maximum Green (s) 82.5 82.5 82.5 82.5 18.9 5.1 28.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min None Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Background Synchro 11 Report KortneyB Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 82.6 82.6 82.6 82.6 5.1 9.1 Actuated g/C Ratio 0.82 0.82 0.82 0.82 0.05 0.09 v/c Ratio 0.30 0.91 0.03 0.72 0.22 0.28 Control Delay 6.1 18.7 3.5 8.2 54.0 2.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.1 18.7 3.5 8.2 54.0 2.5 LOS A B A A D A Approach Delay 17.9 8.2 13.1 Approach LOS B A B Queue Length 50th (ft) 7 319 0 155 12 0 Queue Length 95th (ft) 36 #1208 2 497 39 0 Internal Link Dist (ft) 7270 770 350 419 Turn Bay Length (ft) 300 50 155 Base Capacity (vph) 283 1525 72 1516 89 535 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 0.30 0.91 0.03 0.72 0.22 0.14 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 100.8 Natural Cycle: 140 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 13.8 Intersection LOS: B Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 7: Prospect Road & Summit View Drive Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Background Synchro 11 Report KortneyB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 135 792 817 457 890 57 598 792 323 43 580 117 Future Volume (vph) 135 792 817 457 890 57 598 792 323 43 580 117 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 285 350 275 130 280 450 175 130 Storage Lanes 1 1 2 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 360 136 294 136 Link Speed (mph) 45 45 45 45 Link Distance (ft) 500 7350 500 500 Travel Time (s) 7.6 111.4 7.6 7.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 147 861 888 497 967 62 650 861 351 47 630 127 Shared Lane Traffic (%) Lane Group Flow (vph) 147 861 888 497 967 62 650 861 351 47 630 127 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 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) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 18.2 46.6 46.6 21.2 49.6 49.6 26.0 42.7 42.7 9.5 26.2 26.2 Total Split (%) 15.2% 38.8% 38.8% 17.7% 41.3% 41.3% 21.7% 35.6% 35.6% 7.9% 21.8% 21.8% Maximum Green (s) 13.7 42.1 42.1 16.7 45.1 45.1 21.5 38.2 38.2 5.0 21.7 21.7 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None Max Max None Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Background Synchro 11 Report KortneyB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 12.9 42.1 42.1 16.7 45.9 45.9 21.5 40.1 40.1 5.0 21.7 21.7 Actuated g/C Ratio 0.11 0.35 0.35 0.14 0.38 0.38 0.18 0.33 0.33 0.04 0.18 0.18 v/c Ratio 0.77 0.69 1.13 1.04 0.71 0.09 1.06 0.73 0.48 0.33 0.99 0.32 Control Delay 78.1 37.0 95.2 102.6 35.3 0.3 99.5 40.1 8.8 62.3 81.5 8.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 78.1 37.0 95.2 102.6 35.3 0.3 99.5 40.1 8.8 62.3 81.5 8.3 LOS E D F F D A F D A E F A Approach Delay 67.5 55.8 54.9 68.8 Approach LOS E E D E Queue Length 50th (ft) 112 298 ~603 ~214 335 0 ~284 315 31 18 258 0 Queue Length 95th (ft) #208 373 #853 #323 413 0 #402 393 113 39 #381 47 Internal Link Dist (ft) 420 7270 420 420 Turn Bay Length (ft) 285 350 275 130 280 450 175 130 Base Capacity (vph) 202 1241 789 477 1353 689 615 1182 724 143 639 397 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 0.73 0.69 1.13 1.04 0.71 0.09 1.06 0.73 0.48 0.33 0.99 0.32 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.13 Intersection Signal Delay: 60.9 Intersection LOS: E Intersection Capacity Utilization 90.9% ICU Level of Service E Analysis Period (min) 15 ~ 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. Splits and Phases: 9: Timberline Road & Prospect Road Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 AM Background Synchro 11 Report KortneyB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 49 1091 5 19 1902 43 15 2 11 14 0 66 Future Volume (vph) 49 1091 5 19 1902 43 15 2 11 14 0 66 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 250 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.999 0.997 0.946 0.888 Flt Protected 0.950 0.950 0.974 0.991 Satd. Flow (prot) 1770 1861 0 1770 1857 0 0 1716 0 0 1639 0 Flt Permitted 0.046 0.139 0.655 0.932 Satd. Flow (perm) 86 1861 0 259 1857 0 0 1154 0 0 1542 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)2 12 72 Link Speed (mph) 45 45 30 30 Link Distance (ft) 1100 500 500 450 Travel Time (s) 16.7 7.6 11.4 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 53 1186 5 21 2067 47 16 2 12 15 0 72 Shared Lane Traffic (%) Lane Group Flow (vph) 53 1191 0 21 2114 0 0 30 0 0 87 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.5 88.0 9.5 88.0 22.5 22.5 22.5 22.5 Total Split (%) 7.9% 73.3% 7.9% 73.3% 18.8% 18.8% 18.8% 18.8% Maximum Green (s) 5.0 83.5 5.0 83.5 18.0 18.0 18.0 18.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 AM Background Synchro 11 Report KortneyB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 89.4 87.5 87.6 83.7 7.4 7.4 Actuated g/C Ratio 0.83 0.81 0.81 0.78 0.07 0.07 v/c Ratio 0.35 0.79 0.07 1.46 0.33 0.50 Control Delay 13.4 12.1 2.2 230.9 43.4 25.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.4 12.1 2.2 230.9 43.4 25.9 LOS B B A F D C Approach Delay 12.2 228.6 43.4 25.9 Approach LOS B F D C Queue Length 50th (ft) 4 225 1 ~2056 12 10 Queue Length 95th (ft) 29 836 6 #2457 43 59 Internal Link Dist (ft) 1020 420 420 370 Turn Bay Length (ft) 75 250 Base Capacity (vph) 150 1513 281 1445 203 318 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 0.35 0.79 0.07 1.46 0.15 0.27 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 107.6 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.46 Intersection Signal Delay: 145.0 Intersection LOS: F Intersection Capacity Utilization 115.1% ICU Level of Service H Analysis Period (min) 15 ~ 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. Splits and Phases: 1: SW Frontage Road & Prospect Road Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 AM Background Synchro 11 Report KortneyB Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Lane Configurations Traffic Volume (vph) 71 1105 15 8 1939 39 0 0 49 8 144 Future Volume (vph) 71 1105 15 8 1939 39 0 0 49 8 144 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 0 50 0 0 0 155 0 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frt 0.998 0.997 0.980 0.850 Flt Protected 0.950 0.950 0.958 Satd. Flow (prot) 1770 1859 0 1770 1857 0 1863 0 1749 1504 0 Flt Permitted 0.057 0.063 0.585 Satd. Flow (perm) 106 1859 0 117 1857 0 1863 0 1068 1504 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 1 14 Link Speed (mph) 45 45 30 30 Link Distance (ft) 7350 850 430 499 Travel Time (s) 111.4 12.9 9.8 11.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 77 1201 16 9 2108 42 0 0 53 9 157 Shared Lane Traffic (%)90% Lane Group Flow (vph) 77 1217 0 9 2150 0 0 0 61 158 0 Enter Blocked Intersection No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Right Left Right Right Median Width(ft) 24 24 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 9 Turn Type Perm NA Perm NA Perm pm+pt Perm Protected Phases 4 8 1 Permitted Phases 4 8 2 6 6 Detector Phase 4 4 8 8 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 75.0 75.0 75.0 75.0 22.5 22.5 45.0 Total Split (%) 62.5% 62.5% 62.5% 62.5% 18.8% 18.8% 37.5% Maximum Green (s) 70.5 70.5 70.5 70.5 18.0 18.0 40.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 AM Background Synchro 11 Report KortneyB Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 70.6 70.6 70.6 70.6 18.3 18.3 Actuated g/C Ratio 0.72 0.72 0.72 0.72 0.19 0.19 v/c Ratio 1.01 0.91 0.11 1.61 0.24 0.54 Control Delay 131.6 23.5 8.0 296.0 35.8 40.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 131.6 23.5 8.0 296.0 35.8 40.1 LOS F C A F D D Approach Delay 30.0 294.8 38.9 Approach LOS C F D Queue Length 50th (ft) ~43 523 1 ~1952 32 86 Queue Length 95th (ft) #100 #1013 8 #2303 68 154 Internal Link Dist (ft) 7270 770 350 419 Turn Bay Length (ft) 300 50 155 Base Capacity (vph) 76 1340 84 1338 332 630 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 1.01 0.91 0.11 1.61 0.18 0.25 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 97.9 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.61 Intersection Signal Delay: 186.2 Intersection LOS: F Intersection Capacity Utilization 121.1% ICU Level of Service H Analysis Period (min) 15 ~ 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. Splits and Phases: 7: Prospect Road & Summit View Drive Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 AM Background Synchro 11 Report KortneyB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 122 1064 756 523 1262 59 1070 796 498 135 923 178 Future Volume (vph) 122 1064 756 523 1262 59 1070 796 498 135 923 178 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 285 350 275 130 280 450 175 130 Storage Lanes 1 1 2 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 403 136 236 177 Link Speed (mph) 45 45 45 45 Link Distance (ft) 500 7350 500 500 Travel Time (s) 7.6 111.4 7.6 7.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 133 1157 822 568 1372 64 1163 865 541 147 1003 193 Shared Lane Traffic (%) Lane Group Flow (vph) 133 1157 822 568 1372 64 1163 865 541 147 1003 193 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 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) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 12.0 35.0 35.0 19.0 42.0 42.0 32.0 53.8 53.8 12.2 34.0 34.0 Total Split (%) 10.0% 29.2% 29.2% 15.8% 35.0% 35.0% 26.7% 44.8% 44.8% 10.2% 28.3% 28.3% Maximum Green (s) 7.5 30.5 30.5 14.5 37.5 37.5 27.5 49.3 49.3 7.7 29.5 29.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None Max Max None Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 AM Background Synchro 11 Report KortneyB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 7.5 30.5 30.5 14.5 37.5 37.5 27.5 49.3 49.3 7.7 29.5 29.5 Actuated g/C Ratio 0.06 0.25 0.25 0.12 0.31 0.31 0.23 0.41 0.41 0.06 0.25 0.25 v/c Ratio 1.21 1.29 1.17 1.37 1.24 0.11 1.48 0.60 0.69 0.67 1.15 0.37 Control Delay 199.7 175.0 113.1 222.0 152.7 0.4 256.9 29.7 20.8 70.2 122.9 9.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 199.7 175.0 113.1 222.0 152.7 0.4 256.9 29.7 20.8 70.2 122.9 9.0 LOS F F F F F A F C C E F A Approach Delay 152.4 167.5 130.7 100.7 Approach LOS F F F F Queue Length 50th (ft) ~125 ~600 ~511 ~299 ~694 0 ~639 270 193 58 ~482 10 Queue Length 95th (ft) #254 #735 #757 #413 #833 0 #772 337 328 #99 #614 69 Internal Link Dist (ft) 420 7270 420 420 Turn Bay Length (ft) 285 350 275 130 280 450 175 130 Base Capacity (vph) 110 899 702 414 1105 588 786 1453 789 220 870 522 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 1.21 1.29 1.17 1.37 1.24 0.11 1.48 0.60 0.69 0.67 1.15 0.37 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.48 Intersection Signal Delay: 140.6 Intersection LOS: F Intersection Capacity Utilization 115.4% ICU Level of Service H Analysis Period (min) 15 ~ 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. Splits and Phases: 9: Timberline Road & Prospect Road Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 PM Background Synchro 11 Report KortneyB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 42 1849 3 19 1339 28 11 0 20 36 2 110 Future Volume (vph) 42 1849 3 19 1339 28 11 0 20 36 2 110 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 250 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.997 0.913 0.899 Flt Protected 0.950 0.950 0.983 0.988 Satd. Flow (prot) 1770 1863 0 1770 1857 0 0 1672 0 0 1655 0 Flt Permitted 0.046 0.047 0.682 0.914 Satd. Flow (perm) 86 1863 0 88 1857 0 0 1160 0 0 1531 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)2 55 103 Link Speed (mph) 45 45 30 30 Link Distance (ft) 1100 500 500 450 Travel Time (s) 16.7 7.6 11.4 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 46 2010 3 21 1455 30 12 0 22 39 2 120 Shared Lane Traffic (%) Lane Group Flow (vph) 46 2013 0 21 1485 0 0 34 0 0 161 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.5 88.0 9.5 88.0 22.5 22.5 22.5 22.5 Total Split (%) 7.9% 73.3% 7.9% 73.3% 18.8% 18.8% 18.8% 18.8% Maximum Green (s) 5.0 83.5 5.0 83.5 18.0 18.0 18.0 18.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 PM Background Synchro 11 Report KortneyB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 89.5 87.6 87.7 83.8 10.3 10.3 Actuated g/C Ratio 0.81 0.79 0.79 0.76 0.09 0.09 v/c Ratio 0.32 1.36 0.14 1.05 0.22 0.68 Control Delay 11.5 185.9 4.6 56.7 8.2 34.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.5 185.9 4.6 56.7 8.2 34.4 LOS B F A E A C Approach Delay 182.0 56.0 8.2 34.4 Approach LOS F E A C Queue Length 50th (ft) 4 ~1857 2 ~1190 0 40 Queue Length 95th (ft) 24 #2445 8 #1613 16 110 Internal Link Dist (ft) 1020 420 420 370 Turn Bay Length (ft) 75 250 Base Capacity (vph) 146 1476 146 1408 235 336 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 0.32 1.36 0.14 1.05 0.14 0.48 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 110.6 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.36 Intersection Signal Delay: 123.6 Intersection LOS: F Intersection Capacity Utilization 115.4% ICU Level of Service H Analysis Period (min) 15 ~ 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. Splits and Phases: 1: SW Frontage Road & Prospect Road Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 PM Background Synchro 11 Report KortneyB Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Lane Configurations Traffic Volume (vph) 116 1877 14 3 1402 82 0 0 26 0 105 Future Volume (vph) 116 1877 14 3 1402 82 0 0 26 0 105 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 0 50 0 0 0 155 0 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frt 0.999 0.992 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1770 1861 0 1770 1848 0 1863 0 1770 1504 0 Flt Permitted 0.048 0.048 0.950 Satd. Flow (perm) 89 1861 0 89 1848 0 1863 0 1770 1504 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 6 56 Link Speed (mph) 45 45 30 30 Link Distance (ft) 7350 850 430 499 Travel Time (s) 111.4 12.9 9.8 11.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 126 2040 15 3 1524 89 0 0 28 0 114 Shared Lane Traffic (%)0% Lane Group Flow (vph) 126 2055 0 3 1613 0 0 0 28 114 0 Enter Blocked Intersection No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Right Left Right Right Median Width(ft) 24 24 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 9 Turn Type Perm NA Perm NA Perm Prot Perm Protected Phases 4 8 1 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 22.5 Total Split (s) 87.0 87.0 87.0 87.0 23.5 9.5 33.0 Total Split (%) 72.5% 72.5% 72.5% 72.5% 19.6% 7.9% 27.5% Maximum Green (s) 82.5 82.5 82.5 82.5 19.0 5.0 28.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min None Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 PM Background Synchro 11 Report KortneyB Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 82.6 82.6 82.6 82.6 5.0 11.4 Actuated g/C Ratio 0.80 0.80 0.80 0.80 0.05 0.11 v/c Ratio 1.77 1.38 0.04 1.09 0.33 0.53 Control Delay 423.1 191.3 4.3 65.3 59.3 32.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 423.1 191.3 4.3 65.3 59.3 32.4 LOS F F A E E C Approach Delay 204.7 65.2 37.7 Approach LOS F E D Queue Length 50th (ft) ~83 ~1917 0 ~1281 19 37 Queue Length 95th (ft) #205 #2185 3 #1548 49 95 Internal Link Dist (ft) 7270 770 350 419 Turn Bay Length (ft) 300 50 155 Base Capacity (vph) 71 1492 71 1483 86 457 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 1.77 1.38 0.04 1.09 0.33 0.25 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 103 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.77 Intersection Signal Delay: 141.5 Intersection LOS: F Intersection Capacity Utilization 113.6% ICU Level of Service H Analysis Period (min) 15 ~ 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. Splits and Phases: 7: Prospect Road & Summit View Drive Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 PM Background Synchro 11 Report KortneyB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 201 1176 1214 679 1322 85 889 1176 479 63 861 173 Future Volume (vph) 201 1176 1214 679 1322 85 889 1176 479 63 861 173 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 285 350 275 130 280 450 175 130 Storage Lanes 1 1 2 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 310 136 204 177 Link Speed (mph) 45 45 45 45 Link Distance (ft) 500 7350 500 500 Travel Time (s) 7.6 111.4 7.6 7.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 218 1278 1320 738 1437 92 966 1278 521 68 936 188 Shared Lane Traffic (%) Lane Group Flow (vph) 218 1278 1320 738 1437 92 966 1278 521 68 936 188 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 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) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 14.0 48.0 48.0 19.0 53.0 53.0 23.0 43.5 43.5 9.5 30.0 30.0 Total Split (%) 11.7% 40.0% 40.0% 15.8% 44.2% 44.2% 19.2% 36.3% 36.3% 7.9% 25.0% 25.0% Maximum Green (s) 9.5 43.5 43.5 14.5 48.5 48.5 18.5 39.0 39.0 5.0 25.5 25.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None Max Max None Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 PM Background Synchro 11 Report KortneyB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 9.5 43.5 43.5 14.5 48.5 48.5 18.5 40.9 40.9 5.0 25.5 25.5 Actuated g/C Ratio 0.08 0.36 0.36 0.12 0.40 0.40 0.15 0.34 0.34 0.04 0.21 0.21 v/c Ratio 1.56 1.00 1.71 1.78 1.00 0.13 1.83 1.06 0.77 0.48 1.24 0.40 Control Delay 319.2 62.8 348.3 393.2 60.9 1.4 409.2 82.1 30.6 67.5 161.1 9.5 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 319.2 62.8 348.3 393.2 60.9 1.4 409.2 82.1 30.6 67.5 161.1 9.5 LOS F E F F E A F F C E F A Approach Delay 216.5 166.7 186.7 131.9 Approach LOS F F F F Queue Length 50th (ft) ~239 515 ~1356 ~440 ~584 0 ~582 ~596 233 27 ~475 7 Queue Length 95th (ft) #396 #677 #1622 #562 #751 11 #711 #733 #388 52 #606 69 Internal Link Dist (ft) 420 7270 420 420 Turn Bay Length (ft) 285 350 275 130 280 450 175 130 Base Capacity (vph) 140 1282 771 414 1430 720 529 1206 674 143 752 475 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 1.56 1.00 1.71 1.78 1.00 0.13 1.83 1.06 0.77 0.48 1.24 0.40 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.83 Intersection Signal Delay: 183.7 Intersection LOS: F Intersection Capacity Utilization 129.6% ICU Level of Service H Analysis Period (min) 15 ~ 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. Splits and Phases: 9: Timberline Road & Prospect Road Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 73 705 3 12 1251 67 2 29 0 44 35 82 Future Volume (vph) 73 705 3 12 1251 67 2 29 0 44 35 82 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 250 0 0 0 0 0 Storage Lanes 1 0 1 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.999 0.850 0.850 Flt Protected 0.950 0.950 0.997 0.973 Satd. Flow (prot) 1770 1861 0 1770 1863 1583 0 1857 0 0 1812 1583 Flt Permitted 0.046 0.314 0.985 0.827 Satd. Flow (perm) 86 1861 0 585 1863 1583 0 1835 0 0 1540 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)58 89 Link Speed (mph) 45 45 30 30 Link Distance (ft) 1100 500 500 450 Travel Time (s) 16.7 7.6 11.4 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 79 766 3 13 1360 73 2 32 0 48 38 89 Shared Lane Traffic (%) Lane Group Flow (vph) 79 769 0 13 1360 73 0 34 0 0 86 89 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA pm+pt NA Perm Perm NA Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 8 2 6 6 Detector Phase 7 4 3 8 8 2 2 6 6 6 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) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.5 88.0 9.5 88.0 88.0 22.5 22.5 22.5 22.5 22.5 Total Split (%) 7.9% 73.3% 7.9% 73.3% 73.3% 18.8% 18.8% 18.8% 18.8% 18.8% Maximum Green (s) 5.0 83.5 5.0 83.5 83.5 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 89.5 87.6 87.7 83.9 83.9 11.6 11.6 11.6 Actuated g/C Ratio 0.80 0.78 0.78 0.75 0.75 0.10 0.10 0.10 v/c Ratio 0.55 0.53 0.03 0.97 0.06 0.18 0.54 0.36 Control Delay 29.0 7.3 2.7 34.6 1.9 48.2 60.8 14.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.0 7.3 2.7 34.6 1.9 48.2 60.8 14.1 LOS C A A C A D E B Approach Delay 9.3 32.7 48.2 37.1 Approach LOS A C D D Queue Length 50th (ft) 8 134 1 849 3 23 61 0 Queue Length 95th (ft) #71 371 6 #1390 17 54 113 47 Internal Link Dist (ft) 1020 420 420 370 Turn Bay Length (ft) 75 250 Base Capacity (vph) 144 1457 512 1396 1200 296 248 330 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 0.55 0.53 0.03 0.97 0.06 0.11 0.35 0.27 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 111.9 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 25.3 Intersection LOS: C Intersection Capacity Utilization 86.3% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SW Frontage Road & Prospect Road Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Lane Configurations Traffic Volume (vph) 48 752 10 5 1305 26 0 0 35 5 97 Future Volume (vph) 48 752 10 5 1305 26 0 0 35 5 97 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 0 50 0 0 0 155 0 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frt 0.998 0.997 0.983 0.850 Flt Protected 0.950 0.950 0.958 Satd. Flow (prot) 1770 1859 0 1770 1857 0 1863 0 1754 1504 0 Flt Permitted 0.058 0.262 0.694 Satd. Flow (perm) 108 1859 0 488 1857 0 1863 0 1271 1504 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 1 40 Link Speed (mph) 45 45 30 30 Link Distance (ft) 7350 850 430 499 Travel Time (s) 111.4 12.9 9.8 11.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 52 817 11 5 1418 28 0 0 38 5 105 Shared Lane Traffic (%)90% Lane Group Flow (vph) 52 828 0 5 1446 0 0 0 43 105 0 Enter Blocked Intersection No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Right Left Right Right Median Width(ft) 24 24 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 9 Turn Type Perm NA Perm NA Perm pm+pt Perm Protected Phases 4 8 1 Permitted Phases 4 8 2 6 6 Detector Phase 4 4 8 8 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 74.0 74.0 74.0 74.0 23.5 22.5 46.0 Total Split (%) 61.7% 61.7% 61.7% 61.7% 19.6% 18.8% 38.3% Maximum Green (s) 69.5 69.5 69.5 69.5 19.0 18.0 41.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 69.5 69.5 69.5 69.5 17.5 17.5 Actuated g/C Ratio 0.72 0.72 0.72 0.72 0.18 0.18 v/c Ratio 0.67 0.62 0.01 1.08 0.16 0.34 Control Delay 54.1 9.2 4.2 63.6 34.3 25.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.1 9.2 4.2 63.6 34.3 25.3 LOS D A A E C C Approach Delay 11.9 63.4 27.9 Approach LOS B E C Queue Length 50th (ft) 14 211 1 ~990 22 35 Queue Length 95th (ft) #48 342 4 #1297 52 86 Internal Link Dist (ft) 7270 770 350 419 Turn Bay Length (ft) 300 50 155 Base Capacity (vph) 78 1346 353 1345 334 673 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 0.67 0.62 0.01 1.08 0.13 0.16 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 96 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.08 Intersection Signal Delay: 43.0 Intersection LOS: D Intersection Capacity Utilization 83.9% ICU Level of Service E Analysis Period (min) 15 ~ 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. Splits and Phases: 7: Prospect Road & Summit View Drive Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 82 720 509 352 849 40 720 536 338 92 621 120 Future Volume (vph) 82 720 509 352 849 40 720 536 338 92 621 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 285 350 275 130 280 450 175 130 Storage Lanes 1 1 2 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 457 136 279 177 Link Speed (mph) 45 45 45 45 Link Distance (ft) 500 7350 500 500 Travel Time (s) 7.6 111.4 7.6 7.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 89 783 553 383 923 43 783 583 367 100 675 130 Shared Lane Traffic (%) Lane Group Flow (vph) 89 783 553 383 923 43 783 583 367 100 675 130 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 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) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 13.6 34.0 34.0 20.0 40.4 40.4 35.0 54.1 54.1 11.9 31.0 31.0 Total Split (%) 11.3% 28.3% 28.3% 16.7% 33.7% 33.7% 29.2% 45.1% 45.1% 9.9% 25.8% 25.8% Maximum Green (s) 9.1 29.5 29.5 15.5 35.9 35.9 30.5 49.6 49.6 7.4 26.5 26.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None Max Max None Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 8.7 29.2 29.2 15.3 35.8 35.8 29.6 49.6 49.6 7.2 27.2 27.2 Actuated g/C Ratio 0.07 0.24 0.24 0.13 0.30 0.30 0.25 0.42 0.42 0.06 0.23 0.23 v/c Ratio 0.69 0.90 0.76 0.87 0.87 0.08 0.92 0.40 0.45 0.49 0.84 0.26 Control Delay 80.7 58.7 15.4 71.9 49.9 0.2 60.4 25.5 8.0 62.6 54.8 3.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 80.7 58.7 15.4 71.9 49.9 0.2 60.4 25.5 8.0 62.6 54.8 3.2 LOS F E B E D A E C A E D A Approach Delay 43.3 54.5 37.6 48.3 Approach LOS D D D D Queue Length 50th (ft) 68 310 60 152 356 0 303 164 42 39 266 0 Queue Length 95th (ft) #145 #421 208 #233 #453 0 #411 213 117 68 #362 21 Internal Link Dist (ft) 420 7270 420 420 Turn Bay Length (ft) 285 350 275 130 280 450 175 130 Base Capacity (vph) 135 875 735 446 1064 571 877 1471 820 212 806 497 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 0.66 0.89 0.75 0.86 0.87 0.08 0.89 0.40 0.45 0.47 0.84 0.26 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 119.3 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 45.1 Intersection LOS: D Intersection Capacity Utilization 82.7% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 9: Timberline Road & Prospect Road HCM Unsignalized Intersection Capacity Analysis 2: SW Frontage Road & Access C 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 117 13 53 116 13 44 Future Volume (Veh/h) 117 13 53 116 13 44 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 127 14 58 126 14 48 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 450 pX, platoon unblocked vC, conflicting volume 134 58 184 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 134 58 184 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 85 99 99 cM capacity (veh/h) 851 1008 1391 Direction, Lane # WB 1 NB 1 NB 2 SB 1 Volume Total 141 58 126 62 Volume Left 127 0 0 14 Volume Right 14 0 126 0 cSH 864 1700 1700 1391 Volume to Capacity 0.16 0.03 0.07 0.01 Queue Length 95th (ft) 15 0 0 1 Control Delay (s) 10.0 0.0 0.0 1.8 Lane LOS A A Approach Delay (s) 10.0 0.0 1.8 Approach LOS A Intersection Summary Average Delay 3.9 Intersection Capacity Utilization 23.6% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 5: Prospect Road & Access A 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 0 787 1336 0 0 0 Future Volume (Veh/h) 0 787 1336 0 0 0 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 855 1452 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 850 1100 pX, platoon unblocked 0.27 0.40 0.27 vC, conflicting volume 1452 2307 1452 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1322 2049 1322 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 141 25 52 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 0 855 1452 0 0 Volume Left 0 0 0 0 0 Volume Right 0 0 0 0 0 cSH 1700 1700 1700 1700 1700 Volume to Capacity 0.00 0.50 0.85 0.00 0.00 Queue Length 95th (ft) 0 0 0 0 0 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 0.0 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 73.6% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 14: SW Frontage Road & Access F & Access E 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 3 Movement WBL WBR NBL NBT NBR SBL SBT SBR SEL SER Lane Configurations Traffic Volume (veh/h) 0 0 0 66 0 0 57 0 0 0 Future Volume (Veh/h) 0 0 0 66 0 0 57 0 0 0 Sign Control Stop Free Free Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 0 72 0 0 62 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 950 pX, platoon unblocked vC, conflicting volume 134 134 62 72 134 62 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 134 134 62 72 134 62 tC, single (s) 7.1 6.5 4.1 4.1 6.5 6.2 tC, 2 stage (s) tF (s) 3.5 4.0 2.2 2.2 4.0 3.3 p0 queue free % 100 100 100 100 100 100 cM capacity (veh/h) 838 757 1541 1528 757 1003 Direction, Lane # WB 1 NB 1 SB 1 SE 1 Volume Total 0 72 62 0 Volume Left 0 0 0 0 Volume Right 0 0 0 0 cSH 1700 1541 1528 1700 Volume to Capacity 0.00 0.00 0.00 0.00 Queue Length 95th (ft) 0 0 0 0 Control Delay (s) 0.0 0.0 0.0 0.0 Lane LOS A A Approach Delay (s) 0.0 0.0 0.0 0.0 Approach LOS A A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 6.8% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 72 1211 2 12 868 63 0 33 1 64 42 115 Future Volume (vph) 72 1211 2 12 868 63 0 33 1 64 42 115 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 250 0 0 0 0 0 Storage Lanes 1 0 1 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.850 0.996 0.850 Flt Protected 0.950 0.950 0.971 Satd. Flow (prot) 1770 1863 0 1770 1863 1583 0 1855 0 0 1809 1583 Flt Permitted 0.193 0.049 0.794 Satd. Flow (perm) 360 1863 0 91 1863 1583 0 1855 0 0 1479 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)68 1 125 Link Speed (mph) 45 45 30 30 Link Distance (ft) 1100 500 500 450 Travel Time (s) 16.7 7.6 11.4 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 78 1316 2 13 943 68 0 36 1 70 46 125 Shared Lane Traffic (%) Lane Group Flow (vph) 78 1318 0 13 943 68 0 37 0 0 116 125 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 8 2 6 6 Detector Phase 7 4 3 8 8 2 2 6 6 6 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) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 10.3 88.0 9.5 87.2 87.2 22.5 22.5 22.5 22.5 22.5 Total Split (%) 8.6% 73.3% 7.9% 72.7% 72.7% 18.8% 18.8% 18.8% 18.8% 18.8% Maximum Green (s) 5.8 83.5 5.0 82.7 82.7 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 86.1 84.0 83.3 79.4 79.4 13.4 13.4 13.4 Actuated g/C Ratio 0.78 0.76 0.76 0.72 0.72 0.12 0.12 0.12 v/c Ratio 0.22 0.93 0.09 0.70 0.06 0.16 0.64 0.41 Control Delay 4.3 25.6 4.2 13.5 1.6 44.7 63.6 12.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 4.3 25.6 4.2 13.5 1.6 44.7 63.6 12.4 LOS A C A B A D E B Approach Delay 24.4 12.6 44.7 37.0 Approach LOS C B D D Queue Length 50th (ft) 9 518 2 356 0 22 76 0 Queue Length 95th (ft) 23 #1342 6 582 14 57 147 55 Internal Link Dist (ft) 1020 420 420 370 Turn Bay Length (ft) 75 250 Base Capacity (vph) 356 1423 145 1412 1216 306 243 365 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 0.22 0.93 0.09 0.67 0.06 0.12 0.48 0.34 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 109.9 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 21.3 Intersection LOS: C Intersection Capacity Utilization 83.8% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SW Frontage Road & Prospect Road Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Lane Configurations Traffic Volume (vph) 78 1272 9 2 944 55 0 0 20 0 71 Future Volume (vph) 78 1272 9 2 944 55 0 0 20 0 71 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 0 50 0 0 0 155 0 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frt 0.999 0.992 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1770 1861 0 1770 1848 0 1863 0 1770 1504 0 Flt Permitted 0.142 0.057 0.416 Satd. Flow (perm) 265 1861 0 106 1848 0 1863 0 775 1504 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 4 108 Link Speed (mph) 45 45 30 30 Link Distance (ft) 7350 850 430 499 Travel Time (s) 111.4 12.9 9.8 11.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 85 1383 10 2 1026 60 0 0 22 0 77 Shared Lane Traffic (%)0% Lane Group Flow (vph) 85 1393 0 2 1086 0 0 0 22 77 0 Enter Blocked Intersection No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Right Left Right Right Median Width(ft) 24 24 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 9 Turn Type Perm NA Perm NA Perm pm+pt Perm Protected Phases 4 8 1 Permitted Phases 4 8 2 6 6 Detector Phase 4 4 8 8 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 75.0 75.0 75.0 75.0 22.5 22.5 45.0 Total Split (%) 62.5% 62.5% 62.5% 62.5% 18.8% 18.8% 37.5% Maximum Green (s) 70.5 70.5 70.5 70.5 18.0 18.0 40.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 70.5 70.5 70.5 70.5 16.6 16.6 Actuated g/C Ratio 0.73 0.73 0.73 0.73 0.17 0.17 v/c Ratio 0.44 1.02 0.03 0.80 0.11 0.22 Control Delay 13.8 44.6 4.5 14.3 34.5 4.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.8 44.6 4.5 14.3 34.5 4.7 LOS B D A B C A Approach Delay 42.8 14.3 11.3 Approach LOS D B B Queue Length 50th (ft) 17 ~821 0 356 11 0 Queue Length 95th (ft) 58 #1197 2 598 33 23 Internal Link Dist (ft) 7270 770 350 419 Turn Bay Length (ft) 300 50 155 Base Capacity (vph) 194 1365 77 1356 331 696 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.44 1.02 0.03 0.80 0.07 0.11 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 96.1 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.02 Intersection Signal Delay: 30.0 Intersection LOS: C Intersection Capacity Utilization 79.4% ICU Level of Service D Analysis Period (min) 15 ~ 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. Splits and Phases: 7: Prospect Road & Summit View Drive Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 135 796 817 457 890 57 598 792 327 44 580 117 Future Volume (vph) 135 796 817 457 890 57 598 792 327 44 580 117 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 285 350 275 130 280 450 175 130 Storage Lanes 1 1 2 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 360 136 293 136 Link Speed (mph) 45 45 45 45 Link Distance (ft) 500 7350 500 500 Travel Time (s) 7.6 111.4 7.6 7.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 147 865 888 497 967 62 650 861 355 48 630 127 Shared Lane Traffic (%) Lane Group Flow (vph) 147 865 888 497 967 62 650 861 355 48 630 127 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 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) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 18.2 46.6 46.6 21.2 49.6 49.6 26.0 42.7 42.7 9.5 26.2 26.2 Total Split (%) 15.2% 38.8% 38.8% 17.7% 41.3% 41.3% 21.7% 35.6% 35.6% 7.9% 21.8% 21.8% Maximum Green (s) 13.7 42.1 42.1 16.7 45.1 45.1 21.5 38.2 38.2 5.0 21.7 21.7 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None Max Max None Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 12.9 42.1 42.1 16.7 45.9 45.9 21.5 40.1 40.1 5.0 21.7 21.7 Actuated g/C Ratio 0.11 0.35 0.35 0.14 0.38 0.38 0.18 0.33 0.33 0.04 0.18 0.18 v/c Ratio 0.77 0.70 1.13 1.04 0.71 0.09 1.06 0.73 0.49 0.34 0.99 0.32 Control Delay 78.1 37.1 95.2 102.6 35.3 0.3 99.5 40.1 9.1 62.5 81.5 8.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 78.1 37.1 95.2 102.6 35.3 0.3 99.5 40.1 9.1 62.5 81.5 8.3 LOS E D F F D A F D A E F A Approach Delay 67.4 55.8 54.9 68.8 Approach LOS E E D E Queue Length 50th (ft) 112 301 ~603 ~214 335 0 ~284 315 34 19 258 0 Queue Length 95th (ft) #208 375 #853 #323 413 0 #402 393 118 39 #381 47 Internal Link Dist (ft) 420 7270 420 420 Turn Bay Length (ft) 285 350 275 130 280 450 175 130 Base Capacity (vph) 202 1241 789 477 1353 689 615 1182 723 143 639 397 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 0.73 0.70 1.13 1.04 0.71 0.09 1.06 0.73 0.49 0.34 0.99 0.32 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.13 Intersection Signal Delay: 60.9 Intersection LOS: E Intersection Capacity Utilization 90.9% ICU Level of Service E Analysis Period (min) 15 ~ 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. Splits and Phases: 9: Timberline Road & Prospect Road HCM Unsignalized Intersection Capacity Analysis 2: SW Frontage Road & Access C 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 133 15 36 132 15 88 Future Volume (Veh/h) 133 15 36 132 15 88 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 145 16 39 143 16 96 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 450 pX, platoon unblocked vC, conflicting volume 167 39 182 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 167 39 182 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 82 98 99 cM capacity (veh/h) 814 1033 1393 Direction, Lane # WB 1 NB 1 NB 2 SB 1 Volume Total 161 39 143 112 Volume Left 145 0 0 16 Volume Right 16 0 143 0 cSH 831 1700 1700 1393 Volume to Capacity 0.19 0.02 0.08 0.01 Queue Length 95th (ft) 18 0 0 1 Control Delay (s) 10.4 0.0 0.0 1.2 Lane LOS B A Approach Delay (s) 10.4 0.0 1.2 Approach LOS B Intersection Summary Average Delay 4.0 Intersection Capacity Utilization 27.1% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 5: Prospect Road & Access A 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 0 1292 1001 0 0 0 Future Volume (Veh/h) 0 1292 1001 0 0 0 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 1404 1088 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 850 1100 pX, platoon unblocked 0.62 0.46 0.62 vC, conflicting volume 1088 2492 1088 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 835 1794 835 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 495 41 228 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 0 1404 1088 0 0 Volume Left 0 0 0 0 0 Volume Right 0 0 0 0 0 cSH 1700 1700 1700 1700 1700 Volume to Capacity 0.00 0.83 0.64 0.00 0.00 Queue Length 95th (ft) 0 0 0 0 0 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 0.0 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 71.3% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 14: SW Frontage Road & Access F & Access E 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 3 Movement WBL WBR NBL NBT NBR SBL SBT SBR SEL SER Lane Configurations Traffic Volume (veh/h) 0 0 0 51 0 0 103 0 0 0 Future Volume (Veh/h) 0 0 0 51 0 0 103 0 0 0 Sign Control Stop Free Free Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 0 55 0 0 112 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 950 pX, platoon unblocked vC, conflicting volume 167 167 112 55 167 112 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 167 167 112 55 167 112 tC, single (s) 7.1 6.5 4.1 4.1 6.5 6.2 tC, 2 stage (s) tF (s) 3.5 4.0 2.2 2.2 4.0 3.3 p0 queue free % 100 100 100 100 100 100 cM capacity (veh/h) 797 726 1478 1550 726 941 Direction, Lane # WB 1 NB 1 SB 1 SE 1 Volume Total 0 55 112 0 Volume Left 0 0 0 0 Volume Right 0 0 0 0 cSH 1700 1478 1550 1700 Volume to Capacity 0.00 0.00 0.00 0.00 Queue Length 95th (ft) 0 0 0 0 Control Delay (s) 0.0 0.0 0.0 0.0 Lane LOS A A Approach Delay (s) 0.0 0.0 0.0 0.0 Approach LOS A A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 8.8% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 73 705 3 12 1251 67 2 29 0 44 35 82 Future Volume (vph) 73 705 3 12 1251 67 2 29 0 44 35 82 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 250 0 0 0 0 0 Storage Lanes 1 0 1 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.999 0.850 0.850 Flt Protected 0.950 0.950 0.997 0.973 Satd. Flow (prot) 1770 1861 0 1770 1863 1583 0 1857 0 0 1812 1583 Flt Permitted 0.046 0.314 0.985 0.827 Satd. Flow (perm) 86 1861 0 585 1863 1583 0 1835 0 0 1540 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)58 89 Link Speed (mph) 45 45 30 30 Link Distance (ft) 1100 500 500 450 Travel Time (s) 16.7 7.6 11.4 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 79 766 3 13 1360 73 2 32 0 48 38 89 Shared Lane Traffic (%) Lane Group Flow (vph) 79 769 0 13 1360 73 0 34 0 0 86 89 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA pm+pt NA Perm Perm NA Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 8 2 6 6 Detector Phase 7 4 3 8 8 2 2 6 6 6 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) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.5 88.0 9.5 88.0 88.0 22.5 22.5 22.5 22.5 22.5 Total Split (%) 7.9% 73.3% 7.9% 73.3% 73.3% 18.8% 18.8% 18.8% 18.8% 18.8% Maximum Green (s) 5.0 83.5 5.0 83.5 83.5 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 89.5 87.6 87.7 83.9 83.9 11.6 11.6 11.6 Actuated g/C Ratio 0.80 0.78 0.78 0.75 0.75 0.10 0.10 0.10 v/c Ratio 0.55 0.53 0.03 0.97 0.06 0.18 0.54 0.36 Control Delay 29.0 7.3 2.7 34.6 1.9 48.2 60.8 14.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.0 7.3 2.7 34.6 1.9 48.2 60.8 14.1 LOS C A A C A D E B Approach Delay 9.3 32.7 48.2 37.1 Approach LOS A C D D Queue Length 50th (ft) 8 134 1 849 3 23 61 0 Queue Length 95th (ft) #71 371 6 #1390 17 54 113 47 Internal Link Dist (ft) 1020 420 420 370 Turn Bay Length (ft) 75 250 Base Capacity (vph) 144 1457 512 1396 1200 296 248 330 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 0.55 0.53 0.03 0.97 0.06 0.11 0.35 0.27 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 111.9 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 25.3 Intersection LOS: C Intersection Capacity Utilization 86.3% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SW Frontage Road & Prospect Road Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Lane Configurations Traffic Volume (vph) 48 752 10 5 1305 26 0 0 35 5 97 Future Volume (vph) 48 752 10 5 1305 26 0 0 35 5 97 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 0 50 0 0 0 155 0 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frt 0.998 0.997 0.983 0.850 Flt Protected 0.950 0.950 0.958 Satd. Flow (prot) 1770 1859 0 1770 1857 0 1863 0 1754 1504 0 Flt Permitted 0.058 0.262 0.694 Satd. Flow (perm) 108 1859 0 488 1857 0 1863 0 1271 1504 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 1 40 Link Speed (mph) 45 45 30 30 Link Distance (ft) 7350 850 430 499 Travel Time (s) 111.4 12.9 9.8 11.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 52 817 11 5 1418 28 0 0 38 5 105 Shared Lane Traffic (%)90% Lane Group Flow (vph) 52 828 0 5 1446 0 0 0 43 105 0 Enter Blocked Intersection No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Right Left Right Right Median Width(ft) 24 24 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 9 Turn Type Perm NA Perm NA Perm pm+pt Perm Protected Phases 4 8 1 Permitted Phases 4 8 2 6 6 Detector Phase 4 4 8 8 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 74.0 74.0 74.0 74.0 23.5 22.5 46.0 Total Split (%) 61.7% 61.7% 61.7% 61.7% 19.6% 18.8% 38.3% Maximum Green (s) 69.5 69.5 69.5 69.5 19.0 18.0 41.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 69.5 69.5 69.5 69.5 17.5 17.5 Actuated g/C Ratio 0.72 0.72 0.72 0.72 0.18 0.18 v/c Ratio 0.67 0.62 0.01 1.08 0.16 0.34 Control Delay 54.1 9.2 4.2 63.6 34.3 25.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.1 9.2 4.2 63.6 34.3 25.3 LOS D A A E C C Approach Delay 11.9 63.4 27.9 Approach LOS B E C Queue Length 50th (ft) 14 211 1 ~990 22 35 Queue Length 95th (ft) #48 342 4 #1297 52 86 Internal Link Dist (ft) 7270 770 350 419 Turn Bay Length (ft) 300 50 155 Base Capacity (vph) 78 1346 353 1345 334 673 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 0.67 0.62 0.01 1.08 0.13 0.16 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 96 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.08 Intersection Signal Delay: 43.0 Intersection LOS: D Intersection Capacity Utilization 83.9% ICU Level of Service E Analysis Period (min) 15 ~ 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. Splits and Phases: 7: Prospect Road & Summit View Drive Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 82 720 509 352 849 40 720 536 338 92 621 120 Future Volume (vph) 82 720 509 352 849 40 720 536 338 92 621 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 285 350 275 130 280 450 175 130 Storage Lanes 1 1 2 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 457 136 279 177 Link Speed (mph) 45 45 45 45 Link Distance (ft) 500 7350 500 500 Travel Time (s) 7.6 111.4 7.6 7.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 89 783 553 383 923 43 783 583 367 100 675 130 Shared Lane Traffic (%) Lane Group Flow (vph) 89 783 553 383 923 43 783 583 367 100 675 130 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 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) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 13.6 34.0 34.0 20.0 40.4 40.4 35.0 54.1 54.1 11.9 31.0 31.0 Total Split (%) 11.3% 28.3% 28.3% 16.7% 33.7% 33.7% 29.2% 45.1% 45.1% 9.9% 25.8% 25.8% Maximum Green (s) 9.1 29.5 29.5 15.5 35.9 35.9 30.5 49.6 49.6 7.4 26.5 26.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None Max Max None Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 8.7 29.2 29.2 15.3 35.8 35.8 29.6 49.6 49.6 7.2 27.2 27.2 Actuated g/C Ratio 0.07 0.24 0.24 0.13 0.30 0.30 0.25 0.42 0.42 0.06 0.23 0.23 v/c Ratio 0.69 0.90 0.76 0.87 0.87 0.08 0.92 0.40 0.45 0.49 0.84 0.26 Control Delay 80.7 58.7 15.4 71.9 49.9 0.2 60.4 25.5 8.0 62.6 54.8 3.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 80.7 58.7 15.4 71.9 49.9 0.2 60.4 25.5 8.0 62.6 54.8 3.2 LOS F E B E D A E C A E D A Approach Delay 43.3 54.5 37.6 48.3 Approach LOS D D D D Queue Length 50th (ft) 68 310 60 152 356 0 303 164 42 39 266 0 Queue Length 95th (ft) #145 #421 208 #233 #453 0 #411 213 117 68 #362 21 Internal Link Dist (ft) 420 7270 420 420 Turn Bay Length (ft) 285 350 275 130 280 450 175 130 Base Capacity (vph) 135 875 735 446 1064 571 877 1471 820 212 806 497 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 0.66 0.89 0.75 0.86 0.87 0.08 0.89 0.40 0.45 0.47 0.84 0.26 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 119.3 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 45.1 Intersection LOS: D Intersection Capacity Utilization 82.7% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 9: Timberline Road & Prospect Road HCM Unsignalized Intersection Capacity Analysis 2: SW Frontage Road & Access C 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 117 13 53 116 13 44 Future Volume (Veh/h) 117 13 53 116 13 44 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 127 14 58 126 14 48 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 450 pX, platoon unblocked vC, conflicting volume 134 58 184 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 134 58 184 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 85 99 99 cM capacity (veh/h) 851 1008 1391 Direction, Lane # WB 1 NB 1 NB 2 SB 1 Volume Total 141 58 126 62 Volume Left 127 0 0 14 Volume Right 14 0 126 0 cSH 864 1700 1700 1391 Volume to Capacity 0.16 0.03 0.07 0.01 Queue Length 95th (ft) 15 0 0 1 Control Delay (s) 10.0 0.0 0.0 1.8 Lane LOS A A Approach Delay (s) 10.0 0.0 1.8 Approach LOS A Intersection Summary Average Delay 3.9 Intersection Capacity Utilization 23.6% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 5: Prospect Road & Access A 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 0 787 1336 0 0 0 Future Volume (Veh/h) 0 787 1336 0 0 0 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 855 1452 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 850 1100 pX, platoon unblocked 0.27 0.40 0.27 vC, conflicting volume 1452 2307 1452 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1322 2049 1322 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 141 25 52 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 0 855 1452 0 0 Volume Left 0 0 0 0 0 Volume Right 0 0 0 0 0 cSH 1700 1700 1700 1700 1700 Volume to Capacity 0.00 0.50 0.85 0.00 0.00 Queue Length 95th (ft) 0 0 0 0 0 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 0.0 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 73.6% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 14: SW Frontage Road & Access F & Access E 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 3 Movement WBL WBR NBL NBT NBR SBL SBT SBR SEL SER Lane Configurations Traffic Volume (veh/h) 0 0 0 66 0 0 57 0 0 0 Future Volume (Veh/h) 0 0 0 66 0 0 57 0 0 0 Sign Control Stop Free Free Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 0 72 0 0 62 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 950 pX, platoon unblocked vC, conflicting volume 134 134 62 72 134 62 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 134 134 62 72 134 62 tC, single (s) 7.1 6.5 4.1 4.1 6.5 6.2 tC, 2 stage (s) tF (s) 3.5 4.0 2.2 2.2 4.0 3.3 p0 queue free % 100 100 100 100 100 100 cM capacity (veh/h) 838 757 1541 1528 757 1003 Direction, Lane # WB 1 NB 1 SB 1 SE 1 Volume Total 0 72 62 0 Volume Left 0 0 0 0 Volume Right 0 0 0 0 cSH 1700 1541 1528 1700 Volume to Capacity 0.00 0.00 0.00 0.00 Queue Length 95th (ft) 0 0 0 0 Control Delay (s) 0.0 0.0 0.0 0.0 Lane LOS A A Approach Delay (s) 0.0 0.0 0.0 0.0 Approach LOS A A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 6.8% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 72 1211 2 12 868 63 0 33 1 64 42 115 Future Volume (vph) 72 1211 2 12 868 63 0 33 1 64 42 115 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 250 0 0 0 0 0 Storage Lanes 1 0 1 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.850 0.996 0.850 Flt Protected 0.950 0.950 0.971 Satd. Flow (prot) 1770 1863 0 1770 1863 1583 0 1855 0 0 1809 1583 Flt Permitted 0.193 0.049 0.794 Satd. Flow (perm) 360 1863 0 91 1863 1583 0 1855 0 0 1479 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)68 1 125 Link Speed (mph) 45 45 30 30 Link Distance (ft) 1100 500 500 450 Travel Time (s) 16.7 7.6 11.4 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 78 1316 2 13 943 68 0 36 1 70 46 125 Shared Lane Traffic (%) Lane Group Flow (vph) 78 1318 0 13 943 68 0 37 0 0 116 125 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 8 2 6 6 Detector Phase 7 4 3 8 8 2 2 6 6 6 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) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 10.3 88.0 9.5 87.2 87.2 22.5 22.5 22.5 22.5 22.5 Total Split (%) 8.6% 73.3% 7.9% 72.7% 72.7% 18.8% 18.8% 18.8% 18.8% 18.8% Maximum Green (s) 5.8 83.5 5.0 82.7 82.7 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 86.1 84.0 83.3 79.4 79.4 13.4 13.4 13.4 Actuated g/C Ratio 0.78 0.76 0.76 0.72 0.72 0.12 0.12 0.12 v/c Ratio 0.22 0.93 0.09 0.70 0.06 0.16 0.64 0.41 Control Delay 4.3 25.6 4.2 13.5 1.6 44.7 63.6 12.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 4.3 25.6 4.2 13.5 1.6 44.7 63.6 12.4 LOS A C A B A D E B Approach Delay 24.4 12.6 44.7 37.0 Approach LOS C B D D Queue Length 50th (ft) 9 518 2 356 0 22 76 0 Queue Length 95th (ft) 23 #1342 6 582 14 57 147 55 Internal Link Dist (ft) 1020 420 420 370 Turn Bay Length (ft) 75 250 Base Capacity (vph) 356 1423 145 1412 1216 306 243 365 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 0.22 0.93 0.09 0.67 0.06 0.12 0.48 0.34 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 109.9 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 21.3 Intersection LOS: C Intersection Capacity Utilization 83.8% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SW Frontage Road & Prospect Road Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Lane Configurations Traffic Volume (vph) 78 1272 9 2 944 55 0 0 20 0 71 Future Volume (vph) 78 1272 9 2 944 55 0 0 20 0 71 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 0 50 0 0 0 155 0 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frt 0.999 0.992 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1770 1861 0 1770 1848 0 1863 0 1770 1504 0 Flt Permitted 0.142 0.057 0.416 Satd. Flow (perm) 265 1861 0 106 1848 0 1863 0 775 1504 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 4 108 Link Speed (mph) 45 45 30 30 Link Distance (ft) 7350 850 430 499 Travel Time (s) 111.4 12.9 9.8 11.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 85 1383 10 2 1026 60 0 0 22 0 77 Shared Lane Traffic (%)0% Lane Group Flow (vph) 85 1393 0 2 1086 0 0 0 22 77 0 Enter Blocked Intersection No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Right Left Right Right Median Width(ft) 24 24 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 9 Turn Type Perm NA Perm NA Perm pm+pt Perm Protected Phases 4 8 1 Permitted Phases 4 8 2 6 6 Detector Phase 4 4 8 8 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 75.0 75.0 75.0 75.0 22.5 22.5 45.0 Total Split (%) 62.5% 62.5% 62.5% 62.5% 18.8% 18.8% 37.5% Maximum Green (s) 70.5 70.5 70.5 70.5 18.0 18.0 40.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 70.5 70.5 70.5 70.5 16.6 16.6 Actuated g/C Ratio 0.73 0.73 0.73 0.73 0.17 0.17 v/c Ratio 0.44 1.02 0.03 0.80 0.11 0.22 Control Delay 13.8 44.6 4.5 14.3 34.5 4.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.8 44.6 4.5 14.3 34.5 4.7 LOS B D A B C A Approach Delay 42.8 14.3 11.3 Approach LOS D B B Queue Length 50th (ft) 17 ~821 0 356 11 0 Queue Length 95th (ft) 58 #1197 2 598 33 23 Internal Link Dist (ft) 7270 770 350 419 Turn Bay Length (ft) 300 50 155 Base Capacity (vph) 194 1365 77 1356 331 696 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.44 1.02 0.03 0.80 0.07 0.11 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 96.1 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.02 Intersection Signal Delay: 30.0 Intersection LOS: C Intersection Capacity Utilization 79.4% ICU Level of Service D Analysis Period (min) 15 ~ 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. Splits and Phases: 7: Prospect Road & Summit View Drive Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 135 796 817 457 890 57 598 792 327 44 580 117 Future Volume (vph) 135 796 817 457 890 57 598 792 327 44 580 117 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 285 350 275 130 280 450 175 130 Storage Lanes 1 1 2 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 360 136 293 136 Link Speed (mph) 45 45 45 45 Link Distance (ft) 500 7350 500 500 Travel Time (s) 7.6 111.4 7.6 7.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 147 865 888 497 967 62 650 861 355 48 630 127 Shared Lane Traffic (%) Lane Group Flow (vph) 147 865 888 497 967 62 650 861 355 48 630 127 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 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) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 18.2 46.6 46.6 21.2 49.6 49.6 26.0 42.7 42.7 9.5 26.2 26.2 Total Split (%) 15.2% 38.8% 38.8% 17.7% 41.3% 41.3% 21.7% 35.6% 35.6% 7.9% 21.8% 21.8% Maximum Green (s) 13.7 42.1 42.1 16.7 45.1 45.1 21.5 38.2 38.2 5.0 21.7 21.7 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None Max Max None Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 12.9 42.1 42.1 16.7 45.9 45.9 21.5 40.1 40.1 5.0 21.7 21.7 Actuated g/C Ratio 0.11 0.35 0.35 0.14 0.38 0.38 0.18 0.33 0.33 0.04 0.18 0.18 v/c Ratio 0.77 0.70 1.13 1.04 0.71 0.09 1.06 0.73 0.49 0.34 0.99 0.32 Control Delay 78.1 37.1 95.2 102.6 35.3 0.3 99.5 40.1 9.1 62.5 81.5 8.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 78.1 37.1 95.2 102.6 35.3 0.3 99.5 40.1 9.1 62.5 81.5 8.3 LOS E D F F D A F D A E F A Approach Delay 67.4 55.8 54.9 68.8 Approach LOS E E D E Queue Length 50th (ft) 112 301 ~603 ~214 335 0 ~284 315 34 19 258 0 Queue Length 95th (ft) #208 375 #853 #323 413 0 #402 393 118 39 #381 47 Internal Link Dist (ft) 420 7270 420 420 Turn Bay Length (ft) 285 350 275 130 280 450 175 130 Base Capacity (vph) 202 1241 789 477 1353 689 615 1182 723 143 639 397 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 0.73 0.70 1.13 1.04 0.71 0.09 1.06 0.73 0.49 0.34 0.99 0.32 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.13 Intersection Signal Delay: 60.9 Intersection LOS: E Intersection Capacity Utilization 90.9% ICU Level of Service E Analysis Period (min) 15 ~ 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. Splits and Phases: 9: Timberline Road & Prospect Road HCM Unsignalized Intersection Capacity Analysis 2: SW Frontage Road & Access C 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 133 15 36 132 15 88 Future Volume (Veh/h) 133 15 36 132 15 88 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 145 16 39 143 16 96 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 450 pX, platoon unblocked vC, conflicting volume 167 39 182 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 167 39 182 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 82 98 99 cM capacity (veh/h) 814 1033 1393 Direction, Lane # WB 1 NB 1 NB 2 SB 1 Volume Total 161 39 143 112 Volume Left 145 0 0 16 Volume Right 16 0 143 0 cSH 831 1700 1700 1393 Volume to Capacity 0.19 0.02 0.08 0.01 Queue Length 95th (ft) 18 0 0 1 Control Delay (s) 10.4 0.0 0.0 1.2 Lane LOS B A Approach Delay (s) 10.4 0.0 1.2 Approach LOS B Intersection Summary Average Delay 4.0 Intersection Capacity Utilization 27.1% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 5: Prospect Road & Access A 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 0 1292 1001 0 0 0 Future Volume (Veh/h) 0 1292 1001 0 0 0 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 1404 1088 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 850 1100 pX, platoon unblocked 0.62 0.46 0.62 vC, conflicting volume 1088 2492 1088 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 835 1794 835 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 495 41 228 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 0 1404 1088 0 0 Volume Left 0 0 0 0 0 Volume Right 0 0 0 0 0 cSH 1700 1700 1700 1700 1700 Volume to Capacity 0.00 0.83 0.64 0.00 0.00 Queue Length 95th (ft) 0 0 0 0 0 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 0.0 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 71.3% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 14: SW Frontage Road & Access F & Access E 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out - QT Only No Master Synchro 11 Report KortneyB Page 3 Movement WBL WBR NBL NBT NBR SBL SBT SBR SEL SER Lane Configurations Traffic Volume (veh/h) 0 0 0 51 0 0 103 0 0 0 Future Volume (Veh/h) 0 0 0 51 0 0 103 0 0 0 Sign Control Stop Free Free Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 0 55 0 0 112 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 950 pX, platoon unblocked vC, conflicting volume 167 167 112 55 167 112 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 167 167 112 55 167 112 tC, single (s) 7.1 6.5 4.1 4.1 6.5 6.2 tC, 2 stage (s) tF (s) 3.5 4.0 2.2 2.2 4.0 3.3 p0 queue free % 100 100 100 100 100 100 cM capacity (veh/h) 797 726 1478 1550 726 941 Direction, Lane # WB 1 NB 1 SB 1 SE 1 Volume Total 0 55 112 0 Volume Left 0 0 0 0 Volume Right 0 0 0 0 cSH 1700 1478 1550 1700 Volume to Capacity 0.00 0.00 0.00 0.00 Queue Length 95th (ft) 0 0 0 0 Control Delay (s) 0.0 0.0 0.0 0.0 Lane LOS A A Approach Delay (s) 0.0 0.0 0.0 0.0 Approach LOS A A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 8.8% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out Synchro 11 Report KortneyB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 83 705 3 12 1266 93 2 29 0 177 35 118 Future Volume (vph) 83 705 3 12 1266 93 2 29 0 177 35 118 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 250 150 0 0 0 150 Storage Lanes 1 0 1 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.999 0.850 0.850 Flt Protected 0.950 0.950 0.997 0.960 Satd. Flow (prot) 1770 1861 0 1770 1863 1583 0 1857 0 0 1788 1583 Flt Permitted 0.046 0.290 0.984 0.755 Satd. Flow (perm) 86 1861 0 540 1863 1583 0 1833 0 0 1406 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)55 128 Link Speed (mph) 45 45 30 30 Link Distance (ft) 1100 500 500 450 Travel Time (s) 16.7 7.6 11.4 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 90 766 3 13 1376 101 2 32 0 192 38 128 Shared Lane Traffic (%) Lane Group Flow (vph) 90 769 0 13 1376 101 0 34 0 0 230 128 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA pm+pt NA Perm Perm NA Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 8 2 6 6 Detector Phase 7 4 3 8 8 2 2 6 6 6 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) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.5 86.0 9.5 86.0 86.0 24.5 24.5 24.5 24.5 24.5 Total Split (%) 7.9% 71.7% 7.9% 71.7% 71.7% 20.4% 20.4% 20.4% 20.4% 20.4% Maximum Green (s) 5.0 81.5 5.0 81.5 81.5 20.0 20.0 20.0 20.0 20.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out Synchro 11 Report KortneyB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 89.2 87.2 86.5 81.5 81.5 20.0 20.0 20.0 Actuated g/C Ratio 0.74 0.73 0.72 0.68 0.68 0.17 0.17 0.17 v/c Ratio 0.67 0.57 0.03 1.09 0.09 0.11 0.98 0.35 Control Delay 42.0 10.4 3.8 73.6 3.5 43.6 105.0 10.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.0 10.4 3.8 73.6 3.5 43.6 105.0 10.2 LOS D B A E A D F B Approach Delay 13.7 68.3 43.6 71.1 Approach LOS B E D E Queue Length 50th (ft) 18 210 2 ~1198 11 23 179 0 Queue Length 95th (ft) #100 409 7 #1461 29 53 #343 54 Internal Link Dist (ft) 1020 420 420 370 Turn Bay Length (ft) 75 250 150 150 Base Capacity (vph) 134 1352 440 1265 1092 305 234 370 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 0.67 0.57 0.03 1.09 0.09 0.11 0.98 0.35 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.09 Intersection Signal Delay: 51.2 Intersection LOS: D Intersection Capacity Utilization 94.8% ICU Level of Service F Analysis Period (min) 15 ~ 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. Splits and Phases: 1: SW Frontage Road & Prospect Road Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out Synchro 11 Report KortneyB Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Lane Configurations Traffic Volume (vph) 48 775 10 5 1415 41 0 0 39 5 97 Future Volume (vph) 48 775 10 5 1415 41 0 0 39 5 97 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 0 50 0 0 0 155 0 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frt 0.998 0.996 0.984 0.850 Flt Protected 0.950 0.950 0.957 Satd. Flow (prot) 1770 1859 0 1770 1855 0 1863 0 1754 1504 0 Flt Permitted 0.058 0.249 0.660 Satd. Flow (perm) 108 1859 0 464 1855 0 1863 0 1210 1504 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 2 30 Link Speed (mph) 45 45 30 30 Link Distance (ft) 7350 850 430 499 Travel Time (s) 111.4 12.9 9.8 11.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 52 842 11 5 1538 45 0 0 42 5 105 Shared Lane Traffic (%)90% Lane Group Flow (vph) 52 853 0 5 1583 0 0 0 47 105 0 Enter Blocked Intersection No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Right Left Right Right Median Width(ft) 24 24 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 9 Turn Type Perm NA Perm NA Perm pm+pt Perm Protected Phases 4 8 1 Permitted Phases 4 8 2 6 6 Detector Phase 4 4 8 8 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 74.0 74.0 74.0 74.0 23.5 22.5 46.0 Total Split (%) 61.7% 61.7% 61.7% 61.7% 19.6% 18.8% 38.3% Maximum Green (s) 69.5 69.5 69.5 69.5 19.0 18.0 41.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out Synchro 11 Report KortneyB Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 69.5 69.5 69.5 69.5 17.6 17.6 Actuated g/C Ratio 0.72 0.72 0.72 0.72 0.18 0.18 v/c Ratio 0.67 0.63 0.01 1.18 0.18 0.35 Control Delay 54.6 9.7 4.4 106.6 34.5 28.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.6 9.7 4.4 106.6 34.5 28.1 LOS D A A F C C Approach Delay 12.3 106.3 30.1 Approach LOS B F C Queue Length 50th (ft) 14 225 1 ~1173 24 42 Queue Length 95th (ft) #49 368 4 #1489 56 92 Internal Link Dist (ft) 7270 770 350 419 Turn Bay Length (ft) 300 50 155 Base Capacity (vph) 78 1344 335 1341 334 666 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 0.67 0.63 0.01 1.18 0.14 0.16 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 96.2 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.18 Intersection Signal Delay: 69.8 Intersection LOS: E Intersection Capacity Utilization 90.6% ICU Level of Service E Analysis Period (min) 15 ~ 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. Splits and Phases: 7: Prospect Road & Summit View Drive Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out Synchro 11 Report KortneyB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 82 731 509 396 902 53 720 536 347 95 621 120 Future Volume (vph) 82 731 509 396 902 53 720 536 347 95 621 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 285 350 275 130 280 450 175 130 Storage Lanes 1 1 2 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 434 136 298 177 Link Speed (mph) 45 45 45 45 Link Distance (ft) 500 7350 500 500 Travel Time (s) 7.6 111.4 7.6 7.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 89 795 553 430 980 58 783 583 377 103 675 130 Shared Lane Traffic (%) Lane Group Flow (vph) 89 795 553 430 980 58 783 583 377 103 675 130 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 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) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 12.0 33.0 33.0 21.0 42.0 42.0 34.0 54.0 54.0 12.0 32.0 32.0 Total Split (%) 10.0% 27.5% 27.5% 17.5% 35.0% 35.0% 28.3% 45.0% 45.0% 10.0% 26.7% 26.7% Maximum Green (s) 7.5 28.5 28.5 16.5 37.5 37.5 29.5 49.5 49.5 7.5 27.5 27.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None Max Max None Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out Synchro 11 Report KortneyB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 7.5 28.5 28.5 16.5 37.5 37.5 29.0 49.5 49.5 7.3 27.8 27.8 Actuated g/C Ratio 0.06 0.24 0.24 0.14 0.31 0.31 0.24 0.41 0.41 0.06 0.23 0.23 v/c Ratio 0.81 0.95 0.78 0.91 0.89 0.10 0.94 0.40 0.45 0.49 0.82 0.26 Control Delay 101.2 65.4 18.4 75.3 50.0 0.3 64.7 25.8 7.5 62.9 53.4 3.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 101.2 65.4 18.4 75.3 50.0 0.3 64.7 25.8 7.5 62.9 53.4 3.1 LOS F E B E D A E C A E D A Approach Delay 49.5 55.5 39.3 47.2 Approach LOS D E D D Queue Length 50th (ft) 69 320 81 171 378 0 307 164 37 40 263 0 Queue Length 95th (ft) #164 #444 236 #264 #494 0 #423 213 112 70 #340 20 Internal Link Dist (ft) 420 7270 420 420 Turn Bay Length (ft) 285 350 275 130 280 450 175 130 Base Capacity (vph) 110 841 707 473 1107 589 845 1462 829 214 820 503 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 0.95 0.78 0.91 0.89 0.10 0.93 0.40 0.45 0.48 0.82 0.26 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 119.8 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 47.5 Intersection LOS: D Intersection Capacity Utilization 84.2% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 9: Timberline Road & Prospect Road HCM Unsignalized Intersection Capacity Analysis 2: SW Frontage Road & Access C 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out Synchro 11 Report KortneyB Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 117 13 89 116 13 213 Future Volume (Veh/h) 117 13 89 116 13 213 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 127 14 97 126 14 232 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 450 pX, platoon unblocked vC, conflicting volume 357 97 223 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 357 97 223 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 80 99 99 cM capacity (veh/h) 635 959 1346 Direction, Lane # WB 1 NB 1 NB 2 SB 1 Volume Total 141 97 126 246 Volume Left 127 0 0 14 Volume Right 14 0 126 0 cSH 657 1700 1700 1346 Volume to Capacity 0.21 0.06 0.07 0.01 Queue Length 95th (ft) 20 0 0 1 Control Delay (s) 12.0 0.0 0.0 0.5 Lane LOS B A Approach Delay (s) 12.0 0.0 0.5 Approach LOS B Intersection Summary Average Delay 3.0 Intersection Capacity Utilization 32.5% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 5: Prospect Road & Access A 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out Synchro 11 Report KortneyB Page 2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 17 797 1371 16 0 90 Future Volume (Veh/h) 17 797 1371 16 0 90 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 18 866 1490 17 0 98 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 850 1100 pX, platoon unblocked 0.32 0.46 0.32 vC, conflicting volume 1507 2392 1490 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1522 2106 1469 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 87 100 0 cM capacity (veh/h) 140 22 50 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 18 866 1490 17 98 Volume Left 18 0 0 0 0 Volume Right 0 0 0 17 98 cSH 140 1700 1700 1700 50 Volume to Capacity 0.13 0.51 0.88 0.01 1.96 Queue Length 95th (ft) 11 0 0 0 244 Control Delay (s) 34.4 0.0 0.0 0.0 622.8 Lane LOS D F Approach Delay (s) 0.7 0.0 622.8 Approach LOS F Intersection Summary Average Delay 24.8 Intersection Capacity Utilization 84.4% ICU Level of Service E Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 14: SW Frontage Road & Access F & Access E 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 AM Build-out Synchro 11 Report KortneyB Page 3 Movement WBL WBR NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations Traffic Volume (veh/h) 0 0 36 66 0 0 58 7 28 0 168 Future Volume (Veh/h) 0 0 36 66 0 0 58 7 28 0 168 Sign Control Stop Free Free Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 39 72 0 0 63 8 30 0 183 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 950 pX, platoon unblocked vC, conflicting volume 400 221 71 72 217 217 67 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 400 221 71 72 217 217 67 tC, single (s) 7.1 6.5 4.1 4.1 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 3.5 4.0 2.2 2.2 3.5 4.0 3.3 p0 queue free % 100 100 97 100 96 100 82 cM capacity (veh/h) 449 660 1529 1528 725 664 997 Direction, Lane # WB 1 NB 1 SB 1 SE 1 Volume Total 0 111 71 213 Volume Left 0 39 0 30 Volume Right 0 0 8 183 cSH 1700 1529 1528 947 Volume to Capacity 0.00 0.03 0.00 0.23 Queue Length 95th (ft) 0 2 0 22 Control Delay (s) 0.0 2.7 0.0 9.9 Lane LOS A A A Approach Delay (s) 0.0 2.7 0.0 9.9 Approach LOS A A Intersection Summary Average Delay 6.1 Intersection Capacity Utilization 30.7% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out Synchro 11 Report KortneyB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 122 1211 2 12 929 149 0 33 1 141 42 137 Future Volume (vph) 122 1211 2 12 929 149 0 33 1 141 42 137 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 250 150 0 0 0 150 Storage Lanes 1 0 1 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.850 0.996 0.850 Flt Protected 0.950 0.950 0.963 Satd. Flow (prot) 1770 1863 0 1770 1863 1583 0 1855 0 0 1794 1583 Flt Permitted 0.126 0.051 0.751 Satd. Flow (perm) 235 1863 0 95 1863 1583 0 1855 0 0 1399 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)105 1 149 Link Speed (mph) 45 45 30 30 Link Distance (ft) 1100 500 500 450 Travel Time (s) 16.7 7.6 11.4 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 133 1316 2 13 1010 162 0 36 1 153 46 149 Shared Lane Traffic (%) Lane Group Flow (vph) 133 1318 0 13 1010 162 0 37 0 0 199 149 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 8 2 6 6 Detector Phase 7 4 3 8 8 2 2 6 6 6 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) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 10.4 87.0 9.5 86.1 86.1 23.5 23.5 23.5 23.5 23.5 Total Split (%) 8.7% 72.5% 7.9% 71.8% 71.8% 19.6% 19.6% 19.6% 19.6% 19.6% Maximum Green (s) 5.9 82.5 5.0 81.6 81.6 19.0 19.0 19.0 19.0 19.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out Synchro 11 Report KortneyB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 84.9 82.7 80.8 75.8 75.8 18.4 18.4 18.4 Actuated g/C Ratio 0.75 0.73 0.71 0.67 0.67 0.16 0.16 0.16 v/c Ratio 0.52 0.97 0.09 0.81 0.15 0.12 0.88 0.39 Control Delay 11.4 35.6 4.8 20.5 2.9 42.4 83.3 10.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.4 35.6 4.8 20.5 2.9 42.4 83.3 10.3 LOS B D A C A D F B Approach Delay 33.3 17.9 42.4 52.1 Approach LOS C B D D Queue Length 50th (ft) 22 690 2 497 13 22 138 0 Queue Length 95th (ft) 37 #1355 6 702 36 57 #294 59 Internal Link Dist (ft) 1020 420 420 370 Turn Bay Length (ft) 75 250 150 150 Base Capacity (vph) 255 1354 141 1339 1167 311 234 389 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 0.52 0.97 0.09 0.75 0.14 0.12 0.85 0.38 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 113.7 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 29.6 Intersection LOS: C Intersection Capacity Utilization 96.0% ICU Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SW Frontage Road & Prospect Road Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out Synchro 11 Report KortneyB Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Lane Configurations Traffic Volume (vph) 78 1374 9 2 1004 63 0 0 34 0 71 Future Volume (vph) 78 1374 9 2 1004 63 0 0 34 0 71 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 0 50 0 0 0 155 0 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frt 0.999 0.991 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1770 1861 0 1770 1846 0 1863 0 1770 1504 0 Flt Permitted 0.102 0.057 0.416 Satd. Flow (perm) 190 1861 0 106 1846 0 1863 0 775 1504 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)5 93 Link Speed (mph) 45 45 30 30 Link Distance (ft) 7350 850 430 499 Travel Time (s) 111.4 12.9 9.8 11.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 85 1493 10 2 1091 68 0 0 37 0 77 Shared Lane Traffic (%)0% Lane Group Flow (vph) 85 1503 0 2 1159 0 0 0 37 77 0 Enter Blocked Intersection No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Right Left Right Right Median Width(ft) 24 24 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 9 Turn Type Perm NA Perm NA Perm pm+pt Perm Protected Phases 4 8 1 Permitted Phases 4 8 2 6 6 Detector Phase 4 4 8 8 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 75.0 75.0 75.0 75.0 22.5 22.5 45.0 Total Split (%) 62.5% 62.5% 62.5% 62.5% 18.8% 18.8% 37.5% Maximum Green (s) 70.5 70.5 70.5 70.5 18.0 18.0 40.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out Synchro 11 Report KortneyB Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 70.5 70.5 70.5 70.5 17.2 17.2 Actuated g/C Ratio 0.73 0.73 0.73 0.73 0.18 0.18 v/c Ratio 0.62 1.11 0.03 0.86 0.17 0.22 Control Delay 30.8 76.3 5.0 18.5 35.3 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.8 76.3 5.0 18.5 35.3 7.0 LOS C E A B D A Approach Delay 73.8 18.4 16.2 Approach LOS E B B Queue Length 50th (ft) 22 ~1060 0 433 19 0 Queue Length 95th (ft) #120 #1361 3 #836 47 30 Internal Link Dist (ft) 7270 770 350 419 Turn Bay Length (ft) 300 50 155 Base Capacity (vph) 138 1356 77 1347 331 683 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 0.62 1.11 0.03 0.86 0.11 0.11 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 96.7 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay: 49.1 Intersection LOS: D Intersection Capacity Utilization 84.8% ICU Level of Service E Analysis Period (min) 15 ~ 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. Splits and Phases: 7: Prospect Road & Summit View Drive Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out Synchro 11 Report KortneyB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 135 845 817 481 919 64 598 792 368 56 580 117 Future Volume (vph) 135 845 817 481 919 64 598 792 368 56 580 117 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 285 350 275 130 280 450 175 130 Storage Lanes 1 1 2 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 3433 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 364 136 281 136 Link Speed (mph) 45 45 45 45 Link Distance (ft) 500 7350 500 500 Travel Time (s) 7.6 111.4 7.6 7.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 147 918 888 523 999 70 650 861 400 61 630 127 Shared Lane Traffic (%) Lane Group Flow (vph) 147 918 888 523 999 70 650 861 400 61 630 127 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 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) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 18.2 46.4 46.4 22.1 50.3 50.3 26.0 41.9 41.9 9.6 25.5 25.5 Total Split (%) 15.2% 38.7% 38.7% 18.4% 41.9% 41.9% 21.7% 34.9% 34.9% 8.0% 21.3% 21.3% Maximum Green (s) 13.7 41.9 41.9 17.6 45.8 45.8 21.5 37.4 37.4 5.1 21.0 21.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None Max Max None Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out Synchro 11 Report KortneyB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 12.9 41.9 41.9 17.6 46.6 46.6 21.5 39.3 39.3 5.1 21.0 21.0 Actuated g/C Ratio 0.11 0.35 0.35 0.15 0.39 0.39 0.18 0.33 0.33 0.04 0.18 0.18 v/c Ratio 0.77 0.74 1.13 1.04 0.73 0.10 1.06 0.74 0.57 0.42 1.02 0.33 Control Delay 78.1 38.8 95.1 100.5 35.3 0.3 99.5 41.1 13.5 65.1 89.7 8.5 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 78.1 38.8 95.1 100.5 35.3 0.3 99.5 41.1 13.5 65.1 89.7 8.5 LOS E D F F D A F D B E F A Approach Delay 67.4 55.2 55.2 75.2 Approach LOS E E E E Queue Length 50th (ft) 112 326 ~600 ~225 346 0 ~284 318 69 24 ~266 0 Queue Length 95th (ft) #208 405 #849 #336 427 0 #402 397 174 47 #390 47 Internal Link Dist (ft) 420 7270 420 420 Turn Bay Length (ft) 285 350 275 130 280 450 175 130 Base Capacity (vph) 202 1235 789 503 1373 697 615 1159 707 145 619 389 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 0.73 0.74 1.13 1.04 0.73 0.10 1.06 0.74 0.57 0.42 1.02 0.33 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.13 Intersection Signal Delay: 61.6 Intersection LOS: E Intersection Capacity Utilization 91.6% ICU Level of Service F Analysis Period (min) 15 ~ 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. Splits and Phases: 9: Timberline Road & Prospect Road HCM Unsignalized Intersection Capacity Analysis 2: SW Frontage Road & Access C 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out Synchro 11 Report KortneyB Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 133 15 172 132 15 187 Future Volume (Veh/h) 133 15 172 132 15 187 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 145 16 187 143 16 203 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 450 pX, platoon unblocked vC, conflicting volume 422 187 330 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 422 187 330 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 75 98 99 cM capacity (veh/h) 581 855 1229 Direction, Lane # WB 1 NB 1 NB 2 SB 1 Volume Total 161 187 143 219 Volume Left 145 0 0 16 Volume Right 16 0 143 0 cSH 600 1700 1700 1229 Volume to Capacity 0.27 0.11 0.08 0.01 Queue Length 95th (ft) 27 0 0 1 Control Delay (s) 13.2 0.0 0.0 0.7 Lane LOS B A Approach Delay (s) 13.2 0.0 0.7 Approach LOS B Intersection Summary Average Delay 3.2 Intersection Capacity Utilization 37.2% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 5: Prospect Road & Access A 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out Synchro 11 Report KortneyB Page 2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 66 1342 1018 66 0 51 Future Volume (Veh/h) 66 1342 1018 66 0 51 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 72 1459 1107 72 0 55 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 850 1100 pX, platoon unblocked 0.53 0.51 0.53 vC, conflicting volume 1179 2710 1107 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 895 1800 759 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 82 100 74 cM capacity (veh/h) 402 37 216 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 72 1459 1107 72 55 Volume Left 72 0 0 0 0 Volume Right 0 0 0 72 55 cSH 402 1700 1700 1700 216 Volume to Capacity 0.18 0.86 0.65 0.04 0.26 Queue Length 95th (ft) 16 0 0 0 24 Control Delay (s) 15.9 0.0 0.0 0.0 27.3 Lane LOS C D Approach Delay (s) 0.7 0.0 27.3 Approach LOS D Intersection Summary Average Delay 1.0 Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 14: SW Frontage Road & Access F & Access E 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2025 PM Build-out Synchro 11 Report KortneyB Page 3 Movement WBL WBR NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations Traffic Volume (veh/h) 0 0 136 51 0 0 108 24 16 0 94 Future Volume (Veh/h) 0 0 136 51 0 0 108 24 16 0 94 Sign Control Stop Free Free Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 148 55 0 0 117 26 17 0 102 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 950 pX, platoon unblocked vC, conflicting volume 583 494 143 55 481 481 130 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 583 494 143 55 481 481 130 tC, single (s) 7.1 6.5 4.1 4.1 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 3.5 4.0 2.2 2.2 3.5 4.0 3.3 p0 queue free % 100 100 90 100 96 100 89 cM capacity (veh/h) 347 427 1440 1550 456 435 920 Direction, Lane # WB 1 NB 1 SB 1 SE 1 Volume Total 0 203 143 119 Volume Left 0 148 0 17 Volume Right 0 0 26 102 cSH 1700 1440 1550 803 Volume to Capacity 0.00 0.10 0.00 0.15 Queue Length 95th (ft) 0 9 0 13 Control Delay (s) 0.0 5.9 0.0 10.3 Lane LOS A A B Approach Delay (s) 0.0 5.9 0.0 10.3 Approach LOS A B Intersection Summary Average Delay 5.2 Intersection Capacity Utilization 34.0% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 AM Build-out Synchro 11 Report KortneyB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 247 1061 5 19 1888 336 7 31 5 273 35 174 Future Volume (vph) 247 1061 5 19 1888 336 7 31 5 273 35 174 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 485 50 425 195 140 115 390 250 Storage Lanes 1 1 1 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 1.00 1.00 0.97 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 3433 1863 1583 3433 1863 1583 Flt Permitted 0.058 0.216 0.950 0.950 Satd. Flow (perm) 108 3539 1583 402 3539 1583 3433 1863 1583 3433 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 95 183 136 153 Link Speed (mph) 45 45 30 30 Link Distance (ft) 1100 500 500 450 Travel Time (s) 16.7 7.6 11.4 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 268 1153 5 21 2052 365 8 34 5 297 38 189 Shared Lane Traffic (%) Lane Group Flow (vph) 268 1153 5 21 2052 365 8 34 5 297 38 189 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA Perm pm+pt NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 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) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 15.0 71.5 71.5 9.5 66.0 66.0 9.5 25.0 25.0 14.0 29.5 29.5 Total Split (%) 12.5% 59.6% 59.6% 7.9% 55.0% 55.0% 7.9% 20.8% 20.8% 11.7% 24.6% 24.6% Maximum Green (s) 10.5 67.0 67.0 5.0 61.5 61.5 5.0 20.5 20.5 9.5 25.0 25.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None Min Min None Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 AM Build-out Synchro 11 Report KortneyB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 76.5 72.8 72.8 66.5 61.5 61.5 5.0 7.7 7.7 9.5 19.8 19.8 Actuated g/C Ratio 0.71 0.68 0.68 0.62 0.57 0.57 0.05 0.07 0.07 0.09 0.18 0.18 v/c Ratio 1.12 0.48 0.00 0.07 1.01 0.37 0.05 0.26 0.02 0.98 0.11 0.45 Control Delay 124.1 9.9 0.0 5.8 46.3 7.1 50.6 51.6 0.2 96.1 38.9 14.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 124.1 9.9 0.0 5.8 46.3 7.1 50.6 51.6 0.2 96.1 38.9 14.4 LOS F A A A D A D D A F D B Approach Delay 31.3 40.1 46.0 62.5 Approach LOS C D D E Queue Length 50th (ft) ~162 152 0 4 ~714 56 2 23 0 106 21 20 Queue Length 95th (ft) #344 289 0 12 #968 122 11 54 0 #202 56 93 Internal Link Dist (ft) 1020 420 420 370 Turn Bay Length (ft) 485 50 425 195 140 115 390 250 Base Capacity (vph) 239 2403 1105 313 2031 986 160 356 412 304 434 486 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 1.12 0.48 0.00 0.07 1.01 0.37 0.05 0.10 0.01 0.98 0.09 0.39 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 107.2 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay: 40.0 Intersection LOS: D Intersection Capacity Utilization 91.6% ICU Level of Service F Analysis Period (min) 15 ~ 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. Splits and Phases: 1: SW Frontage Road & Prospect Road Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 AM Build-out Synchro 11 Report KortneyB Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Lane Configurations Traffic Volume (vph) 71 1266 15 8 2081 59 0 0 73 8 144 Future Volume (vph) 71 1266 15 8 2081 59 0 0 73 8 144 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 0 75 0 0 0 225 0 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 0.95 1.00 Frt 0.998 0.996 0.986 0.850 Flt Protected 0.950 0.950 0.957 Satd. Flow (prot) 1770 3532 0 1770 3525 0 1863 0 1758 1504 0 Flt Permitted 0.058 0.152 0.445 Satd. Flow (perm) 108 3532 0 283 3525 0 1863 0 817 1504 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 2 4 14 Link Speed (mph) 45 45 30 30 Link Distance (ft) 7350 850 430 499 Travel Time (s) 111.4 12.9 9.8 11.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 77 1376 16 9 2262 64 0 0 79 9 157 Shared Lane Traffic (%)90% Lane Group Flow (vph) 77 1392 0 9 2326 0 0 0 87 158 0 Enter Blocked Intersection No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Right Left Right Right Median Width(ft) 24 24 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 9 Turn Type Perm NA Perm NA Perm pm+pt Perm Protected Phases 4 8 1 Permitted Phases 4 8 2 6 6 Detector Phase 4 4 8 8 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 74.0 74.0 74.0 74.0 23.5 22.5 46.0 Total Split (%) 61.7% 61.7% 61.7% 61.7% 19.6% 18.8% 38.3% Maximum Green (s) 69.5 69.5 69.5 69.5 19.0 18.0 41.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 AM Build-out Synchro 11 Report KortneyB Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 69.5 69.5 69.5 69.5 19.5 19.5 Actuated g/C Ratio 0.71 0.71 0.71 0.71 0.20 0.20 v/c Ratio 1.01 0.56 0.04 0.93 0.34 0.51 Control Delay 131.3 8.1 5.6 21.3 36.8 38.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 131.3 8.1 5.6 21.3 36.8 38.0 LOS F A A C D D Approach Delay 14.6 21.2 37.6 Approach LOS B C D Queue Length 50th (ft) ~43 189 1 562 46 84 Queue Length 95th (ft) #102 271 7 #934 89 151 Internal Link Dist (ft) 7270 770 350 419 Turn Bay Length (ft) 300 75 225 Base Capacity (vph) 76 2504 200 2500 338 644 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 1.01 0.56 0.04 0.93 0.26 0.25 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 98.1 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.01 Intersection Signal Delay: 19.8 Intersection LOS: B Intersection Capacity Utilization 76.1% ICU Level of Service D Analysis Period (min) 15 ~ 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. Splits and Phases: 7: Prospect Road & Summit View Drive Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 AM Build-out Synchro 11 Report KortneyB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 122 1140 756 580 1331 76 1070 796 562 154 923 178 Future Volume (vph) 122 1140 756 580 1331 76 1070 796 562 154 923 178 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 325 375 475 75 575 175 175 130 Storage Lanes 2 1 2 1 3 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.94 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 3433 5085 1583 3433 5085 1583 4990 3539 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 3433 5085 1583 3433 5085 1583 4990 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 309 136 274 177 Link Speed (mph) 45 45 45 45 Link Distance (ft) 500 7350 500 500 Travel Time (s) 7.6 111.4 7.6 7.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 133 1239 822 630 1447 83 1163 865 611 167 1003 193 Shared Lane Traffic (%) Lane Group Flow (vph) 133 1239 822 630 1447 83 1163 865 611 167 1003 193 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 36 36 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 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) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 11.4 37.0 37.0 22.0 47.6 47.6 26.0 49.4 49.4 11.6 35.0 35.0 Total Split (%) 9.5% 30.8% 30.8% 18.3% 39.7% 39.7% 21.7% 41.2% 41.2% 9.7% 29.2% 29.2% Maximum Green (s) 6.9 32.5 32.5 17.5 43.1 43.1 21.5 44.9 44.9 7.1 30.5 30.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None Max Max None Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 AM Build-out Synchro 11 Report KortneyB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 6.9 32.5 32.5 17.5 43.1 43.1 21.5 44.9 44.9 7.1 30.5 30.5 Actuated g/C Ratio 0.06 0.27 0.27 0.15 0.36 0.36 0.18 0.37 0.37 0.06 0.25 0.25 v/c Ratio 0.68 0.90 1.26 1.26 0.79 0.13 1.30 0.65 0.80 0.82 1.12 0.36 Control Delay 72.8 52.1 152.1 174.5 38.4 1.1 183.4 34.0 27.1 86.1 108.6 8.8 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 72.8 52.1 152.1 174.5 38.4 1.1 183.4 34.0 27.1 86.1 108.6 8.8 LOS E D F F D A F C C F F A Approach Delay 90.9 76.6 98.2 91.7 Approach LOS F E F F Queue Length 50th (ft) 53 339 ~615 ~315 364 0 ~409 288 245 67 ~469 9 Queue Length 95th (ft) #94 #409 #861 #431 425 7 #500 360 414 #127 #601 68 Internal Link Dist (ft) 420 7270 420 420 Turn Bay Length (ft) 325 375 475 75 575 175 175 130 Base Capacity (vph) 197 1377 654 500 1826 655 894 1324 763 203 899 534 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 0.68 0.90 1.26 1.26 0.79 0.13 1.30 0.65 0.80 0.82 1.12 0.36 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.30 Intersection Signal Delay: 89.6 Intersection LOS: F Intersection Capacity Utilization 100.1% ICU Level of Service G Analysis Period (min) 15 ~ 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. Splits and Phases: 9: Timberline Road & Prospect Road HCM Unsignalized Intersection Capacity Analysis 2: SW Frontage Road & Access C 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 AM Build-out Synchro 11 Report KortneyB Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 9 0 0 128 0 498 116 0 473 1 Future Volume (Veh/h) 0 0 9 0 0 128 0 498 116 0 473 1 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 10 0 0 139 0 541 126 0 514 1 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)450 pX, platoon unblocked 0.94 0.94 0.94 0.94 0.94 0.94 vC, conflicting volume 1258 1182 514 1128 1119 604 515 667 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1243 1163 514 1106 1096 551 515 617 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 98 100 100 72 100 100 cM capacity (veh/h) 103 184 560 174 201 504 1051 909 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 10 139 667 515 Volume Left 0 0 0 0 Volume Right 10 139 126 1 cSH 560 504 1700 1700 Volume to Capacity 0.02 0.28 0.39 0.30 Queue Length 95th (ft) 1 28 0 0 Control Delay (s) 11.5 14.8 0.0 0.0 Lane LOS B B Approach Delay (s) 11.5 14.8 0.0 0.0 Approach LOS B B Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 47.9% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 5: Prospect Road & Access A 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 AM Build-out Synchro 11 Report KortneyB Page 2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 17 1323 2057 14 0 90 Future Volume (Veh/h) 17 1323 2057 14 0 90 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 18 1438 2236 15 0 98 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 850 1100 pX, platoon unblocked 0.45 0.55 0.45 vC, conflicting volume 2251 2991 1118 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1317 1326 0 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 92 100 80 cM capacity (veh/h) 232 74 483 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 SB 1 Volume Total 18 719 719 1118 1118 15 98 Volume Left 18 0 0 0 0 0 0 Volume Right 0 0 0 0 0 15 98 cSH 232 1700 1700 1700 1700 1700 483 Volume to Capacity 0.08 0.42 0.42 0.66 0.66 0.01 0.20 Queue Length 95th (ft) 6 0 0 0 0 0 19 Control Delay (s) 21.8 0.0 0.0 0.0 0.0 0.0 14.4 Lane LOS C B Approach Delay (s) 0.3 0.0 14.4 Approach LOS B Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 69.1% ICU Level of Service C Analysis Period (min) 15 HCM 6th Roundabout 14: SW Frontage Road & Access F 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 AM Build-out Synchro 11 Report KortneyB Page 1 Intersection Intersection Delay, s/veh 7.4 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 2 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 275 38 680 168 Demand Flow Rate, veh/h 281 39 694 171 Vehicles Circulating, veh/h 300 619 55 513 Vehicles Exiting, veh/h 384 130 526 145 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.4 5.6 8.1 6.7 Approach LOS A A A A Lane Left Left Right Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.535 2.609 Critical Headway, s 4.976 4.976 4.544 4.976 Entry Flow, veh/h 281 39 694 171 Cap Entry Lane, veh/h 1016 734 1351 818 Entry HV Adj Factor 0.979 0.974 0.980 0.981 Flow Entry, veh/h 275 38 680 168 Cap Entry, veh/h 994 715 1324 802 V/C Ratio 0.277 0.053 0.514 0.209 Control Delay, s/veh 6.4 5.6 8.1 6.7 LOS A A A A 95th %tile Queue, veh 1 0 3 1 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 PM Build-out Synchro 11 Report KortneyB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 230 1816 3 19 1367 458 4 32 7 541 42 322 Future Volume (vph) 230 1816 3 19 1367 458 4 32 7 541 42 322 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 250 0 0 0 0 0 Storage Lanes 1 1 1 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 1.00 1.00 0.97 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 3433 1863 1583 3433 1863 1583 Flt Permitted 0.068 0.074 0.950 0.950 Satd. Flow (perm) 127 3539 1583 138 3539 1583 3433 1863 1583 3433 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 136 370 177 220 Link Speed (mph) 45 45 30 30 Link Distance (ft) 1100 500 500 450 Travel Time (s) 16.7 7.6 11.4 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 250 1974 3 21 1486 498 4 35 8 588 46 350 Shared Lane Traffic (%) Lane Group Flow (vph) 250 1974 3 21 1486 498 4 35 8 588 46 350 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA Perm pm+pt NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 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) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 17.2 64.0 64.0 9.5 56.3 56.3 9.5 23.5 23.5 23.0 37.0 37.0 Total Split (%) 14.3% 53.3% 53.3% 7.9% 46.9% 46.9% 7.9% 19.6% 19.6% 19.2% 30.8% 30.8% Maximum Green (s) 12.7 59.5 59.5 5.0 51.8 51.8 5.0 19.0 19.0 18.5 32.5 32.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None Min Min None Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 1: SW Frontage Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 PM Build-out Synchro 11 Report KortneyB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 68.7 65.0 65.0 56.5 51.5 51.5 5.0 8.3 8.3 18.5 29.6 29.6 Actuated g/C Ratio 0.63 0.60 0.60 0.52 0.47 0.47 0.05 0.08 0.08 0.17 0.27 0.27 v/c Ratio 0.92 0.94 0.00 0.14 0.89 0.53 0.03 0.25 0.03 1.01 0.09 0.59 Control Delay 67.7 31.4 0.0 11.4 34.7 7.4 52.0 51.3 0.1 85.6 31.7 17.6 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 67.7 31.4 0.0 11.4 34.7 7.4 52.0 51.3 0.1 85.6 31.7 17.6 LOS E C A B C A D D A F C B Approach Delay 35.4 27.7 42.6 58.9 Approach LOS D C D E Queue Length 50th (ft) 124 545 0 5 473 49 1 24 0 ~213 24 72 Queue Length 95th (ft) #305 #1002 0 16 #701 150 7 55 0 #362 58 188 Internal Link Dist (ft) 1020 420 420 370 Turn Bay Length (ft) 75 250 Base Capacity (vph) 271 2109 998 146 1682 946 157 324 422 582 555 626 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 0.92 0.94 0.00 0.14 0.88 0.53 0.03 0.11 0.02 1.01 0.08 0.56 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 109.1 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.01 Intersection Signal Delay: 36.9 Intersection LOS: D Intersection Capacity Utilization 87.7% ICU Level of Service E Analysis Period (min) 15 ~ 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. Splits and Phases: 1: SW Frontage Road & Prospect Road Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 PM Build-out Synchro 11 Report KortneyB Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Lane Configurations Traffic Volume (vph) 116 2069 14 3 1592 110 0 0 55 0 105 Future Volume (vph) 116 2069 14 3 1592 110 0 0 55 0 105 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 0 75 0 0 0 225 0 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 0.95 1.00 Frt 0.999 0.990 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1770 3536 0 1770 3504 0 1863 0 1770 1504 0 Flt Permitted 0.074 0.057 0.416 Satd. Flow (perm) 138 3536 0 106 3504 0 1863 0 775 1504 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 10 20 Link Speed (mph) 45 45 30 30 Link Distance (ft) 7350 850 430 499 Travel Time (s) 111.4 12.9 9.8 11.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 126 2249 15 3 1730 120 0 0 60 0 114 Shared Lane Traffic (%)0% Lane Group Flow (vph) 126 2264 0 3 1850 0 0 0 60 114 0 Enter Blocked Intersection No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Right Left Right Right Median Width(ft) 24 24 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 9 Turn Type Perm NA Perm NA Perm pm+pt Perm Protected Phases 4 8 1 Permitted Phases 4 8 2 6 6 Detector Phase 4 4 8 8 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 75.0 75.0 75.0 75.0 22.5 22.5 45.0 Total Split (%) 62.5% 62.5% 62.5% 62.5% 18.8% 18.8% 37.5% Maximum Green (s) 70.5 70.5 70.5 70.5 18.0 18.0 40.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 7: Prospect Road & Summit View Drive 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 PM Build-out Synchro 11 Report KortneyB Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SEL SER SER2 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 70.6 70.6 70.6 70.6 18.2 18.2 Actuated g/C Ratio 0.72 0.72 0.72 0.72 0.19 0.19 v/c Ratio 1.27 0.89 0.04 0.73 0.26 0.39 Control Delay 202.5 16.7 5.7 10.4 36.4 32.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 202.5 16.7 5.7 10.4 36.4 32.6 LOS F B A B D C Approach Delay 26.5 10.4 33.9 Approach LOS C B C Queue Length 50th (ft) ~99 487 1 301 32 53 Queue Length 95th (ft) #160 706 4 428 67 108 Internal Link Dist (ft) 7270 770 350 419 Turn Bay Length (ft) 300 75 225 Base Capacity (vph) 99 2551 76 2530 332 635 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 1.27 0.89 0.04 0.73 0.18 0.18 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 97.8 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.27 Intersection Signal Delay: 20.1 Intersection LOS: C Intersection Capacity Utilization 79.6% ICU Level of Service D Analysis Period (min) 15 ~ 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. Splits and Phases: 7: Prospect Road & Summit View Drive Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 PM Build-out Synchro 11 Report KortneyB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 201 1268 1214 755 1413 108 889 1176 556 86 681 173 Future Volume (vph) 201 1268 1214 755 1413 108 889 1176 556 86 681 173 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 325 375 475 75 575 175 175 75 Storage Lanes 2 1 2 1 3 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.94 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 3433 5085 1583 3433 5085 1583 4990 3539 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 3433 5085 1583 3433 5085 1583 4990 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 219 136 225 136 Link Speed (mph) 45 45 45 45 Link Distance (ft) 500 7350 500 500 Travel Time (s) 7.6 111.4 7.6 7.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 218 1378 1320 821 1536 117 966 1278 604 93 740 188 Shared Lane Traffic (%) Lane Group Flow (vph) 218 1378 1320 821 1536 117 966 1278 604 93 740 188 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 36 36 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 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) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 17.5 53.0 53.0 21.0 56.5 56.5 18.0 36.5 36.5 9.5 28.0 28.0 Total Split (%) 14.6% 44.2% 44.2% 17.5% 47.1% 47.1% 15.0% 30.4% 30.4% 7.9% 23.3% 23.3% Maximum Green (s) 13.0 48.5 48.5 16.5 52.0 52.0 13.5 32.0 32.0 5.0 23.5 23.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None Max Max None Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lanes, Volumes, Timings 9: Timberline Road & Prospect Road 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 PM Build-out Synchro 11 Report KortneyB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 11.9 48.5 48.5 16.5 53.1 53.1 13.5 32.0 32.0 5.0 23.5 23.5 Actuated g/C Ratio 0.10 0.40 0.40 0.14 0.44 0.44 0.11 0.27 0.27 0.04 0.20 0.20 v/c Ratio 0.64 0.67 1.71 1.74 0.68 0.15 1.72 1.36 1.03 0.65 1.07 0.45 Control Delay 60.8 31.2 350.2 373.2 28.9 2.8 364.9 202.4 72.5 77.7 99.7 17.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.8 31.2 350.2 373.2 28.9 2.8 364.9 202.4 72.5 77.7 99.7 17.0 LOS E C F F C A F F E E F B Approach Delay 177.8 141.9 230.0 82.5 Approach LOS F F F F Queue Length 50th (ft) 84 315 ~1413 ~486 346 0 ~391 ~683 ~363 37 ~333 34 Queue Length 95th (ft) 125 368 #1679 #610 402 26 #480 #821 #591 #75 #458 104 Internal Link Dist (ft) 420 7270 420 420 Turn Bay Length (ft) 325 375 475 75 575 175 175 75 Base Capacity (vph) 371 2055 770 472 2248 776 561 943 587 143 693 419 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 0.59 0.67 1.71 1.74 0.68 0.15 1.72 1.36 1.03 0.65 1.07 0.45 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 140 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.74 Intersection Signal Delay: 173.8 Intersection LOS: F Intersection Capacity Utilization 126.8% ICU Level of Service H Analysis Period (min) 15 ~ 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. Splits and Phases: 9: Timberline Road & Prospect Road HCM Unsignalized Intersection Capacity Analysis 2: SW Frontage Road & Access C 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 PM Build-out Synchro 11 Report KortneyB Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 41 0 0 148 0 588 132 0 863 4 Future Volume (Veh/h) 0 0 41 0 0 148 0 588 132 0 863 4 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 45 0 0 161 0 639 143 0 938 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)450 pX, platoon unblocked 0.94 0.94 0.94 0.94 0.94 0.94 vC, conflicting volume 1812 1722 940 1696 1652 710 942 782 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1833 1737 940 1709 1663 656 942 732 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 86 100 100 63 100 100 cM capacity (veh/h) 35 82 320 58 91 435 728 816 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 45 161 782 942 Volume Left 0 0 0 0 Volume Right 45 161 143 4 cSH 320 435 1700 1700 Volume to Capacity 0.14 0.37 0.46 0.55 Queue Length 95th (ft) 12 42 0 0 Control Delay (s) 18.1 18.0 0.0 0.0 Lane LOS C C Approach Delay (s) 18.1 18.0 0.0 0.0 Approach LOS C C Intersection Summary Average Delay 1.9 Intersection Capacity Utilization 55.7% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 5: Prospect Road & Access A 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 PM Build-out Synchro 11 Report KortneyB Page 2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 66 2058 1654 66 0 51 Future Volume (Veh/h) 66 2058 1654 66 0 51 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 72 2237 1798 72 0 55 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 850 1100 pX, platoon unblocked 0.60 0.51 0.60 vC, conflicting volume 1870 3060 899 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1121 0 0 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 81 100 92 cM capacity (veh/h) 372 420 652 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 SB 1 Volume Total 72 1118 1118 899 899 72 55 Volume Left 72 0 0 0 0 0 0 Volume Right 0 0 0 0 0 72 55 cSH 372 1700 1700 1700 1700 1700 652 Volume to Capacity 0.19 0.66 0.66 0.53 0.53 0.04 0.08 Queue Length 95th (ft) 18 0 0 0 0 0 7 Control Delay (s) 17.0 0.0 0.0 0.0 0.0 0.0 11.0 Lane LOS C B Approach Delay (s) 0.5 0.0 11.0 Approach LOS B Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 60.2% ICU Level of Service B Analysis Period (min) 15 HCM 6th Roundabout 14: SW Frontage Road & Access F 05/21/2023 QuikTrip - Prospect Road 8:44 am 04/18/2023 2045 PM Build-out Synchro 11 Report KortneyB Page 1 Intersection Intersection Delay, s/veh 11.1 Intersection LOS B Approach EB WB NB SB Entry Lanes 1 1 2 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 399 153 799 359 Demand Flow Rate, veh/h 407 156 815 366 Vehicles Circulating, veh/h 624 586 70 605 Vehicles Exiting, veh/h 347 299 961 137 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 14.0 7.1 10.0 12.1 Approach LOS B A B B Lane Left Left Right Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.535 2.609 Critical Headway, s 4.976 4.976 4.544 4.976 Entry Flow, veh/h 407 156 815 366 Cap Entry Lane, veh/h 730 759 1332 744 Entry HV Adj Factor 0.980 0.981 0.981 0.981 Flow Entry, veh/h 399 153 800 359 Cap Entry, veh/h 716 744 1307 730 V/C Ratio 0.557 0.206 0.612 0.492 Control Delay, s/veh 14.0 7.1 10.0 12.1 LOS B A B B 95th %tile Queue, veh 3 1 4 3