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Home My WebLink About20252325.tiffPELICAN LAKE RANCH, FILING 2 TRANSPORTATION IMPACT STUDY WELD COUNTY, COLORADO SEPTEMBER 2024 Prepared for: Beebe Draw Farms Authority P.O. Box 156 Red Feather Lakes, CO 80545 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #2258 TABLE OF CONTENTS I. INTRODUCTION 1 II. EXISTING CONDITIONS 2 Land Use 2 Roads 2 Existing Traffic 5 Existing Operation 8 III. PROPOSED DEVELOPMENT 10 Trip Generation 10 Trip Distribution 10 Background Traffic Projections 14 Trip Assignment/Total Traffic 14 Signal Warrants 14 Geometry 31 Operation Analysis 36 Daily Volumes 42 IV. CONCLUSIONS/RECOMMENDATIONS 46 LIST OF TABLES 1. Current Peak Hour Operation 9 2. Trip Generation 12 3. Short Range (2027) Background Peak Hour Operation 37 4. Mid Range (2032) Background Peak Hour Operation 38 5. Full Development (2035) Background Peak Hour Operation 39 6. Long Range (2045) Background Peak Hour Operation 40 7. Short Range (2027) Total Peak Hour Operation 41 8. Mid Range (2032) Total Peak Hour Operation 43 9. Full Development (2035) Total Peak Hour Operation 44 10. Long Range (2045) Total Peak Hour Operation 45 I—DELICH g —ASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 LIST OF FIGURES 1. Site Location 3 2. Existing Intersection Geometry 4 3. Recent Peak Hour Traffic 6 4. Recent Average Daily Traffic 7 5. Site Plan 11 6. Trip Distribution 13 7. Short Range (2027) Background Peak Hour Traffic 15 8. Mid Range (2032) Background Peak Hour Traffic 16 9. Full Development (2035) Background Peak Hour Traffic 17 10. Long Range (2045) Background Peak Hour Traffic 18 11. Full Development (2035) Background Daily Traffic 19 12. Long Range (2045) Background Daily Traffic 20 13. Short Range (2027) Site Generated Peak Hour Traffic 21 14. Mid Range (2032) Site Generated Peak Hour Traffic 22 15. Full Development Site Generated Peak Hour Traffic 23 16. Short Range (2027) Total Peak Hour Traffic 24 17. Mid Range (2032) Total Peak Hour Traffic 25 18. Full Development (2035) Total Peak Hour Traffic 26 19. Long Range (2045) Total Peak Hour Traffic 27 20. Full Development Site Generated Daily Traffic 28 21. Full Development (2035) Total Daily Traffic 29 22. Long Range (2045) Total Daily Traffic 30 23. Short Range (2027) Geometry 32 24. Mid Range (2032) Geometry 33 25. Full Development (2035) Geometry 34 26. Long Range (2045) Geometry 35 APPENDICES A. Recent Peak Hour Traffic B. Current Peak Hour Operation/Level of Service Descriptions C. Peak Hour Signal Warrant D. Short Range (2027) Background Peak Hour Operation E. Mid Range (2032) Background Peak Hour Operation F. Full Development (2035) Background Peak Hour Operation G. Long Range (2045) Background Peak Hour Operation H. Short Range (2027) Total Peak Hour Operation I. Mid Range (2032) Total Peak Hour Operation J. Full Development (2035) Total Peak Hour Operation K. Long Range (2045) Total Peak Hour Operation I —D E L I C H Pelican Lake Ranch, Filing 2 TIS, September 2024 ASSOCIATES I. INTRODUCTION This Transportation Impact Study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Pelican Lake Ranch, Filing 2 development. Pelican Lake Ranch, Filing 2 site is located in the northeast quadrant of the Weld County Road 39 (WCR39)/Weld County Road 32 (WCR32) intersection in Weld County, Colorado. During the course of the analysis, numerous contacts were made with the project planner (Planscapes), the project engineer (Wernsman Engineering, inc.), and Weld County staff. This study generally conforms to the format set forth in the Weld County traffic impact study requirements contained in the "Weld County Engineering and Construction Criteria" January 2021. The study involved the following steps: • Collect physical, traffic, and development data; • Perform trip generation, trip distribution, and trip assignment; • Determine morning and afternoon peak hour traffic volumes; • Conduct capacity and operational level of service analyses on key intersections; • Analyze signal warrants; • Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation. This TIS is a revision of the Pelican Lake Ranch, Filing 2. "Beebe Draw Master Transportation Impact Study," was prepared in July 2021, "Pelican Lake Ranch Filing 2 Transportation Impact Study," was prepared in February 2022, and "Pelican Lake Ranch, Filing 2 Transportation Impact Study," was prepared in November 2023 for a portion of the Pelican Lake Ranch. This TIS includes a revision of the site plan, site access along WCR32, additional site access along WCR39, and peak hour and daily traffic counts at a number of external intersections/road segments that were not requested in the previous transportation impact studies. _;, laD E L I C H Pelican Lake Ranch, Filing 2 TIS, September 2024 ASSOCIATES Page 1 II. EXISTING CONDITIONS The location of the Pelican Lake Ranch, Filing 2 site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily residential (existing Pelican Lake Ranch), agricultural and oil/gas uses. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. Roads The primary roads, requested by Weld County, related to the Pelican Lake Ranch, Filing 2 site, are US85, Vasquez Boulevard, WCR32, WCR39, Beebe Draw Farms Parkway, WCR35, WCR38, and WCR44. Figure 2 shows the current geometry at the US85/WCR32-Vasquez, WCR32/WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections. United State 85 (US85) is west of the proposed Pelican Lake Ranch, Filing 2 site. United State 85 (US85) is classified as an Expressway (E -X) based on CDOT and an arterial road on the Weld County Functional Classification Map. Currently, US85 has a four -lane cross section and a posted speed of 50 mph. At the US85/WCR32-Vasquez intersection, US85 has a northbound and southbound left -turn lane, two through lanes in each direction, a northbound and southbound right -turn lane, and a northbound and southbound right -turn acceleration lane. The US85/WCR32-Vasquez intersection has signal control. Vasquez Boulevard is west of the proposed Pelican Lake Ranch, Filing 2 site. It is not classified on the Weld County Functional Classification Map. It is the west frontage road of US85. Currently, Vasquez Boulevard has a two-lane cross section and no posted speed limit. At the US85/WCR32-Vasquez intersection, Vasquez Boulevard has northbound and southbound movements combined into single lanes. Weld County Road 32 (WCR32) is south of the proposed Pelican Lake Ranch, Filing 2 site. Weld County Road 32 (WCR32) is classified as a collector road on the Weld County Functional Classification Map. Currently, WCR32 has a rural two-lane cross section and a posted speed of 30 mph near the US85/WCR32 intersection and a posted speed of 55 mph near the WCR32/WCR35 and WCR39/WCR32 intersections. At the US85/WCR32-Vasquez intersection, WCR32 has all movements combined into single lanes. At the WCR32/WCR35 intersection, WCR32 has all movements combined into single lanes. At the WCR39/WCR32 intersection, WCR32 has all movements combined into single lanes. The WCR32/WCR35 intersection has stop sign control on WCR35. The WCR39/WCR32 intersection has all -way stop sign control. laD E L I C H Pelican Lake Ranch, Filing 2 TIS, September 2024 ASSOCIATES Page 2 SCALE: 1 "=5000' SITE LOCATION Figure 1 -.11f 1-DELICH s w rif in -ASSOCIATES Pelican Lake Ranch, Filiing 2 TIS, September 2024 Page 3 p 72 Ct 0 0 N 0 CT co (13 AS - Denotes Lane WCR44 EXISTING INTERSECTION GEOMETRY Beebe Draw Farms Parkway Figure 2 -,49-DELICH vr ASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 4 WC R32 Weld County Road 35 (WCR35) is west of the proposed Pelican Lake Ranch, Filing 2 site. Weld County Road 35 (WCR35) is classified as a collector road on the Weld County Functional Classification Map. Currently, WCR32 has a gravel two-lane cross section and no posted speed. At the WCR32/WCR35 intersection, WCR35 has all movements combined into single lanes. Weld County Road 39 (WCR39) is west of the proposed Pelican Lake Ranch, Filing 2 site. Weld County Road 39 (WCR39) is classified as a collector road, north of WCR32, on the Weld County Functional Classification Map. Currently, WCR39 has a rural two-lane cross section and a posted speed of 55 mph. At the WCR39/WCR32 intersection, WCR39 has all movements combined into single lanes. At the WCR39/Beebe Draw Farms intersection, WCR39 has a southbound left -turn lane, through lane in each direction, and a northbound right -turn lane. At the WCR39/WCR38 intersection, WCR39 has all movements combined into single lanes. At the WCR39/WCR44 intersection, WCR39 has all movements combined into single lanes. The WCR39/ Beebe Draw Farms and WCR39/WCR38 intersections have stop sign control on Beebe Draw Farms Parkway and WCR38, respectively. The WCR39/WCR44 intersection has all -way stop sign control. Beebe Draw Farms Parkway is not classified on the Weld County Functional Classification Map. Currently, Beebe Draw Farms Parkway has a rural two-lane cross and a posted speed of 35 mph. There is only an east leg at the WCR39/Beebe Draw Farms intersection. At the WCR39/Beebe Draw Farms intersection, Beebe Draw Farms Parkway is not striped but operates has separate westbound left -turn and right -turn lanes. Weld County Road 38 (WCR38) is north of the proposed Pelican Lake Ranch, Filing 2 site. Weld County Road 32 (WCR32) is not classified on the Weld County Functional Classification Map. Currently, WCR32 has a gravel two-lane cross section and there is no posted speed. At the WCR39/WCR38 intersection, WCR38 has all movements combined into single lanes. Weld County Road 44 (WCR44) is north of the proposed Pelican Lake Ranch, Filing 2 site. Weld County Road 44 (WCR44) is classified as an arterial road on the Weld County Functional Classification Map. Currently, WCR44 has a rural two-lane cross section and a posted speed of 55 mph. At the WCR39/WCR44 intersection, WCR32 has all movements combined into single lanes. Existing Traffic Recent peak hour traffic volumes at the US85/WCR32-Vasquez, WCR32/ WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, and WCR39/ WCR44 intersections are shown in Figure 3. Daily traffic volumes along US85, WCR32, WCR35, WCR 39, Beebe Draw Farms Parkway, WCR38, and WCR44 are shown in I —D E L I C H Pelican Lake Ranch, Filing 2 TIS, September 2024 ASSOCIATES Page 5 0/0 181/210 0/1 m AS N -ono— AM/PM p C6 a) m N Cr co (13 \— 0/0 --71:0e) 104/114 Cr' 0/0 ['118/165 34/26 r r r 45/40 N N- CO coo D 0 co 20/38 41/39 82/64 r N C0 O co L1/4 6/10 —/ 95/84 7/2 RECENT PEAK HOUR TRAFFIC WCR44 CD LO CO 310 35/19 —Dm- 6/5 N r r WCR38 co Ln Li 3/5 4/0 13/2 m C9 CO N '7t N CO N LC, r N Li 24/28 30/27 19/18 m LU cc) La 8/13 32/39 30/30 (0 2/3 -go0/0 8/4 M - 0 CO CO 27/12 37/19 Beebe Draw Farms Parkway 3/22 co44/37 1/1 r 00 LU LU N 0 Figure 3 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 6 WCR32 WCR44 Daily RECENT AVERAGE DAILY TRAFFIC Beebe Draw Farms Parkway Figure 4 —,49—DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 7 WC R32 Figure 4. Peak hour traffic data for the key intersections were obtained in August 2023. Daily traffic data for the key intersections were obtained in October 2023. Raw count data is provided in Appendix A. Existing Operation The US85/WC R32 -Vasquez, WC R32/WC R35, WC R39/WC R32, WC R39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual, 6th Edition. Using the morning and afternoon peak hour traffic shown in Figure 3, the peak hour operation is shown in Table 1. Calculations forms are provided in Appendix B. A description of level of service for signalized and unsignalized intersections from the 2016 Highway Capacity Manual is also provided in Appendix B. Acceptable overall operation at intersections during the peak hours is defined as level of service C or better. The key intersections currently meet the operational criteria with existing control and geometry in the morning and afternoon peak hours. The volume criteria for auxiliary lanes at intersections applies to the through traffic (not stopped) at intersections. It is not applicable to the leg with stop sign control. Based on the existing traffic volumes and the Weld County Engineering & Construction Criteria, an eastbound left -turn lane is required at the WCR32/WCR35 intersection and at the WCR39/WCR38 intersection, a southbound left -turn lane is required based on existing traffic volumes. 4-04 laD E L I C H Pelican Lake Ranch, Filing 2 TIS, September 2024 ASSOCIATES Page 8 Current TABLE Peak Hour 1 Operation Intersection Movement Level of Service AM PM US85/WCR32-Vasquez (signal) (FR) EB LT/T/RT C D WB LT/T/RT C C NB LT B B NBT C D NB RT B B B C NB APPROACH SB LT B B SB T C C SB RT B B SB APPROACH C C NB LT/T/RT (FR) C C SB LT/T/RT (FR) C C C C OVERALL WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR32 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/Beebe (stop sign) Draw Farms WB LT A A WB RT A A WB APPROACH A A SB LT A A A A OVERALL WCR39/WCR38 (stop sign) EB LT/T/RT A A WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A �-' 1-DELICH c -ASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 9 III. PROPOSED DEVELOPMENT Pelican Lake Ranch, Filing 2 development is a 284 single-family dwelling unit development. Figure 5 shows the site plan of Pelican Lake Ranch, Filing 2 site. The short range (2027) future includes development of Phase 1 and 2 of the Pelican Lake Ranch, Filing 2 and an appropriate increase in background traffic, due to normal growth in the area. The mid range (2032) future includes development of Phase 1, 2, 3, and 4 of the Pelican Lake Ranch, Filing 2 and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. The full development (2035), and long range (2045) futures include full development of the Pelican Lake Ranch, Filing 2 and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. The site plan shows that the Pelican Lake Ranch, Filing 2 will have access to/from WCR39 via Beebe Draw Farms Parkway with Phase 1 and 2. Additional access to/from WCR39, between WCR32 and Beebe Draw Farms Parkway and access to/from WCR32, east of WCR39, will be built with Phase 3 of the development. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed road system. Trip generation information contain in Trip Generation, 11th Edition, ITE was used to estimate trips that would be generated by a proposed/expected uses at the Pelican Lake Ranch, Filing 2. Land use code 210 — Single -Family Detached Housing was used. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation on a daily and peak hour basis. In the short range (2027) future, the Pelican Lake Ranch, Filing 2 (Phases 1 and 2) development will generate approximately 688 daily trip ends, 50 morning peak hour trip ends, and 265 afternoon peak hour trip ends. In the mid range (2035) future, the Pelican Lake Ranch, Filing 2 (Phases 1, 2, 3, and 4) development will generate approximately 1,876 daily trip ends, 137 morning peak hour trip ends, and 188 afternoon peak hour trip ends. At full development, the Pelican Lake Ranch, Filing 2 development will generate approximately 2,636 daily trip ends, 193 morning peak hour trip ends, and 265 afternoon peak hour trip ends. Trip Distribution Trip distribution for Pelican Lake Ranch, Filing 2 was based on existing/future travel patterns, land uses in the area, consideration of trip attractions/productions in the area, and engineering judgment. Figure 6 shows the trip distribution for the Pelican Lake Ranch, Filing 2 Development. I —D E L I C H Pelican Lake Ranch, Filing 2 TIS, September 2024 ASSOCIATES Page 10 PELICAN LAKE RANCH - FILING 2 - CONCEPT EXHIBIT Phase 2 43 D.U. Phase 3 77 D.U. V 1 1 , I t I *13 • -71./r Ytl f /rS. 1.16 r r •-z sJ f -" \ .• r r I I .18 1 J S.•a. t;\, I/�I•'- I I / !f SITE PLAN Phase 6 % i � 32 D.U. %\i‘ J .rte ,` i ` /./ 17 { 1 Si '4 4 \. , I eC-r. `•ea r'J�/a i M '• • 4 1, r i+ • w. r • fc • /P.N.S. ran it sik..„...--i x . i I I : NC% : • I I r w Car 71..E ,+� aJP' , I » !..ti+_;18x::n It% II;' I. iif ir )K,;0i7 ••� ' rya f` .-�-. // a I nit I/DetAw / FARMS P 1h 1`� ,''.,. It-- — __Au X� „L_ • • ____,F.:. -- ---.....,z..., ^ sAN_ :• i -- a I•Ill r....--1./se /fit •/�/} {y JJJ lir .\ \ \ La..e ./ NSS -.. Phase 1 31 D.U. fri /: aamiddtas thVANN#111 intalreassei if x0)0.4111 4oe4i: Cefe pa - Flan alts as --4 -N1/4 . \ _ 11/2\11 I JL. f !A �yMfie lance —ace. Phase 4 51 D.U. mo It. is • OMNI AMENITY AREA WINDMILL WALKING/HORSE RIDING TRAILS BIKE/WALK PATH PROPOSED OIL SERVICE ROADS 25' SETBACK PLUGGED ! and ABANDONED and STOCK WATER WELLS • OIL TRANSFER LINES I Phase 5 50 D.U. OPEN SPACE Land Us* ritany Fro a LAAC Mg Nb a+ b feast LAP A/as iltab Alen, I 9 0 aenwe 1842 Ye Am* 2 0.10 s akes $5 201 kin SO* awes 1 Milan Tat Las 284 50 Arcs 074 BS Mae talk JROI (1V AtIyn. Vyf•' vpcs_ ' ffi®AaOw y 20% .ii TANI SW &II VS I , M Figure 5 I-DELICH .4-71 CASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 11 2 TABLE Generation Trip Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 210 Single Detached -Family (Phase 1) 31 D.U. Eq. 288 Eq. 5 Eq. 16 Eq. 18 Eq. 11 210 Single Detached -Family (Phase 2) 43 D.U. Eq. 400 Eq. 7 Eq. 22 Eq. 25 Eq. 15 Short (Phases Range Total 1 & 2) 688 12 38 43 26 210 Single Detached -Family (Phase 3) 77 D.U. Eq. 714 Eq. 13 Eq. 39 Eq. 45 Eq. 26 210 Single Detached -Family (Phase 4) 51 D.U. Eq. 474 Eq. 9 Eq. 26 Eq. 30 Eq. 18 (Phases Mid Range 1, 2, Total 3, & 4) 1876 34 103 118 70 210 Single Detached -Family (Phase 5) 50 D.U. Eq. 464 Eq. 9 Eq. 26 Eq. 30 Eq. 17 210 Single Detached -Family (Phase 6) 32 D.U. Eq. 296 Eq. 5 Eq. 16 Eq. 19 Eq. 11 Total 284 D.U. 2636 48 145 167 98 I-DELICH c -ASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 12 SCALE: 1 "=8000' TRIP DISTRIBUTION Figure 6 -.11f 1-DELICH s w rif in -ASSOCIATES Pelican Lake Ranch, Filiing 2 TIS, September 2024 Page 13 Background Traffic Projections Background traffic projections for the short range (2027), mid range (2032), full development (2035), and long range (2045) future horizon were obtained by factoring the recent traffic volumes at a rate of two percent per year plus other developments in the area. In the long range (2045) future, the remaining Pelican Lake Ranch site was included. Figures 7, 8, 9, and 10 show the respective short range (2027), mid range (2032), full development (2035), and long range (2045) background peak hour traffic at the key intersections. Figures 11 and 12 show the respective full development (2035) and long range (2045) background daily traffic. Following recommendations in the US85 Planning and Environmental Linkage Study, after the year 2035 the north and south legs of Vasquez Boulevard will be closed at WCR32 (Grand Avenue in Platteville). Trip Assignment/Total Traffic Trip assignment is how the generated and distributed trips are expected to be loaded on the road system. The assigned trips are the resultant of the trip distribution process. Figure 13 shows the short range (2027) site generated peak hour traffic assignment (Phase 1 and 2). Figure 14 shows the mid range (2032) site generated peak hour traffic assignment (Phase 1, 2, 3, and 4). Figure 15 shows the full development site generated peak hour traffic assignment. Figure 16 shows the short range (2027) total (site plus background) peak hour traffic assignment. Figure 17 shows the mid range (2032) total (site plus background) peak hour traffic assignment. Figure 18 shows the full development (2035) total (site plus background) peak hour traffic assignment. Figure 19 shows the long range (2045) total (site plus background) peak hour traffic assignment. Figure 20 shows the full development (2035) site generated daily traffic. Figures 21 and 22 show the respective full development (2035) and long range (2045) total daily traffic. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices (MUTCD). For the roads in the vicinity of the Pelican Lake Ranch, Filing 2 development, four hour and/or eight hour signal warrants are applicable. These warrants require much data and are applied when the traffic is actually on the area street system. It is acknowledged that peak hour signal warrants should not be applied, but since the peak hour forecasts are readily available in a traffic impact study, it is reasonable to use them to get an idea whether other signal warrants may be met. If peak hour signal warrants will not be met at a given intersection, it is reasonable to conclude that it is not likely that other signal warrants would be met. If peak hour signal warrants are met, it merely indicates that further evaluation should occur in the future as the development occurs. However, a judgment can be made that some intersections will likely meet other signal warrants. The US85/WCR32-Vasquez intersection is signalized. I --D E L I C H Pelican Lake Ranch, Filing 2 TIS, September 2024 ASSOCIATES Page 14 N AS -ace— AM/PM p c6 a) m N Cr co (13 010 N C0 112/123 CO 0/0 da) 0/0 ‘‘*1 T (127/178 196/226 - 0/1 r r CO 37/28 49/43 coo D 22/41 � 44/42 89/69 N- Co CO o3 co N- or) LU 0 00 O co L1/4 Lf) N CO N LU WCR44 � 1 WCR38 1/1 � 97/87 3/0 NPI N SHORT RANGE (2027) BACKGROUND PEAK HOUR TRAFFIC N LU 40 3/5 4/0 14/2 m CO LU CO -t N CD CO CO r CO Li 26/30 32/29 21/19 m U) CO La 9/14 co35/42 32/32 N CM 00 r r N M 0 r r CO h 2/3 -go0/0 9/4 Co c, o r Co \- 29/13 40/21 Aft 00 CO CO N Beebe Draw Farms Parkway 3/24 co48/40 1/1 Cr) LU N 0 Figure 7 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 15 WCR32 N O O O p 72 a) O N Cr co (13 0/0 Site Access O 125/137 0/0 da) 0/0 ['142/198 218/252 7 41/31 0/1 m r r LC) C:) 54/48 LU c0 D 24/46 49/47 98/77 AS N --No- AM/PM O Asj O WCR321 7/12 114/101 10/2 m 0 L1/4 co CO N WCR44 � 1 WCR38 1/1 ■ 108/97 4/0 NPNI MID RANGE (2032) BACKGROUND PEAK HOUR TRAFFIC ref r 4/0 42/23 —sow- 7/6 CO N- L411446. r -- CO CO 4/6 5/0 16/2 m O L411/4. 0) N O LU M N t CS) N- 29/34 36/32 23/22 m rn M 0 10/16 co38/47 36/36 co It r O C r N N N CO a 4/26 T 53/44 1/1 a) r CN CO CO CO Figure 8 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 16 32/14 44/23 N- N Beebe Draw Farms Parkway N S'te Access v U Q 0 LU N -did- 1336/998 1 50/210 43/33 57/51 cc L'1/44, Cfl co WCR44 4/0 44/24 —pm— 8/6 M co WCR38 c0 D 25/48 Ns52/50 104/81 M r N O CO CO CO CO C) N- N AM/PM 0 CD WCR32 8/13 0 121/107 9/2 —\ 0 lf? L1/4 FULL DEVELOPMENT (2035) BACKGROUND PEAK HOUR TRAFFIC CO O 4/6 5/0 17/3 m N N Li1/44, O CO LO L41446. K-44 0 CO N a? CflO Co CO 30/36 38/34 24/23 m 10/17 41/50 38/38 t O M In co 7r M CO LU CO CO CO CO CO 4/28 -co- 56/47 1/1 O N CN O N- CO 0 Figure 9 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 17 34/15 47/24 0) C--7) Beebe Draw Farms Parkway U) S'te Access v U Q ) O in r O 17 180/255 55/45 70/60 O to L41/44, 00 D 35/65 Ns70/65 135/110 LC) LU LC) LU r CO D °a LU a) AS N 0— AM/PM Rounded to Nearest 5 Vehicles LU Li WCR32 10/15 155/155 10/5 —\ LU L1/4 O WCR44 WCR38 5/5 ow165/145 5/5 NPNI ln Ln In LONG RANGE (2045) BACKGROUND PEAK HOUR TRAFFIC LI) CO 1! 5/5 55/30 —pm- 15/15 LO LU LU o N r 5/10 5/5 20/5 m O Li1/44, Ln o ti 't r O ;Tr', co r 45/70 50/45 30/30 m 15/20 50/60 45/45 'itr1 Ln LO N r � N Lf? CO 5/5 -go5/5 15/5 140/185 O a) r 0O a 5/35 T 70/60 5/5 N O CO O O CO LC) LC) Figure 10 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 18 80/35 105/55 Beebe Draw Farms Parkway U) S'te Access v U Q 0 WCR44 Daily FULL DEVELOPMENT (2035) BACKGROUND DAILY TRAFFIC Beebe Draw Farms Parkway Site Access U U N Figure 11 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 19 WC R32 0 0 N Co D Daily 1 0 LU 0 4550 2800 0 LU LONG RANGE (2045) BACKGROUND DAILY TRAFFIC 0 0 N WCR44 1500 WCR38 450 0 LU CO N a LU r 0 LU N CO O) M 0 2800 750 1450 Beebe Draw Farms Parkway Site Access 1600 Figure 12 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 20 cn U) a) U a) WC R32 ti r AS N -ace— AM/PM p c6 0 0 N Cr co (13 -cm— 4/3 1/47 1/4 —an- coo D 2/1 go4/3 5/4 N- N 4/13 WCR44 WCR38 11/8 SHORT RANGE (2027) SITE GENERATED PEAK HOUR TRAFFIC 0/2 C) U) co o r r ,) 4/13 N N - r r r r N 7 N r N- r 17/12 21/14 rof Beebe Draw Farms Parkway Figure 13 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 21 WC R32 4/12 LU co D p 72 a) O N Cr co (13 -we— 11/7 N -ono— AM/PM 1) U U C Q N E 0 O co ZAyi L,441/4 \DC- U) Nominal 11/38 -' 4/12 5/3 11/7 16/10 11/36 WCR44 WCR38 -cm- 32/20 WCR32 MID RANGE (2032) SITE GENERATED PEAK HOUR TRAFFIC 2/6 6/21 5/15 co LU LU N- co r d- N :Tr N co 15/10 r 2/2 t Beebe Draw Farms Parkway N N N � M a N S'te Access v U Q 9/6 0 -co- 14/8 12/7 f` N r C LO CO Figure 14 -,49-DELICH ASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 22 5/17 N damAM/PM 0 U N co E O O z Ayi L441/4 \DC— Nominal 17/57 � A c0 D LO N co 16/51 WCR44 WCR38 45/28 WCR32 FULL DEVELOPMENT (2035) SITE GENERATED PEAK HOUR TRAFFIC 2/8 CD CC) C5) r K-44 CO Li) N rLC) 9/29 7/22 �n o co LU f LU Le) \- 23/15 11/8 Beebe Draw Farms Parkway O co MI U) S'te Access v U Q 0 14/10 -co- 19/12 16/10 CO N_ to LU Figure 15 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 23 0/0 197/230 0/1 m AS N -ace— AM/PM p c6 a) O N Cr co (13 \\— 0/0 CO 116/126 r' 0/0 ['127/178 38/32 M - N r0 49/43 —\ r coo D N- CO 24/42 48/45 94/73 O3 co r N- CO O Ln 00 6/11 107/104 8/2 —\ O O co L1/4 SHORT RANGE (2027) TOTAL PEAK HOUR TRAFFIC NPI N N LU WCR44 � 1 WCR38 N LU 44°) 3/5 4/0 14/2 m LU op L41/4. (N LID V) V) r o CO L O 30/43 32/29 21/19 m LU 9/14 co35/42 32/32 CO o CO CO N CO 2/3 -go0/0 9/4 i Aft 00 CO LCD 46/25 61/35 a Beebe Draw Farms Parkway 3/24 co48/40 1/1 WC R32 O Figure 16 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 24 p 72 a) O N Cr (13 \- 0/0 O 136/144 010 Ai 0/0 � ‘‘*1 T (142/198 222/264 — 0/1 r 45/43 r o 54/48 CN -CB LU c0 D r co 29/49 60/54 114/87 N AM/PM 0 O (W0R321 7/12 125/137 10/2 m O L1/4 MID RANGE (2032) TOTAL PEAK HOUR TRAFFIC — a WCR44 WCR38 ref r 4/0 42/23 —sow- 9/12 N CO r 4/6 5/0 16/2 m O L41/4%. co r r � CO r r LO CO f` 35/55 41/47 23/22 m 10/16 38/47 36/36 'itr1 128/163 a 13/32 T 67/52 13/8 co Co M r Figure 17 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 25 47/24 46/25 0) N Beebe Draw Farms Parkway N S'te Access v U Q 0 LU N -de- 1336/998 150!210 48/50 57/51 c0 D 33/52 Ns67/60 126/95 co co O O) N- N- co cc N AM/PM WCR32 0 COAlsj 0 O 8/13 137/158 9/2 —\ O L1/4 lf? FULL DEVELOPMENT (2035) TOTAL PEAK HOUR TRAFFIC NPNI to M co WCR44 Avj WCR38 N- CO O 4/0 44/24 -ill-- 10/14 M 44°) r CO d) 4/6 5/0 17/3 m N LO LO CO N L41/4 CD CO 0O LO CN N M N- CO r 39/65 45/56 24/23 m 10/17 41/50 38/38 C5) O CO r CO CO N N NN M 151/183 O N (V) r MI 18/38 T 75/59 17/11 co Figure 18 ii-DELICH ASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 26 57/30 58/32 Beebe Draw Farms Parkway U) S'te Access v U Q 0 co O N r N 17 180/255 —/ 60/60 70/60 c0 D 45/70 Ns85/75 155/125 LU Li) O L r r CO LO OO CO CT) AS N AM/PM Rounded to Nearest 5 Vehicles LU L1/4 WCR32 10/15 170/205 10/5 —\ LONG RANGE (2045) TOTAL PEAK HOUR TRAFFIC O Lf? WCR44 T 105/180 5/5 55/30 -ill-- 20/25 LU LU WCR38 M U 5/5 ow210/175 5/5 Ntl riff lI� -co- 120/210 5/10 5/5 20/5 m O LO -ma- 105/115 LO LOrn CD N LU r r r 55/100 55/65 30/30 m 10/45 T 90/75 20/15 LO LC) Li, N N N 000 0 O Figure 19 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 27 15/20 50/60 45/45 'itr1 O LC) CD CO 5/5 -go5/5 15/5 205/230 Li) L LC) o r r n o N N 105/50 115/65 Beebe Draw Farms Parkway U) S'te Access v U Q 0 O) M 0 171 - LO O 264 Daily LU 00 D rn 790 FULL DEVELOPMENT (2035) SITE GENERATED DAILY TRAFFIC WCR44 132 WCR38 606 790 O r Beebe Draw Farms Parkway Site Access w U) a) mens- 1 U 1144 ' O co a) c0 co t WC R32 886 Figure 20 —,49—DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 28 N- 0) CO Co Cl) D Daily rpm - 1 0 0 C) CO (r) 4475 3075 FULL DEVELOPMENT (2035) TOTAL DAILY TRAFFIC CO 0 LO WCR44 1350 WCR38 375 2940 0 LO CO M 0 0 LU CO 0 CD C9 CO 0 0 CY) O) M 0 2250 rpm - 625 1780 Beebe Draw Farms Parkway 1150 2190 Figure 21 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 29 cn U) a) U WC R32 C CO N LU 00 C/) Daily 1 0 71- 5350 2500 LONG RANGE (2045) TOTAL DAILY TRAFFIC 3600 C 0 0 (N WCR44 1650 WCR38 450 2450 0 0 a� M C LU N 0 LU CO O) M 0 2800 750 2000 Beebe Draw Farms Parkway 1150 Figure 22 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 30 cn U) a) U C 0 a� WC R32 Using the long range (2045) total peak hour traffic (Figure 19), the peak hour signal warrant minor street lower threshold volume will not be met at the WCR32/WCR35, WCR39/Beebe Draw Farms, WCR39/WCR38, WCR39/Site Access B, and WCR32/Site Access A intersections. Using the long range (2045) total peak hour traffic (Figure 19), the peak hour signal warrant will not be met at the WCR39/WCR32 and WCR39/WCR44 intersections. Peak hour signal warrant analyses are provided in Appendix C. Geometry Figures 23, 24, 25, and 26 shows a schematic of the respective short range (2027), mid range (2032), full development (2035), and long range (2045) intersection geometry. Auxiliary acceleration and deceleration lanes are useful in maintaining the safety, traffic flow, and operation of a roadway or access. Auxiliary lane criteria should be used at signalized and two-way stop sign controlled intersection to maintain the safety and flow of traffic. Auxiliary lanes at stopped legs should be determined based on the level of service. Therefore, the auxiliary lane criteria are determined for the free flowing approaches. For the stopped leg of an intersection, additional (auxiliary) lanes are not required unless unacceptable level of service presents the need for auxiliary lanes to improve the level of service. The following applies to Figure 23. Based on the short range (2027) total traffic volumes, an eastbound left -turn lane is required at the WCR32/WCR35 intersection. The Pelican Lake Ranch, Filing 2 adds no traffic to the eastbound left -turn volume. At the WCR39/WCR38 intersection, a southbound left -turn is required. The Pelican Lake Ranch, Filing 2 adds no traffic to the southbound left -turn lane. The existing geometry was used in the level of service analysis, since the Pelican Lake Ranch, Filing 2 adds no traffic to the required lanes at those intersections. The following applies to Figure 24. Based on the mid range (2032) total traffic volumes, a southbound left -turn lane, a northbound right -turn lane, and a westbound left - turn lane is required at the WCR39/Site Access B intersection; and an eastbound left -turn lane is required at the WCR32/Site Access A intersection. These auxiliary lanes were used in the mid range (2032), full development (2035), and long range (2045) futures level of service analysis, since the Pelican Lake Ranch, Filing 2 adds traffic to these movements. The following applies to Figure 25. Based on the full development (2035) total traffic volumes, a northbound right -turn acceleration lane is required at the WCR39/Beebe Draw Farms Parkway intersection. Vasquez Boulevard was closed at WCR32 and eastbound and westbound left -turn lanes were assumed as recommended in the US85 Planning and Environmental Linkage Study. The following applies to Figure 26. Based on the long range (2045) total traffic volumes, a northbound and a southbound right -turn lane are required at the WCR39/ WCR38 intersection. The Pelican Lake Ranch, Filing 2 adds no traffic to the northbound and southbound right -turn volumes. The existing geometry was used in the level of service analysis, since the Pelican Lake Ranch, Filing 2 adds no traffic to the required lanes at those intersections. laD E L I C H Pelican Lake Ranch, Filing 2 TIS, September 2024 ASSOCIATES Page 31 N AS - Denotes Lane - Required Lane 650 feet, inc. BT 18.5:1 SHORT RANGE (2027) INTERSECTION GEOMETRY WCR44 Beebe Draw Farms Parkway Figure 23 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 32 WC R32 Ct a) 0 00 a) a- co D AS N - Denotes Lane - Required Lane 650 feet, inc. BT 18.5:1 MID RANGE (2032) INTERSECTION GEOMETRY or) CL O WCR44 WCR38 WCR32 rn co CL teniaa CD U •S Beebe Draw l#Farms Parkway U) Access 0 u <C C) Figure 24 -"At 1-DELICH CASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 33 ,JUL, 250 feet, inc. BT 8:1 Th-DDE- Ic C co D 7 7 ilfrc-0 feet, inc. BT 8:1 AS N - Denotes Lane - Required Lane 650 feet, inc. BT 18.5:1 FULL DEVELOPMENT (2035) INTERSECTION GEOMETRY c� O WCR44 WCR38 WCR32 00 tom CD U •S 1 960 feet, inc. BT 18.5:1 N Beebe Draw l#Farms Parkway U) Access 0 u <C C) Figure 25 -"At 1-DELICH CASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 34 ,JUL, 250 feet, inc. BT 8:1 Th-DDE- Ic C co D 7 7 ilfrc-0 feet, inc. BT 8:1 AS N - Denotes Lane - Required Lane 650 feet, inc. BT 18.5:1 LONG RANGE (2045) INTERSECTION GEOMETRY c� O WCR44 WCR38 WCR32 N r m 06 m cu •S (1. ad) 960 feet, inc. BT 18.5:1 Beebe Draw l#Farms Parkway U) Access 0 u <C C) rif Figure 26 -"At 1-DELICH CASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 35 Operation Analysis Operation analyses were performed at the US85/WCR32-Vasquez, WCR32/ WCR35, WCR39/WCR32, WCR39/Site Access B, WCR39/Beebe Draw Farms, WCR39/WCR38, WCR39/WCR44, and WCR32/Site Access A intersections. The operation analyses were conducted for the short range future, reflecting a year 2027 condition; mid range future, reflecting a year 2032 condition; full development future, reflecting a year 2035 condition, and long range future, reflecting a year 2045 condition. Using the short range (2027) background traffic volumes shown in Figure 7, the US85/WCR32-Vasquez, WC R32/WC R35, WC R39/WC R32, WC R39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections operate as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The key intersections meet the criteria with regard to operation using the existing control and geometry. Using the mid range (2032) background traffic volumes shown in Figure 8, the US85/WC R32 -Vasquez, WC R32/WC R35, WC R39/WC R32, WC R39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections operate as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. The key intersections meet the criteria with regard to operation using the existing control and geometry, except the US85/WCR32-Vasquez intersection in the afternoon peak hour. At the US85/WCR32-Vasquez intersection, the calculated delay for the afternoon eastbound and northbound approaches, northbound through lanes, and northbound and southbound frontage road approaches will be commensurate with level of service E and overall level of service D. Using the full development (2035) background traffic volumes shown in Figure 9, the US85/WCR32, 85/WCR32, WCR32/WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections operate as indicated in Table 5. Calculation forms for these analyses are provided in Appendix F. The key intersections meet the criteria with regard to operation using the improvements to the US85/WCR32 intersection and existing control and geometry at other key intersections. Using the long range (2045) background traffic volumes shown in Figure 10, the US85/WCR32, WCR32/WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections operate as indicated in Table 6. Calculation forms for these analyses are provided in Appendix G. The key intersections meet the criteria with regard to operation using the improvements to the US85/WCR32 intersections and existing control and geometry at other key intersections. Using the short range (2027) total traffic volumes shown in Figure 16, the US85/ WC R32 -Vasquez, WCR32/WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections operate as indicated in Table 7. Calculation forms for these analyses are provided in Appendix H. The key intersections meet the criteria with regard to operation using the existing control and geometry. '�—DELICH Pelican Lake Ranch, Filing 2 TIS, September 2024 ASSOCIATES Page 36 Short Range (2027) TABLE Background 3 Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR32-Vasquez (signal) (FR) EB LT/T/RT C D WB LT/T/RT C D NB LT B B NBT C D NB RT B B C D NB APPROACH SB LT B C SB T D C SB RT B B SB APPROACH D C NB LT/T/RT (FR) C D SB LT/T/RT (FR) C D C C OVERALL WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A B SB LT/T/RT A A OVERALL A A WCR39/WCR32 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/Beebe (stop sign) Draw Farms WB LT A A WB RT A A WB APPROACH A A SB LT A A A A OVERALL WCR39/WCR38 (stop sign) EB LT/T/RT A A WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A �-' 1-DELICH c -ASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 37 Mid Range (2032) Background TABLE 4 Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR32-Vasquez (signal) (FR) EB LT/T/RT C E (56.2 secs) WB LT/T/RT D D NB LT C C NBT C D NB RT B C C D NB APPROACH SB LT B C SB T D D SB RT B C SB APPROACH D C NB LT/T/RT (FR) D E (58.0 secs) SB LT/T/RT (FR) D E (57.6 secs) C D OVERALL WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT B B SB LT/T/RT A A OVERALL A A WCR39/WCR32 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/Beebe (stop sign) Draw Farms WB LT A B WB RT A A WB APPROACH A A SB LT A A A A OVERALL WCR39/WCR38 (stop sign) EB LT/T/RT A B WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A �-' 1-DELICH c -ASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 38 Full Development (2035) TABLE Background 5 Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR32 (signal) EB LT C D EB T/RT D C EB APPROACH D D WB LT C C WB T/RT C D WB APPROACH C C NB LT B A NB T B B NB RT A A B B NB APPROACH SB LT A B SB T B B SB RT A A SB APPROACH B B B B OVERALL WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT B B SB LT/T/RT A A A A OVERALL WCR39/WCR32 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A A A OVERALL WCR39/Beebe (stop sign) Draw Farms WB LT B B WB RT A A WB APPROACH A A SB LT A A A A OVERALL WCR39/WCR38 (stop sign) EB LT/T/RT A B WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A A A OVERALL WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A A A OVERALL 4-04-' L-DELICH c -ASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 39 Long Range (2045) TABLE Background 6 Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR32 (signal) EB LT D D EB T/RT D D EB APPROACH D D WB LT C D WB T/RT D D WB APPROACH C D NB LT B B NB T B D NB RT A A B D NB APPROACH SB LT A C SB T C B SB RT A B SB APPROACH C B C C OVERALL WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT B B SB LT/T/RT B B A A OVERALL WCR39/WCR32 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A A A OVERALL WCR39/Beebe (stop sign) Draw Farms WB LT B B WB RT A A WB APPROACH B B SB LT A A A A OVERALL WCR39/WCR38 (stop sign) EB LT/T/RT B B WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A A A OVERALL WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A A A OVERALL 4-04-' L-DELICH c -ASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 40 Short Range (2027) TABLE Total 7 Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR32-Vasquez (signal) (FR) EB LT/T/RT C D WB LT/T/RT D D NB LT B B NBT C D NB RT B B C D NB APPROACH SB LT B C SB T D C SB RT B B SB APPROACH D C NB LT/T/RT (FR) C D SB LT/T/RT (FR) C D C C OVERALL WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT B B SB LT/T/RT A A OVERALL A A WCR39/WCR32 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/Beebe (stop sign) Draw Farms WB LT B B WB RT A A WB APPROACH A A SB LT A A A A OVERALL WCR39/WCR38 (stop sign) EB LT/T/RT A B WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A �-' 1-DELICH c -ASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 41 U sing the mid range (2032) total traffic volumes shown in Figure 17, the US85/ WC R32 -Vasquez, WCR32/WCR35, WCR39/WCR32, WCR39/Site Access B, WCR39/Beebe Draw Farms, WCR39/WCR38, WCR39/WCR44, and WCR32/Site Access A intersections operate as indicated in Table 8. Calculation forms for these analyses are provided in Appendix I. The key intersections meet the criteria with regard to operation using the existing control and auxiliary lanes that are required at the WCR39/Site Access B, WCR39/Beebe Draw Farms, and WCR32/Site Access A intersections, except the US85/WCR32-Vasquez intersection in the afternoon peak hour. At the US85/WCR32-Vasquez intersection, the calculated delay for the afternoon eastbound and northbound approaches, northbound through lanes, and northbound and southbound frontage road (Vasquez Boulevard) approaches will be commensurate with level of service E and overall level of service D. U sing the full development (2035) total traffic volumes shown in Figure 18, the US85/WCR32, WCR32/WCR35, WCR39/WCR32, WCR39/Site Access B, WCR39/Beebe Draw Farms, WCR39/WCR38, WCR39/WCR44, and WCR32/Site Access A intersections operate as indicated in Table 9. Calculation forms for these analyses are provided in Appendix J. The key intersections meet the criteria with regard to operation using the existing control, auxiliary lanes that are required at the WCR39/Site Access B, WCR39/Beebe Draw Farms, and WCR32/Site Access A intersections, and improvements to the US85/WCR32 intersection. U sing the long range (2045) total traffic volumes shown in Figure 18, the US85/WC R32, WCR32/WCR35, WCR39/WCR32, WCR39/Site Access B, WCR39/Beebe Draw Farms, WCR39/WCR38, WCR39/WCR44, and WCR32/Site Access A intersections operate as indicated in Table 10. Calculation forms for these analyses are provided in Appendix K. The key intersections meet the criteria with regard to operation using the existing control, auxiliary lanes that are required at the WCR39/Site Access B, WCR39/Beebe Draw Farms, and WCR32/Site Access A intersections, and improvements to the US85/WCR32 intersection. Daily Volumes Based on the recent daily traffic (Figure 4), the east leg of the WCR39/WC38 intersection meets the paving threshold based on 400 vph. Based on the long range (2045) total daily traffic (Figure 22), the west leg of the WCR39/WCR38 intersection and the north leg of the WCR32/WCR35 intersection meets the paving threshold. The Pelican Lake Ranch, Filing 2 adds no traffic to these legs and should not contribute to paving. L' --D E L I C H Pelican Lake Ranch, Filing 2 TIS, September 2024 ASSOCIATES Page 42 Mid Range TABLE (2032) Total 8 Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR32-Vasquez (signal) (FR) EB LT/T/RT D E (59.3 secs) WB LT/T/RT D D NB LT C C NB T C E (62.6 secs) NB RT B C C E (59.6 secs) NB APPROACH SB LT B D SB T D D SB RT B C SB APPROACH D D NB LT/T/RT (FR) D E (58.4 secs) SB LT/T/RT (FR) D E (58.0 secs) OVERALL C D WCR32/WCR35 (stop sign) A A EB LT/T/RT WB LT/T/RT A A NB LT/T/RT B B SB LT/T/RT B A A A OVERALL WCR39/WCR32 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A A A OVERALL WCR39/Site (stop sign) Access B WB LT B B WB RT A A WB APPROACH A A SB LT A A A A OVERALL WCR39/Beebe (stop sign) Draw Farms WB LT B B WB RT A A WB APPROACH A B SB LT A A OVERALL A A WCR39/WCR38 (stop sign) B B EB LT/T/RT WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR32/Site (stop sign) Access A EB LT A A SB LT/RT A A OVERALL A A �-' L-DELICH c -ASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 43 TABLE 9 Full Development (2035) Total Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR32-Vasquez (signal) EB LT D D D C EB T/RT EB APPROACH D D WB LT C C WB T/RT D D WB APPROACH C C NB LT B A NB T B NB RT A A B C NB APPROACH SB LT A B SB T B B SB RT A A SB APPROACH B B B C OVERALL WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT B B SB LT/T/RT B A A A OVERALL WCR39/WCR32 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LTlT/RT A A SB LT/T/RT A A A A OVERALL WCR39/Site (stop sign) Access B WB LT B B WB RT A A WB APPROACH A B SB LT A A OVERALL A A WCR39/Beebe (stop sign) Draw Farms WB LT B B WB RT A A WB APPROACH B B SB LT A A OVERALL A A WCR39/WCR38 (stop sign) EB LT/T/RT B B WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A A A OVERALL WCR32/Site (stop sign) Access A EB LT A A SB LT/RT A A OVERALL A A �-` L-DELICH c -ASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 44 TABLE 10 Long Range (2045) Total Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR32-Vasquez (signal) EB LT D D D D EB T/RT EB APPROACH D D WB LT D D WB T/RT D D WB APPROACH D D NB LT B B NB T B D NB RT A B B D NB APPROACH SB LT A C SB T C B SB RT A B SB APPROACH C B C C OVERALL WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT B B SB LT/T/RT B B A A OVERALL WCR39/WCR32 (all -way stop) EB LT/T/RT A B WB LT/T/RT A A NB LTlT/RT A B SB LT/T/RT B A A B OVERALL WCR39/Site (stop sign) Access B WB LT B B WB RT A A WB APPROACH B B SB LT A A OVERALL A A WCR39/Beebe (stop sign) Draw Farms WB LT B B WB RT A A WB APPROACH B B SB LT A A OVERALL A A WCR39/WCR38 (stop sign) EB LT/T/RT B B WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT B A SB LT/T/RT A A A A OVERALL WCR32/Site (stop sign) Access A EB LT A A SB LT/RT A A OVERALL A A �-` L-DELICH c -ASSOCIATES Pelican Lake Ranch, Filing 2 TIS, September 2024 Page 45 IV. CONCLUSIONS/RECOMMENDATIONS This transportation impact study assessed the impacts of Pelican Lake Ranch, Filing 2 development on the road system in the vicinity of the proposed development in the short range (2027), mid range (2032), full development (2035), and long range (2045) futures. As a result of this analysis, the following is concluded: • The development of Pelican Lake Ranch, Filing 2 site is feasible from a traffic engineering standpoint. At full development, Pelican Lake Ranch, Filing 2 will generate the following traffic: 2,636 daily trip ends, 193 morning peak hour trip ends, and 265 afternoon peak hour trip ends. • Currently, the U S85/WC R32 -Vasquez, WC R32/WCR35, WCR39/WC R32, WCR39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections meet the operational criteria with existing control and geometry in the morning and afternoon peak hours. • The US85/WCR32-Vasquez intersection is signalized. The WCR32/WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, WCR39/ WCR44, and WCR32/Site Access A intersections will not warrant signals in the future. • In the short range (2027) future, given development of Pelican Lake Ranch, Filing 2 and an increase in background traffic, the US85/WCR32-Vasquez, WCR32/WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/ WCR38, and WCR39/WCR44 intersections meet the operational criteria with the existing control and geometry. • In the mid range (2032) future, given development of Pelican Lake Ranch, Filing 2 and an increase in background traffic, the WCR32/WCR35, WCR39/WCR32, WCR39/Site Access B, WCR39/Beebe Draw Farms, WCR39/WCR38, WCR39/ WCR44, and WCR32/Site Access A intersections meet the operational criteria with the existing control and auxiliary lanes that are required at the WCR39/Site Access B, WCR39/Beebe Draw Farms, and WCR32/Site Access A intersections. The US85/WCR32-Vasquez intersection does not meet the operational criteria in the afternoon peak hour. At the US85/WCR32-Vasquez intersection, the calculated delay for the afternoon eastbound and northbound approaches, northbound through lanes, and northbound and southbound frontage road (Vasquez Boulevard) approaches will be commensurate with level of service E and overall level of service D. • In the full development (2035) future, given development of Pelican Lake Ranch, Filing 2 and an increase in background traffic, the US85/WCR32, WCR32/ WCR35, WCR39/WCR32, WCR39/Site Access B, WCR39/Beebe Draw Farms, WCR39/WCR38, WCR39/WCR44, and WCR32/Site Access A intersections meet I —_ D E L I C H Pelican Lake Ranch, Filing 2 TIS, September 2024 ASSOCIATES Page 46 the operational criteria with the existing control, auxiliary lanes that are required at the WCR39/Site Access B, WCR39/Beebe Draw Farms, and WCR32/Site Access A intersections, and improvements to the US85/ WCR32 intersection. • In the long range (2045) future, given development of Pelican Lake Ranch, Filing 2 and an increase in background traffic, the US85/WCR32, WCR32/WCR35, WCR39/WCR32, WCR39/Site Access B, WCR39/Beebe Draw Farms, WCR39/WCR38, WCR39/ WC R44, and WCR32/Site Access A intersections meet the operational criteria with the existing control, auxiliary lanes that are required at the WCR39/Site Access B, WCR39/Beebe Draw Farms, and WCR32/Site Access A intersections, and improvements to the US85/WCR32 intersection. • The short range (2027) geometry is shown in Figure 23. Based on the short range (2027) total traffic volumes, an eastbound left -turn lane is required at the WCR32/WCR35 intersection. The Pelican Lake Ranch, Filing 2 adds no traffic to the eastbound left -turn volume. At the WCR39/WCR38 intersection, a southbound left -turn is required. The Pelican Lake Ranch, Filing 2 adds no traffic to the southbound left -turn lane. The existing geometry was used in the level of service analysis, since the Pelican Lake Ranch, Filing 2 adds no traffic to the required lanes. • The mid range (2032) geometry is shown in Figure 24. Based on the mid range (2032) total traffic volumes, an eastbound left -turn lane and a westbound right -turn acceleration lane is required at the WCR32/Site Access A intersection, and a northbound right -turn acceleration lane is required at the WCR39/Beebe Draw Farms Parkway intersection. These auxiliary lanes were used in the mid range (2032), full development (2035), and long range (2045) futures level of service analysis, since the Pelican Lake Ranch, Filing 2 adds traffic to these movements. • The full development (2035) geometry is shown in Figure 25. Based on the full development (2035) total traffic volumes, no additional auxiliary lanes are required. Vasquez Boulevard was closed at WCR32 and eastbound and westbound left -turn lanes were assumed as recommended in the US85 Planning and Environmental Linkage Study. • The long range (2045) geometry is shown in Figure 26. Based on the long range (2045) total traffic volumes, a northbound and a southbound right -turn lane are required at the WCR39/ WCR38 intersection. The Pelican Lake Ranch, Filing 2 adds no traffic to the northbound and southbound right -turn volumes. The existing geometry was used in the level of service analysis, since the Pelican Lake Ranch, Filing 2 adds no traffic to the required lanes. • At full development (2035), the Pelican Lake Ranch, Filing 2 adds approximately two percent to the traffic at the US85/WCR32 intersection. I _ —D E L I C H Pelican Lake Ranch, Filing 2 TIS, September 2024 ASSOCIATES Page 47 APPENDIX A W GO W =-�, O OW ("a co z Qz LU U J N f` D N to CO 0 a -J O J Co asi co co 0 C) 0 I z 0 0 W -J w U- cn S S J co) ma N U) W N O 'O N O CU CU C13 0 0 WCR32/Frontage Road .. O •1r V C) i A? C) a C 4s u) W II %%••• C4194'.'',' °, •••••_ .,q�1 0 i .. .per+ /D - �' ;• eii s 0 I— < ,rte t' Total east/west �" irs r d' 00 N r Westbound: WCR32 . 73:.:::::.,:.;-, 1 S "`w .-. .,,,...,....:a...„..„ ,5,555. 0 `�. e a .. . m.. 4:1- r.... c0 0..... .� \-Y• a.... .vv.v *....° ce O O O O O O O O co 1 _ L1 J co .„ , , , J O O O O O h. O O O Eastbound: WCR32 rC ::04* ^t-- } I. O ... O O O 00000 .. O 00040 ha. . O . ;; 50000 n3 4-I 0 I-• N.^ �° ...—..e. L{. 0 0 0 0 0 0 0 0 co O -JOOOOOOOO N ti ti 1` d' re) d' 4- O cri 1-- r 4 a South bound: Frontage j•-°�• 0 t'-' .r°, 0 r 0 O 0 ''"' 1- r - °-.. (X O O O O O O O O cn 0 0 0 0 0 0 0 0 J O O O O O r- r- r- CU ea �-. ` ", - '- CO .. .° , ..r .°0 •°.0e e°. "Sig: } r + , C J d '6 I-• r- r c Omo L LL ce CO O N d - r r d a 0O 4- co 0 0 Co 0 0 0 0 0 J O O O O O O O s.. O r- C E H V> a ', a! W O 0 1` 'n O M 1` to 'd' 1` O 0 c0 'n O r c0 in 'd' c0 r 1` r c0 to c; co co 0 r LC) to co 0 r „ O iiii O N r' O . :C a 0 :::r: 00:o:° 0. ..: __ IN- CO co 0 r N 0 •: 0 °'` O 11.0 to 0 r 0 14,40 -° co in *: :::0:: i`- %o r. N O •iii 0 0 c0 I LL' _ 0 R •s. ��.y . /may•iii CI r _: poo aX: . ° .e en 1•-• O N O N d' r r CM r r r r r 0°000 °o %0 0. li. y o . 0,}V.0." ° .�. /fir C�1 �i••r 'C'- it-- O O O O O O O O d , d' N co O O O O O O O O 0000 °:°:°,°o , ::.. 5 5 5 5 ....: ::: a.... a �... °:S. a :'}O ::, 0000.',`. off::tnb U:t,Io ..y 0 4 :°T}:°a o:)o: o ° . =_°`` ° . .°....: r. ...,. .. °:S. }:'}:: o - 5 5 5 5 . •r: �.... c ° o %% ye.. .:N.:.:ewee:e ..:v.`00 I.1 0 0 0 0 0 0 0 r— N in CO in co O r O O O O O O O O LO Co) d' co, If) CO d' d' °00° °. e no 0 •.' a• . 0 °• °• e °. , Q e r •: O gaga- r• rc O O O O O r— r— 0 r- O O O O O 0 0 r— O O O O O O O O . .'e . o .°%....e.°: o °.�o° ee° p 0 %;.;•:•"..7157,.:•:•:-,°'' ..... : °a°a'••.°)..0e bv.'�0. 0:•:.:•:•:•31°.•:e.•:•:•: .':... a of :0 .'!%... oo 55 5 0 nn'::: '•"°:°:•041,10•X,..,...',W... °.T .° po'. ".:::::::::,::::::°: 0e 0� . `,, ... 1 000 0 S • ` ' „` II -C) N Cr) Lf) d' d- Cr) r r 0 0 0 0 0 0 0 — O O O O O O r- r- 0 O `d' O O co, d' LO `t �f O 0 Lc,— O O M 1d•) to "Cr r r O d' ego` O :CriO C OCD co CoO 0 iir' :s' .00 nee. °7■IZ: • .. °i•'• .•:•e o. ....'..o.... co O a- FlP091�� 0'100%0•%0 •0 •:•:•:.:•:- ie. °° .`. 5055°. 1 co O a N it - Co O r O .0. ,7 °° ::-:-:.:•:0: O :44.:'. a Le) N N o la 0 :tie," 550•% 0 ca ••••••••••. a Co) N CO M O .000'5 I a :°:°:1,0.:, - :.c O .. ... to N 0 0 O I 0 LL _ 2 CO CO 0 a W O J Co N a) Co 0 waj 0 0 I z 0 W -J r w U- cn S S J L to 0 N N O N C) US85/WCR32 .. O V a) i a e:a laN.P'.a'aaacella„VaVala .0.0:,.°.---.:00.0.0.0,.. ,ems-°�°l`-°��,°_:= • e. • • ,, •�es. .- • ed ��.�.��w ':411.: .1•ti°a '^�°'°'° it a °- Total east/west CO CO IS)0 1` CO r%.I` L[) CO Ln 00 I` r Cr) r Westbound: WCR32 .:t .. .,e e P _ ° :, -_ x •• ' .'e." O° ca - c‘.1M 'icy) O I— Ce OO Cr) N C9 CO c O) CI) , Lf ) , d OO , , J CC) N LC) OO N CO Cr') CO Cr) N— r r r r r Eastbound: WC R32 ::%•?°:°.°:°:•'ca••• .�ti°o -mum e _ — - ® .'I', _• :�•••••••••••• °%%%%%4"....%%%. _ :m• - :s•:: •._•• — men — . - — = ":':':•:':' °a:0 cow.. — . 'e° o :° en.ta: .moCe • Te •: p,o i0 —°• O N N Li) O C) O r r r r r r r r Cr) O CO I— O CO O 01/4-- J CO O C) IN-- N LC) d- CO N Cr) N CC) O N N-- r gtnosjgpou le;ol 00 O Le) M N e CO t.O M O 00 M CO d' M r Lii `d' r 'Cr Re— O M South bound: US85 : :C r "o° .� t' , d° co ...: mot s a .a ' . .,.-it—# ct co CO CO IN-- I— I.- c) N if -)W N (N E CV co ON co N r J Cb CO C C O d' O r O:::::::::::--:::::::::::!1::::::::::":::::::::::: /O• V / : •4 :E _. •�•O°. :t..,.,._G_ • - ..... =••• :i _ :. .................. o :ate: o_ o`•' :�?r°-° °:! _C 0.0_ •- - :°;-": !':: o, Ia_ n',, :..4.°: ao u:•O ua$O:. :fir_% w� H .. '� . °o'h'o •; _.....i..::::... •C, C - ce CC) O Lf ) L C) O r r O to W O CO CV Cr) OC J CO CO CC) CC) O Liz O r r V) CD c 'rzn H CU O O 1` O O M 1` O 'd° I` O O 00 O O M O to 'd° 00 r 1` r 00 CO itkiiii: o o Pk ti o d' co) co) d° e, co o r' :oggiopi Co, CD 4::, co a ti c=; r O O IN- O ‘- a) 0 ° :°.' `°. : :t °°r °)„, COo •o `Jew, Doc atm— co O as N CO N N ti O o O at— .t- ,gam tea` O O °r. co o r 0 ti a°."0°. -.- ::kb i7cr N- : 2c co O v< O O M o 0o I O R. LL' _ :°o d:•:• O N- N N. r CO r OO 1` CO O CO O t A . "°;S-. :•):.: o°° 5:•:•:•:•11:•:•:-° 4;:.: :tit OW ?fin 0:4 . co Lid On co co co 'Cr d— N CO O N d- CO O N O CO ▪ '▪ °'° • • oe° •°� • �°y °yy.y,,:N�°°oyy °°° o J°° : • o: ▪ .'.▪ °.°° ::;o %:o °:S: :'▪ �:° r CO O r N LO CC) r r r r N Lf) r co in co a) co N O d- O) CO CO N I` LO CO CO d' d t d- CO 00 1` d' 1` LC) Cr)M Lid w• LC) O O CO O O ti LC) LC) d' Lt) Lt) it) Ln d' :0 a :::0::::::: :° o. ate... ▪ '▪ 1▪ '▪ S: • °:,,... iv... o::°D:o O r O O O CO in co r r r r r r d d in co r-- d' co I� 00 c0 C) 0) I— co Lo r r r r r r r LO co I— N N d- O CO °° a' :•):o : ° *44g:' CO d- d' CO N d- r CC) r r r r r r NA- (No_ N(O N r O r CC) N O CO CO r r r r O O O O O O O to o r M O r en d° O O Cr; O tie •1 o N ti co) 00 o °a ti d' :::•::::::::::.:::::6 ... Vic': °..:.� O O 1 O co p r M N 'e o tiiiiiii:tiiw° ..... :, °: a to o :° I ti to O Li, a, o r N O d' co I IN - coo o O }°` fl.t. :40 :N .....0...... a°a.,, °<.•. 6— Co 00 o O to O N o p r :° .,�p :;` CO CO o CO O _: *+::. :50.10070' ..t :4:010 i C') o o O I O LL _ CO to CO 0 -J a W O J Co N Coa) N- 0 0_ I z 0 0 w -J `w U- cn S S J cu 0 WCR32/WCR35 .. O C 4s C II .. .'%. . 1. —e �'� 0°• �. o — : .•.ti':.:.e -/ ,° ° . al �e�'—�tI .:•:-:-7-- ....v. O Total east/west 00 c'7 M le LC) LC) 1` LO 1` M M LC) N O M d' Westbound: WCR32 °: �.0:...°:.°....^.° .........._.......y.-...... Ct O O O O O O O r- CO N CO G) (N 0) CO (N r- r r J O O O r— r✓ r— r— r✓ Eastbound: WCR32 ti.,. a%* i:° •'•L"� .::.. ° O _ .—• .°Jo^ ° ... \ is c° c N a .. [ a°N • . 0 .ells - a c[. v ca _. v e[ �.. N_,....:........v. _ i m ... Oei.it 4....... .. c c c r D: O O In O O O r— r— N CO N N N CO N r r J O O ('M CO O O O r— CO ''Zr N M N CU O O- r r r 1 --_ i 0 C Southbound: WCR35 ;o;, O O co, O N O '6 1- 'Ct- {y CO cn 0 0 0 0 0 0 0 0 J o O N 0 0 0 r- r- Northbound: WCR35 A MR RI O! O O O O O O r- r- co 0 0 0 0 0 0 0 r- J Co o o o r✓ r- r✓ r- V> Cc ' a) H a) O o 1` O O v.) 1` In me 1` O o co O O M 00 to 'd' co r 1` r co W y�� V a) N O O O N o N. O 0 ...:44",v;°:, N O O t`°[ ..4!0, •; ic..: O co O ti 0 - O :` o :. t'9t^< O O M CO o r ti d' 0 M :0W°°C M O :: as ; acc 00 - re) co M O ...mu.. o :esesev• .�fi3:: CS 2. ;f.0=C iii la C r CO— LL' ILO 0_ :�'.. x ...� �: : ):" �'�°:000000: Jrf7 07 c. ' '.X.:":": ,� r' CO LC) CO Co) O d' 00 Cr) 1. M LO N N N d' 'T' . • . _ ;,,., y, °$:°30:° A . e.� e 0 0 0 0 0 0 0 r- CO Cr) N N CO d- co r (N r- (N r r- r r O O O O O O O r- °°°° • :7,. "0 010 j v v v a da�%.�. ::" o: •00 • � � °D :;fir �.%b. 0000.; 0,............. 0.0.0.0-0."..00.0..:.:.u�u�v °:, '�:� o`'•'in vp °° an -7.0.;.#::: a v ...e ........, ,. 0 0 010 .... 0 ern v v v c c < �.... , Oa ° O O O O r- r- r- r- d' N d- N Ln N in O d' r (N r r- r r (.0 N N CO O r- r- r Lt) N N Co) M N N r OO:e :,;;N:.:..: ...............)6: °-r? °. ..: , : N .t.- r r' r— N co N O r- r- r- r- O O O O O O O r- O O O O O O O O : :: °. a • ,.,° o :moo' o•°c; '°.:: ..e.:y° i ' .0.0.-e.•o :: e O . • e.°. '. „ :°1:• .,,.., a °°. O O O 0 0 0 r r- O O O O O O O O CO O O O CO r- r- r- O O `d' O O M d' Pa "Cr et' O O ct) O O M u') 1O "Cr' r r O d' oel.° el:: tri Ns co O 1` r --- o me— wiener oat'r CV co cr. 00000IC) a°°°° ; 05 N •.S.: O ...44:: :40:O . :• C CA 0 I cmq . r^ 0 co :,:co C 1° I mid- :',0 1°-.. O - N co o r co 0 :sr 'a O ca °<... CNI d' O :,;,-,:-2-;.:-,;,.:I) :yam; N Cr, .°` C Cr) G ::°. O O LL T O •{. . 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Ct O N O O r r r r fn r in CO t co co t J O O O O O O O N-- Eastbound: WCR32 •: ti.. : . ti• :. ° ° e e e ........................"%........ titi� off: :f: �' [ v v_ ...........—......,.......t.. - .'.�: ,•-•. ;° ., . ..e..:- N- a c[ 00 .. 2 v v v a H— _ a°° o ach a c c c c :°�: eve [ �¢ 0: -Cr LO CO I— CO 'Cr CO Lf) a) CO C) N —LC) CO C) CO Le J CO N L.O CO CO Cr) r r N M O M 00 M LO N CO MO O (IN N- RS 4- ccnn O= r r r 1-- Alma i Southbound: WCR39 Alf j. * •= '•..,-.,.-. .0-0---0-, to N -.Cfl `art- 0 N co � r O 1-- s- e- e- 0! CO " O CO CO d- N r r COIn I� Lf) d' CD CO J N N CO N O r r r Northbound: WCR39 C? a.) r .1 �+ Qi co G RS 0 r 0! 0 0 0 0 0 0 0 0 co Co co c0 co d In CO CO J Cr) d- Lf) CO Cr) d- N N— V) E Co 0 cr)O H aa) 1` in O Ott) M 1` 'd' 1` O con in O M con to 'd' co r 1` r con W [ W co o r CV in coW N. a timilni :°. °^: M O e.•'0:: Ce) I. LC) :: :rr:C N O M M co N. 0 •:°%"°:c.. 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Co CD CO 0 0 icr CO Cs) N 0 0 CO N N 0 66 N C� r C 0 0 N- N LC) 0 0 r CD N 0 r 113 CO 0 r 00000 O C0 O CO r I� r 0 r O CO 0 C'C) 000(0 r O r o c0000 O CID OC0 66 R 0 r a o coo CL CL Q 0- 40 co 0) co 0_ Traffic Data Services Q r r c Uco o_S Cn C) co C co O H CI) co z E Cn k 71- CO N O N - N N r c0 N (Y7 r L{) CO CD M co r r 0O 7t r 71-C'oCOisrCY)NN- CN- f`CDCO)rNO f�CO r r r r r r r r C7rNOrCOU0 CD •-- CO CO CD d - r ti Co CO N- CO N- (O Lt) CO 0O LAD (N CO 7- 7 - Cc) CO O CO LO Lf7 cfl r Lf) LO CO CO r r r 7 N CO G) f- CO In LID LU I.f) I!) 0O 0O Cr) f-ONCS7rsct Q LO r r r r 20000Oc0000c2cccoo000OO0 O O O O O O o 0 0 0 0 0_ O o® 0 0 0 0 0 0 0 r (N t LD CO f- 66 r r Cpl c Co'CO f- 00 0 0 r 2CCCCCCCCCrr2CCCCOCCCC r r N N 0 N r o N O O . r r co c o a) 0 0 O r 0000N - r d r O r 0 CO 0 C`7 o CO 0 0O C9 r 4 0 r o t o N- N- O r LC) r CO CO o o47I: 0O CD CD C 0 CD co LU AADT 2,042 41 Traffic Data Services Q co on N O c O O 43 U 0 LJ- CO CO - Q N m co z N I 4-6 O� w E Cn �- 0CZ) C0CZ) CvD tt NNO)I) O O O O o N 0) CO 0 r N COr0cLID 71-rr000 r r r r 00InCn COrN(NJ NCr) rC`70000 �r a-�yrrr 2 aooaoa00002000000000co 0 0 0 0 0 0 0 o a o o a® o a o a o 0 o O o 0 �Ncri (O r-6600 r reei4Lri(Or-ooa)or oaao(Di oCao0C®0000CCCCCCC r (o In CO Cn 71- 0 00000 o o r r r CDCf)CDr o r o N cto co o Cl_ CL Q 0- 42 (N a) 0) Co 0_ Traffic Data Services Q a) CO O) c— r)a) O c o • O 0 0 U CL'cz - C6 as N N N r r r) ai - -0 c U o_S a)}'O intoz Lo co O co O H m w co z ..._' a) co E Cn H 0 O O 2 Q O N r 0 O O 0 r O 0 O O 0 0 0 O O 0 O 0 O O 0 mei LO N CO 0 0 7r r r CO LC) CO r 0) 0 cO a CO r 0 A- 0 LS) M 0 N r in co 0 a r r LO N CO r N r CO N LC) r r r CD 0 r r N N r LO r 2 0_ O N r N 0 r C CD O r 0 r 03 N N C r CD r O N r r N Cl) C.0 CO lit r CD r f- CO 00000 0 0 0 0 0 N Cei Ln &Si C 0 0 0 0 CO r 0 0 r 0 r 0 66 O Co r N 0 a-; 0 O 0 O 0 O r 0 0 a 0 r r N - r) N Is-- C CD 0) Re In N- C r II - 0 in ÷' co c O 0 0_ O r O N O O Cr) ai Cci O r I I I I I I I I I I I I I I I I I I I I I I I I O0OCU 0 N 0 r dd Ln a r O N O CO O N O r O r I I I I 43 co a) 0) co 0 Traffic Data Services Q a) CO O) C)— raa) O c its oo o0 � U CL' cz ct as N N N r r c3 -0 - c U oS a) 'Fiji O in c7) LC) co C co O H m co z CO N I 4-6 D QH a 4J w co E cO H 0 O 0 2 Q 0 r 0 O 0 0 r O 0 O 0 0 0 0 O 0 0 O 0 O 0 0 0 C', 0 0 a} r N- CN 0 a LC) N N- 00 0 0 LU r CO N- 0 66 0 O N CO Ncr N N N r O C) O 0 N- 0 N d' r CO 0 0 r '1/4 - CD r ti r 00 o) 00 r r r 0 CO O r UCH N.- in 2 O 0 0 0 a o o a o r N M 4 rccc r a) Cl) O a 0 N N a 0 N N CD CD IC O r O r a a r r 0 a 0 O 0 O O 0 X- 0 0 0 O r ,- 71 - NI N C 0 r co 0 C`) 0 r o 7 0 in � c CJ 0 EL CD LC) O I` O N O r N Cri 0 I I I I I I I I I I I I I I I I I I I I I I I I OctCDo 0r0r r 71- O 00000 Q r Q R N o r I I I I a o m o CL Ci_ Q 0- "Iisr CO CO o0 (o 0 N. LU d -C C 0 LU To E o CD I U Ct O In 0 N H 1 CM N H O H O 44 Traffic Data Services Q M N O c O • rti O 43 U 0 (O Q N m co z E to H 0 0 0 0 0 0 0 Co I` CO CO N LO O O O O O ON N t N Na Na N r M N M r O O O (OLf d"rCO CD or) ,sr MrCOO 2000OOO OOO OO2 000 00000000 0 0 0 0 0 0 0 0 0 0 0 0_® o O® o o O o O O O Ncr Ll3Co r-oo00r rtaic Co. cDr-ao0or 2CCCCCCCCCrr2CCCCCCCCC C LO O co o � a) C o~o�' sc; 45 (N a) O) co 0 Traffic Data Services Q a) 4 CO O) on N O c o • o 0 0 U CL' cz ct a) co co 04 r r cy3 -0-U O o-- _ iCOU) in co f U co O H m co z CO N O O O co 4' Q) co E Cn H O O 0 2 Q O N r O Co O Co r O O O O 0 0 O O O 0 CO O O O 0 a O O 0 0 0 CY) r N 0 a O r (C 0 0 O C ti CO a 60 a CO N O CD N CY) O O a r N- CO r O O r ,-- 00 N O 2 0_ O N r O) L!) i le O CD CD co) r O r N it) O O N a O O M O O r C'') ti a 4 a 03 Ict a 6 a 140 N co a lb a CO r N O a AP O r C O a 66 a CO) N r O iYi O O O O O 0 C O Co O O O r ,- 0 O C r �o r Lo 5,9 a co c O 0 0_ O O O O O r O r A 6 O r I I I I I I I I I I I I I I I I I I I I I I I I Co r"-- 66 a C) r O 41-0 ~ A O CO I I I I • a o cc o CL CL Q 0- 46 Traffic Data Services Q M N c O O 43 U0 - ;4- ff= to CO }' . O") c ce) co 04 Q; ❑ � O o_ iEnU) Ln co U co O H m co z N I 4-6 D QH a 0 0 0 0 0 0 0 0O a, C > LO C5) COO7 000000rt Up 04 O O O O O ON L!) CD '71- CO COCO N N CO N-0)CONOCON 0 r f`otrtCC) Noo N-LONCOorNO 20000aoa o00 O2O 0 000000000 <0000000 000 C? 0_ O C]®OOO0000 r N tf Lf (O I- 0O 0 0 r r C�1 M Lfl (D f- a0 CS) O r 2CCCCCCCCOrr2CCCCOCCCC C CO CO 0) 0 O Li) ct c o EL OO)O0O 0 O r Ln OC0ON 0 O r r O in O r 0 0 r 00 O IC) C M O C6 a >CL D> Q DL AADT 114 47 0) co Traffic Data Services Q co O H co w M 4-6 I QH E to H N r N- N- CO O N L r NOCO‘71- LoN- N Cfl 0 r 7r CO C7) CO Lin Lin 00 LO ti O C'0 f` co in Lf) r O N O O r N CO r r r r r r r 7r CO I� Cn CO CO Cn N LO Cr) Ln LU L CO00M'sr rNCOCO CO LO CO 71- Lf) C0 CO CO CD CO 00 CO CO ti CO Lf) LO f.- CO CO r N CO 71- r CO CO P-- CO M C000r N 67 0 0 C") CO N- CONNr 200000000000200000000000 o co O o 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 r N M LC3 CO f- 66 CS) O r r N M 4 Lf) C0 f- c c 0 O r 2CCCCCC000rr2000CCCCCCrr N N N- N c CO . O LO ca o 0a.) 0L0000 OLUCZ) CD o r O CO 0 00 000000 CZ) LOCZ) 00 oN-ON- ca o CO 0 C1_ CL Q 0- 48 N 0) cio Traffic Data Services Q co O H co w CO N U 0 O co w E (O H Lf) r r c.1 t OO r Ln co r �OOOOON-r N N - r r r N C) r co co O N 'Cr C37 N M N Lf) N N- 7i- CO r r r r NC_O71- 71 -Jar CO Lf) Ct7 (..0 LO ti N- COG)C' NCO O co N- up d- co Ln CO Co (O(NI COCOOLOc0 N CS) C) N N CO I` Lf� NN N- N N r r CO r M CO CO CO 71- r r r 2ooc00000000200000000000 <0000000®0009 0000000®o r N C`7 CO N- 00 0 O r r N M 4 Lf CO N- 60 0 O 2CCCCCCCCCCr2000C00000CC N CO CO a CO CO CO M O o LC) ca c (1) a.) O Ln O CO 000LD N N Cfl r 0 r O r O N- O 00N- r Lf) O r CD 0 0 00000 • ca o ct o Cl_ CL Q 0- 49 Traffic Data Services Q c on N �o c 0 00 +scti 43 U� ff= (O a") c co O H CO uJ CO 4-6 N I D QH a E to H r` O cO LC) � CO 0) r N O r CO CO gsr C CSC? LOO(NJ Nr-C3)r N 00 N a, r r CD r N- Lf) NO0)(0 CN NN r r r r r r r 0)N_ N-CDM CO LID CO Lf) Lid IS) CD LfC'7o'Sr OC0 LO C0 Lf) Lf) C.O Co CI C0 CO CO O r (NI CO M CO CD r`.- ' r r r`Lf)LO0)N71-M CD r O 00NCON- rCOL() CO CO d- NN 200000000000200000000coo o o O O O O O o 0 o fl 0_ O O o 0 0 o O o O o 0 rNc�4Lncfl r-06Cs70r r NM 4Lritflr-0oa)or 2CCCCCCCCOCr2000C00000CC N tV CO 00 N- ca c o a) H a.) 0_ oaoc0 Oros r� N C.fl r 0 r O O O O 07 O CO f` Cfl O r o LX) o rn ONOCD r 4 r • ca o ct 0 Q ill CO Liz CO LU 060 N CO 0) CO r` N N Lf) AADT 1.784 ADT 1.784 50 0) co 0_ Traffic Data Services Q LO LO Lfa 'as du) O c U op uj w w N U co O H co uJ E to H LU r (3) CO 't CO r N O O L0 I— 0 t r r Ln 00 I- O') r CO CO r C N71- Lf) LC N ti NO)COCfl00 NCOOO (N r r r r (\Jr N Lip I` Cs) I`-- CO CO CD N (3) f— 00 CS) r f- O CO r r r O C3) co N - 00 LU N CD CO0)C3)C7OCflN- r r N CO N Lf) f` Lf) Cr) O N CO r d)CflLU Lf)-str f-0OCOr icr 00 C3) f` 00 O CO CO r r r 2000ocoo 000c20000cocoa 00 <OOOOOO00000�®oo®00000OO r N C'7 Lf3 CD f- 66 C3) a r r N C Ln CD f- a0 0 O r 0O(=OooO000rr®000000000rr r 00 N LC)� o r O LU 0 0 0 O 0 O 0 (.: N N O r 0 CS) O 0 O r O (.fl r Cfl r O O CO O N 0 Li) O r C.d r N r O r 51 N 0) cio Traffic Data Services Q LO LO Lfa 'as dw O c U op tai, {!7CnN U c6 O H co w CO N 00) O co 4J Cu E to H CO N r- 0) N. (.fl N r CO rN N O C`7 r O r r r Cr) (3) rNtcoI-L)Cam) — co t CO N CO N r in O Cfl co co NC9COCS7 N N. (N r r r N r r (N C"7COCOO) COrh-CO ON.C)OO rr—C) r r r CO N- r LC) r CC) r CD N 00 Co C�NL{7r00rC 7 N. COtNr r r co co cto 0) 0)cor act r— t r it) r 0 Cfl M N NOM CO N cO 0 0) 0) CO 71- N r r 20(pc o000(Do 0020cocoa) 00000 0 0 0 0 0 0 0 0 0 0 9 O O o 0 0 o O o c o 0 rNC7LCl(flr-0000r rC�JCyj Lri(Or:o6C)or 2CCCCCCCCOrr2000C00000rr co rn NJ 7 r LO o� o r 0) gcr ca c o H E2 a.) O O 0 71- 0 CO 0 (0 N 0 r O co O CO ONOC0 f` r (.5 r O r O N C) `71- 0 LO 0 0 0 co o ct o Cl_ CL Q 0- 52 0) co Traffic Data Services Q co M N �o c 0 O 43 U0 z3) ff= CO CO }' . 00") c C6 O H CO uJ C',) N I 4-6 D QH a CO CO N O) CN CO O Cr) CON N CO r r N LO 0O 'ct N CO L{7Nrr`r-Oa) N CO Cr) 10 CD N CO N- CS) C,D Lf) r CO C� N- co r` o-) c0 a C) r r r r r r N r I's-- Co (SD O Ln N CD OCOcoO 0O0OON in in r o-) co co co I` - ti LO (0 r CO la.) O) I° O)N NN= r r r COO)CO en in co N- cc) co o r- r co co C C3? ti O) CO C O 7 r N r 200000000000200000000000 <00000OO0000OOOOOOOOOOO rNCr LnCD r-oo0or rN 4Lri(Cr-ooa)or 2CCCCCCCCOCC2000C00000CC N N CO N LO LO OCR r o LO co O 0 zr N r O) gcr (t c o H N 0 O LO O N OC7�N O r o -sr oLU O L() O N - r C.fl r o r o r CD r O CD O N- A:. r N r O LO CID CO Co o Co.L O Li, AADT 2,885 CO CO 0 H Q 0 Q 53 a) co 0 Traffic Data Services Q co c O oo 43 o� 0= CO CO - O")c CD C9 N r r —Q U o� ctO in En Ln 00 D co O H m Cn co z N I 4-6 QH 471- CO CO 2 Q o N N a) Cl) CO LC) 0 O r r CO CO r_ 0 CN CO CO CO Co 0 CO O Cfl CD CO o LO LC) r 00 ''Cr O O N O N C3) CO N r C3) C,O 0 0 r- CD N in COLD 00 M CO LC) Ln 0 O 0 O 40 CD 0 0 0 0 0 O O O o 0 oa N N CO 0 0 r 0 CO 0 a r C9 r r 0 (.0 0 r cc) N t0 LLU 0 Co CO 2 o 0 N if) N CO LC) Co M CO 0 0 CO icr r CO N- 0 N 0 C') O O Cfl CO N- CO 0 0 M 0 N- N 0 cc 0 0 CD N a, a, M U) 0 Co 0 N 0) r Lf) CO O CO M O O 0 0 O N co N CO M N icr N Cfl 0 LO N 0 O 0 Cr) N r N O N 0 O r LC) CO N Co (0 N N - r 0 r r N CN N CY N a a.)C. N O) r CX) r C,r)� CO O 0 O O CO O OO1r N r N CO O 006) O r r CCOCC') O O LO CO "71 - CD r 54 COC9N U oU O in Er) Ln 00 Cn D Traffic Data Services Q co O H m (n co z Co N 0 U0 O co E (n CO O C 0 r 71- r O 7 6) I- 6) N r r r LO CDNrNrO) I� 7? O Cr) 71- 00 0 CNI N CO r N N C3) O Lf) CO t(DN(DCOOO r r o r 00 Cam? 0 co is) a LnaLnrN-CX'N0)O Lf) C57LnNNrNCN t 03N rrrre-rrrr N rCOCDtM0000 00 Lf)MLOLn0)C00)CD0) N r CO CD LO VD CO ID CD R. co CO 01 1` 0000Ln7orC)LC) Imo- O LO 00 Lf) O#) N r CO CO COLnCOCOCOr CNI N ge CI gct a, N -CO '1 N 00 0 tCDJNrC?) CD 00 LO r CO N r CO1-NNN-o COOf-r6`) CO CO N r r N0) NOro CO CO lf) 71- o 71- 09) LO CO C\1 C\1 r r r 2000ocacao 0020coo cacao 00 <OOOOOaaaaaq�0000aa00000 r N f- 66 C) C� r r N M 4 Co' CD N (30 0) O r 2CCCCCCCCCrr2CCOCOCCCC C d7 C a a O (NI CO D) r (o o CO O r ct c o a) O r0CC) O N O r OO N N O CO 0 a) O r 0 t C9 I.: CD O r r O 00 O N O O) O N I� CD r r O r 55 co 0) co Traffic Data Services Q CO C 9 N U oU O in Er) 00 Ln D co O H m co z CO 4-6 N I D QH a LO O r Cr) 1� C3) N N Lf) O co t (\I r r N LO LC) COCONOtr CC) 0O r r r N al CS) N O) CO CO CO CS) LO 1- (C) CO N O N 71 - CO (NIN O 1` Lf) CO CO N CC) N 7 Cfl LO M LO O) CO O N r r N N LO CO CO LO CO CC) r 1`-- CO r r f`- N(N'sr CC) tcO`71- r r OO co LO LO LO CO CO 1` 0 CO (.C) CO 0O 1` r CT) CO O) O r d' O') CO O r CO LO LO CO COLf)OOr� r r r N CNA O 0 O LC) 00 C5) N LC) C5� C) LC) CO 1�OCOLOCONN r r j — N C3� 1` r CO CO N- N CO LO CO CO N- CO ‘71-NNr r OO Co 0p LO LO r r CO r CO CO CO C r 200000000000200000000000 o co co o O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 r N C`r) LC) C,C) 1- M 60 rn a r r N Lf7 Cfl 1- 66 07 O r 2CCCCCC000rr2000000000rr N N N OO a Co.O r N 0 OO CO r r Lf) O(.OO(O(O ONOrC0 r LC)O o N N O I� O O d7 c) O r r r O r O r O O O O co rc: o r C) N CO N CO CO Cfl o CO °°. O C; LO c 0 U Locu C� AADT 26,662 ADT 26,662 a Q 56 0)co 0_ Traffic Data Services Q C) CO 0) co O H GD co z 4J Cu E Cn �— CO 0) C3) M N r-- co cr) � N r r r LO LO 7- Cr) r r 'Cr rX)MCC) Cr) NCT) M N 0 r M LO LO N CSC Nom- C3.) in 'Kr N 71- 00 r r 00 00 CO CO C33 CO 00 O C) CO 00 LO r O r t N r r N N CO 7- N 71- 0 CO N (.0 -OD rCOC)000NOCOLf)N N 00 I` In CO CO CO (O 00 O 7 - 00 Cr) 00 N` CO NCO O CO CO N- CO N r 71- CO N CO LO LO Lf) D CO N- O N N N O LC) LC) LC f` LO O CO 0) N N- 0) r CO 00 �.tC5)LO00MNO CO r CO r o N- Cr) N CO LDMNr r CO r CU N 00 LC, co O N` O is) co N N r 20000000000C200000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r N M LC 3 C.D N- 66 C) a r r N M Lf7 (O N: cep 63 O r 2CCCCCC000rr2000000000rr (0 CDa C'0 C . M LO o� CO . N 00 r ca o 0a) O O O OMO'sr .. r .. M N N 000(3) 0 0 O N O r r r CCOoLC) O CD O r r o ca o ct o CL Q 0- 57 N 0)co 0 Traffic Data Services Q C) CO 6) N U o> O Ln co D co O H GD C� co z E (O H 6) CO r Lfl 0 r) r 0 0O CO N N r r r LO LC) N� 71- CONCOCT) 'ct 0 Co N N� N OO N r CO CO 1- 0)r N 0O f` r r 0O CO r) CS) N N N N N 0O r r r r r r r r r r ("N N` ON- N C`) C) LO LO CO 0O (..0 a) 0 CO r (3) CO 0O r 0O CO CO CO CO CO (0 0O 0O r in in r... r in C) O N r O co Cta co O) en 't CO O N N N CO t N` N m 0O O 71- r N N'-- CO LO CO LO CL0 LO N- O N r r 04) CO CD CO r LOCO0OO0OCD 71- 0)CO(NrCO C000LOitCON r NrCLOG) CONON�r0O CO CO N r 01 r CO CO LC) C) d' OLOCONNr r 200000000000200000000000 o o O O O O o 0 0 0 0 0_ 9 o o® o o® 0 0 0 0 rNC`7R00C57Or rNC CON: 4 Lf)66O or 2CCCCCCCCCCC2CCCCCCCCC r r 0 CO CO N O Cfl o C'7 r r LO co o co co. N co r OC9O0) 0 71- r N O N r N O N— O CO O N 0 CO CO `� N: CD Q r r O a) 0 C0 O t 0 CO CO N` N 0 r r 58 0) co Traffic Data Services Q co O H m co z 00 4-6 N I D QH a O CONN- r N- 71 - CO r LC) O N Cr) N r r N Lt } LC) CO CO r 0) CO LC) CO 71- CO Cr) a 71- r Cr) r N O r N r 6) Or-N-COCOCO r r CO N M ti O)(Dr LON0)00000 00 LID Lf) LID LID CO CO N O 00 N r r N N Ln CO N r r r r r r r r r N U0 f`C_OCOCDrLf)N-r Lf) Li) 0O O 0O N N- r CO CO Ln Ln LID CO CO 00 O) r 71- a) in CY) Cr) 00 Lf) r C) CD CO O N- CO N` CS) LO C5) N Ln Lf) Ln LC) CO Li) 00 C5) N CO N CO O M r r LO LC) I` r CO0otLie) OCOLC)CON r r LID NM71- LO r LO CO N- COtNNr O N 0 CO ti 00 N In r r (fl 000COCOCVr r 20000000000020000000coca a a O o O C:) O o 0 o fl 0_ 9 o o® o o® 0 0 0 0 r(COLticor-oo00r rC�iCri4 Lri(Dr-�c)or 2CCCCCCCCOCr2CCCCCCCCC r (:\j ti CO N Lid O o . 00 7- r Lo N 00 � o O CO CO r o H 0 O CO O O O O CO r N r 0 N O) ON - O 00 O 00t CO `� t.: O r r r O (O a co a CO a CO CO ~ CO O r r Q 0- CO 00 LC) 00 00 00 CO AADT 26,373 ADT 26,373 59 APPENDIX B HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Recent AM ." Movement EBL -Niy l 1- t 4\ EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 118 Future Volume (vph) 118 Ideal Flow (vphpl) 1900 Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 4 34 34 1900 4.5 1.00 0.97 0.97 1596 0.73 1199 45 45 1900 82 82 1900 4 41 20 41 20 1900 1900 4.5 1.00 0.98 0.97 1633 0.72 1206 li 30 30 1900 4.5 1.00 1.00 0.95 1687 0.12 210 tt 625 625 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 46 46 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 li 37 37 1900 4.5 1.00 1.00 0.95 1687 0.29 519 itut 1052 1052 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 33 33 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF 0.90 0.90 Adj. Flow (vph) 131 38 RTOR Reduction (vph) 0 13 Lane Group Flow (vph) 0 206 Heavy Vehicles (%) 12% 12% 0.90 50 0 0 12% 0.90 91 0 0 11% 0.90 46 6 153 11% 0.90 22 0 0 11% 0.90 33 0 33 7% 0.90 694 0 694 7% 0.90 0.90 0.90 51 41 1169 30 0 0 21 41 1169 7% 7% 7% 0.90 37 22 15 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 17.8 17.8 0.21 4.5 3.0 Perm NA 8 8 17.8 17.8 0.21 4.5 3.0 pm+pt 5 2 36.9 36.9 0.44 4.5 3.0 NA 2 33.9 33.9 0.40 4.5 3.0 Perm pm+pt 1 2 6 33.9 36.9 33.9 36.9 0.40 0.44 4.5 4.5 3.0 3.0 33.9 33.9 0.40 4.5 3.0 NA Perm 6 6 33.9 33.9 0.40 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 253 c0.17 0.82 31.7 0.16 17.1 22.1 C 22.1 C 254 0.13 0.60 30.0 1.00 4.0 34.0 C 34.0 C 144 c0.01 0.09 0.23 16.5 1.00 0.8 17.4 B 1356 606 268 1356 606 0.21 0.01 c0.35 0.01 0.06 0.01 0.51 0.03 0.15 0.86 0.02 19.0 15.3 14.1 23.1 15.2 1.00 1.00 1.00 1.00 1.00 1.4 0.1 0.3 7.4 0.1 20.4 15.4 14.4 30.5 15.3 C B B C B 19.9 29.5 B C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 26.0 0.67 84.3 51.9% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 A Synchro 11 Light Report 61 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Recent AM Mil III. Mall.* 1in. Mill jihkims• aill\ t P \D T1T I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations , , , , Traffic Volume (vph) 0 181 0 0 104 0 1 0 14 2 0 0 Future Volume (vph) 0 181 0 0 104 0 1 0 14 2 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.87 1.00 Flt Protected 1.00 1.00 1.00 0.95 Satd. Flow (prot) 1863 1863 1622 1770 Flt Permitted 1.00 1.00 0.99 0.75 Satd. Flow (perm) 1863 1863 1610 1392 Peak -hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 0 199 0 0 114 0 1 0 15 2 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 14 0 0 0 0 Lane Group Flow (vph) 0 199 0 0 114 0 0 2 0 0 2 0 Turn Type NA Protected Phases 4 Permitted Phases 4 8 Actuated Green, G (s) 17.8 Effective Green, g (s) 17.8 Actuated g/C Ratio 0.21 Clearance Time (s) 4.5 Vehicle Extension (s) 3.0 NA Perm NA Perm NA 8 14 14 14 14 17.8 11.6 11.6 17.8 11.6 11.6 0.21 0.14 0.14 4.5 4.5 4.5 3.0 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 393 c0.11 0.51 29.4 1.00 1.0 30.4 C 30.4 C 393 0.06 0.29 27.9 0.72 0.4 20.5 C 20.5 C 221 0.00 0.01 31.4 1.00 0.1 31.5 C 31.5 C 191 c0.00 0.01 31.4 1.00 0.1 31.5 C 31.5 C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 27.0 HCM 2000 Level of Service C 0.14 84.3 Sum of lost time (s) 18.0 21.2% ICU Level of Service A 15 Synchro 11 Light Report 62 Timing Report, Sorted By Phase 1: US85 & WCR32 Recent AM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 38 26 10 38 26 16 Maximum Split (°/0) 11.1% 42.2% 28.9% 11.1% 42.2% 28.9% 17.8% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 48 0 10 48 74 End Time (s) 10 48 74 10 48 74 0 Yield/Force Off (s) 5.5 43.5 69.5 5.5 43.5 69.5 85.5 Yield/Force Off 170(s) 5.5 32.5 58.5 5.5 32.5 58.5 85.5 Local Start Time (s) 80 0 38 80 0 38 64 Local Yield (s) 85.5 33.5 59.5 85.5 33.5 59.5 75.5 Local Yield 170(s) 85.5 22.5 48.5 85.5 22.5 48.5 75.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 1 1 =1 tO2�• r1 x12 _ —12 X014 0 10 S in 6_, a `r0 ' I [II —1 ilk\ 05 —1 Li in _ — 1 —12 41I ill ion 105 33, V°�o`� [i6s Synchro 11 Light Report 63 Queues 1: US85 & WCR32 Recent AM 4\ t t \DP ir I Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 219 159 33 694 51 41 1169 37 v/c Ratio 0.81 0.60 0.17 0.50 0.07 0.13 0.84 0.05 Control Delay 27.9 38.4 14.4 21.2 0.2 13.4 31.1 0.2 Queue Delay 0.0 0.0 2.1 0.0 0.0 0.0 0.0 0.6 Total Delay 27.9 38.4 16.5 21.2 0.2 13.4 31.1 0.8 Queue Length 50th (ft) 26 75 9 160 0 12 327 0 Queue Length 95th (ft) #218 140 25 216 0 29 #468 0 Internal Link Dist (ft) 2 2980 1209 1023 Turn Bay Length (ft) 400 400 750 750 Base Capacity (vph) 327 324 193 1385 694 311 1385 694 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 2 93 0 0 0 0 501 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.67 0.49 0.33 0.50 0.07 0.13 0.84 0.19 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 64 Queues 12: Vasquez & WCR32 Recent AM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 199 114 16 2 v/c Ratio 0.50 0.28 0.05 0.01 Control Delay 33.5 21.8 0.3 34.5 Queue Delay 0.8 0.0 0.0 0.0 Total Delay 34.3 21.8 0.3 34.5 Queue Length 50th (ft) 97 38 0 1 Queue Length 95th (ft) 162 69 0 8 Internal Link Dist (ft) 1383 2 1063 937 Turn Bay Length (ft) Base Capacity (vph) 491 491 336 196 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 111 0 13 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.52 0.23 0.05 0.01 Intersection Summary Synchro 11 Light Report 65 HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Recent PM ." Movement EBL -Niy l 1- t 4\ EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 165 165 1900 4 26 26 1900 4.5 1.00 0.98 0.97 1600 0.68 1131 40 40 1900 64 64 1900 44 39 39 1900 4.5 1.00 0.96 0.98 1613 0.80 1328 38 38 1900 34 34 1900 4.5 1.00 1.00 0.95 1687 0.21 369 tt 1174 1174 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 49 49 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 22 22 1900 4.5 1.00 1.00 0.95 1687 0.12 205 tt 786 786 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 41 41 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.94 176 0 0 12% 0.94 28 8 239 12% 0.94 43 0 0 12% 0.94 68 0 0 11% 0.94 0.94 41 40 15 0 134 0 11% 11% 0.94 36 0 36 7% 0.94 1249 0 1249 7% 0.94 0.94 52 23 31 0 21 23 7% 7% 0.94 836 0 836 7% 0.94 44 27 17 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 20.4 20.4 0.23 4.5 3.0 Perm NA 8 8 20.4 20.4 0.23 4.5 3.0 pm+pt 5 2 38.7 38.7 0.44 4.5 3.0 NA Perm pm+pt 2 1 2 6 35.6 35.6 36.7 35.6 35.6 36.7 0.41 0.41 0.42 4.5 4.5 4.5 3.0 3.0 3.0 NA Perm 6 6 34.6 34.6 34.6 34.6 0.39 0.39 4.5 4.5 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 263 c0.21 0.91 32.7 0.20 29.9 36.5 D 36.5 D 308 209 1369 612 121 1331 595 c0.01 c0.37 0.00 0.25 0.10 0.07 0.01 0.07 0.01 0.44 0.17 0.91 0.03 0.19 0.63 0.03 28.7 15.1 24.6 15.7 18.6 21.4 16.3 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.4 10.8 0.1 0.8 2.3 0.1 29.7 15.5 35.3 15.8 19.3 23.6 16.4 C B D B B C B 29.7 34.0 23.2 C C C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 30.3 0.74 87.7 59.6% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 B Synchro 11 Light Report 66 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Recent PM Mil III. Mall.* 1in. Mill jihkims• aill\ t P \D T1T I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations , , , , Traffic Volume (vph) 0 210 1 0 114 0 1 1 21 0 0 2 Future Volume (vph) 0 210 1 0 114 0 1 1 21 0 0 2 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.88 0.86 Flt Protected 1.00 1.00 1.00 1.00 Satd. Flow (prot) 1862 1863 1629 1611 Flt Permitted 1.00 1.00 0.99 1.00 Satd. Flow (perm) 1862 1863 1620 1611 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 223 1 0 121 0 1 1 22 0 0 2 RTOR Reduction (vph) 0 0 0 0 0 0 0 19 0 0 2 0 Lane Group Flow (vph) 0 224 0 0 121 0 0 5 0 0 0 0 Turn Type NA Protected Phases 4 Permitted Phases 4 8 Actuated Green, G (s) 20.4 Effective Green, g (s) 20.4 Actuated g/C Ratio 0.23 Clearance Time (s) 4.5 Vehicle Extension (s) 3.0 NA Perm NA NA 8 14 14 14 14 20.4 11.6 11.6 20.4 11.6 11.6 0.23 0.13 0.13 4.5 4.5 4.5 3.0 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 433 c0.12 0.52 29.4 1.00 1.0 30.4 C 30.4 C 433 214 213 0.06 0.28 27.6 0.81 0.4 22.6 C 22.6 C c0.00 0.02 33.1 1.00 0.2 33.3 C 33.3 C 0.00 0.00 33.0 1.00 0.0 33.0 C 33.0 C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 28.1 HCM 2000 Level of Service C 0.16 87.7 Sum of lost time (s) 18.0 22.8% ICU Level of Service A 15 Synchro 11 Light Report 67 Timing Report, Sorted By Phase 1: US85 & WCR32 Recent PM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 38 26 10 38 26 16 Maximum Split (°/0) 11.1% 42.2% 28.9% 11.1% 42.2% 28.9% 17.8% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 48 0 10 48 74 End Time (s) 10 48 74 10 48 74 0 Yield/Force Off (s) 5.5 43.5 69.5 5.5 43.5 69.5 85.5 Yield/Force Off 170(s) 5.5 32.5 58.5 5.5 32.5 58.5 85.5 Local Start Time (s) 80 0 38 80 0 38 64 Local Yield (s) 85.5 33.5 59.5 85.5 33.5 59.5 75.5 Local Yield 170(s) 85.5 22.5 48.5 85.5 22.5 48.5 75.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 100 Splits and Phases: 1: US85 & WCR32 1 1 = 1 tO2�• r1 x12 _ — 12 X014 0 10 S in 6_, a `r0 ' I [II —1 —1 in _ — 1 — 12 41I ill ion j2s 6 S isil 16 S _ Synchro 11 Light Report 68 Queues 1: US85 & WCR32 Recent PM 4\ t t ', ir I Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 247 149 36 1249 52 23 836 44 v/c Ratio 0.89 0.45 0.14 0.88 0.07 0.12 0.62 0.07 Control Delay 40.2 29.7 13.9 33.3 0.2 13.9 24.1 0.2 Queue Delay 0.0 0.1 4.7 0.0 0.0 0.0 0.0 3.9 Total Delay 40.2 29.8 18.6 33.3 0.2 13.9 24.1 4.1 Queue Length 50th (ft) 50 63 10 293 0 7 205 0 Queue Length 95th (ft) #275 121 26 #520 0 19 271 0 Internal Link Dist (ft) 7 2980 1209 1023 Turn Bay Length (ft) 400 400 750 750 Base Capacity (vph) 296 352 249 1414 706 185 1339 675 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 8 167 0 0 0 0 573 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.83 0.43 0.44 0.88 0.07 0.12 0.62 0.43 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 69 Queues 12: Vasquez & WCR32 Recent PM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 224 121 24 2 v/c Ratio 0.50 0.27 0.10 0.00 Control Delay 33.2 23.7 16.9 0.0 Queue Delay 0.7 0.0 0.0 0.0 Total Delay 33.9 23.7 16.9 0.0 Queue Length 50th (ft) 111 46 1 0 Queue Length 95th (ft) 182 80 24 0 Internal Link Dist (ft) 1383 7 1063 980 Turn Bay Length (ft) Base Capacity (vph) 474 475 240 1002 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 75 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.56 0.25 0.10 0.00 Intersection Summary Synchro 11 Light Report 70 HCM 6th TWSC 2: WCR35 & WCR32 Recent AM Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 6 6 0 Free M. 90 15 7 Major/Minor Major1 4 95 95 0 Free 0 0 90 15 106 7 7 0 Free None 90 15 8 3 3 0 Free M. 90 14 3 Major2 4 90 90 0 Free 0 0 90 14 100 1 2 1 2 0 0 Free Stop None - MI MI 90 90 14 9 1 2 4 0 0 0 Stop M. 0 0 90 9 0 1 3 1 3 0 0 Stop Stop None - 90 90 9 13 1 3 Minor1 Minor2 4 0 0 0 Stop 0 0 90 13 0 4 4 0 Stop None MI 90 13 4 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 101 4.25 M. 2.335 1414 M. 1414 M. Approach EB 0 0 114 0 0 233 231 110 232 235 - - - 124 124 - 107 107 - - - 109 107 - 125 128 - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 707 657 925 700 647 925 - - - 863 780 - 872 786 - - - 879 793 - 853 769 - 4.24 - 2.326 - 1404 - 1404 M. M. WB MI 101 6.33 M. M. - 700 652 925 695 642 925 - 700 652 - 695 642 - 859 776 - 868 784 - 873 791 - 848 765 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt 0.2 9.7 9.5 A A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 762 1414 0.004 0.005 9.7 7.6 0 A A A 0 0 - 1404 - 0.002 - 7.6 0 - A A - 0 - 810 - 0.01 - 9.5 - A - 0 Synchro 11 Light Report 71 HCM 6th TWSC 2: WCR35 & WCR32 Recent PM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 10 10 0 Free M. 85 15 12 Major/Minor Major1 4 84 84 0 Free 0 0 85 15 99 2 2 0 Free None 100 15 2 0 0 0 Free M. M. 85 14 0 Major2 4 81 1 4 81 1 4 0 0 0 Free Free Stop - None - 0 0 85 14 95 MI MI 85 85 14 9 1 5 0 1 0 0 7 0 1 0 0 7 0 0 0 0 0 Stop Stop Stop Stop Stop None - - None M. 0 0 85 9 0 85 85 9 13 1 0 Minor1 Minor2 0 0 85 13 0 MI 85 13 8 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1420 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1420 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 96 0 0 101 M. M. - 4.24 M. - 2.326 - 1419 M. - 1419 M. M. WB 0 0 224 220 100 221 221 - 124 124 - 96 96 - 100 96 - 125 125 - 7.19 6.59 6.29 7.23 6.63 - 6.19 5.59 - 6.23 5.63 - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 717 666 937 712 659 931 - 863 780 - 884 795 - 889 802 - 853 772 MI 96 6.33 M. M. - 706 660 937 706 653 931 - 706 660 - 706 653 - 855 773 - 876 795 - 881 802 - 844 765 NB SB M. HCM Control Delay, s 0.8 HCM LOS Minor Lane/Major Mvmt 0 9.9 8.9 A A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 743 1420 0.008 0.008 9.9 7.6 A A A 0 0 - - 1419 - - 931 - - - - - 0.009 0 - 0 - - 8.9 - A - - A - - 0 - - 0 Synchro 11 Light Report 72 HCM 6th AWSC 3: WCR39 & WCR32 Recent AM Intersection Intersection Delay, s/veh Intersection LOS Movement 8 A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach S 44 S 44 24 30 19 1 44 3 18 22 0 6 52 36 24 30 19 1 44 3 18 22 0 6 52 36 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 15 15 15 23 23 23 13 13 13 12 12 12 28 35 22 1 52 4 21 26 0 7 61 42 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.1 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8 A NB 1 WB 1 EB 1 7.9 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 45% 33% 55% 41% 0% 26% Stop Stop 40 73 18 24 22 30 0 19 47 86 1 1 0.061 0.107 4.671 4.493 Yes Yes 769 800 2.683 2.506 0.061 0.107 8 8 A A 0.2 0.4 2% 6% 92% 55% 6% 38% Stop Stop 48 94 1 6 44 52 3 36 56 111 1 1 0.074 0.132 4.717 4.283 Yes Yes 762 840 2.731 2.292 0.073 0.132 8.1 7.9 A A 0.2 0.5 Synchro 11 Light Report 73 HCM 6th AWSC 3: WCR39 & WCR32 Recent PM Intersection Intersection Delay, s/veh 7.9 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 28 27 18 1 37 22 16 55 1 5 42 16 28 27 18 1 37 22 16 55 1 5 42 16 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 15 15 15 23 23 23 13 13 13 12 12 12 29 28 19 1 39 23 17 57 1 5 44 17 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8 A NBLn1 EBLn1 EB 1 NB 1 SB 1 7.9 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8 A NB 1 WB 1 EB 1 7.8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 22% 38% 76% 37% 1% 25% Stop Stop 72 73 16 28 55 27 1 18 75 76 1 1 0.095 0.095 4.554 4.484 Yes Yes 790 802 2.565 2.494 0.095 0.095 8 8 A A 0.3 0.3 2% 62% 37% Stop 60 1 37 22 62 1 0.078 4.489 Yes 801 2.5 0.077 7.9 A 0.3 8% 67% 25% Stop 63 5 42 16 66 1 0.08 4.377 Yes 821 2.389 0.08 7.8 A 0.3 Synchro 11 Light Report 74 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Recent AM Intersection Int Delay, s/veh Movement 3.6 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 37 37 0 Stop M. 100 ,# 0 0 85 2 44 27 27 0 Stop None 0 85 2 32 t 54 54 0 Free 0 0 85 13 64 ri 2 2 0 Free None 500 M. 85 13 2 li 12 12 0 Free 350 85 12 14 Minor1 Major1 Major2 t 56 56 0 Free None 0 0 85 12 66 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 158 64 0 0 66 0 64 - - 94 - - 6.42 6.22 - - 4.22 5.42 - - 5.42 - - 3.518 3.318 - - 2.308 833 1000 - - 1474 959 - - 930 - - 826 1000 826 959 922 Approach WB M. M. M. M. - 1474 BM NB SB MI MI MI MI HCM Control Delay, s 9.2 0 1.3 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 826 1000 1474 - 0.053 0.032 0.01 - 9.6 8.7 7.5 - AAA - 0.2 0.1 0 Synchro 11 Light Report 75 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Recent PM Intersection Int Delay, s/veh 2.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 19 19 0 Stop M. 100 ,# 0 0 85 2 22 12 12 0 Stop None 0 85 2 14 t 79 79 0 Free 0 0 85 13 93 r 'I t 31 24 42 31 24 42 0 0 0 Free Free Free None - None 500 350 - - - 0 - - 0 85 85 85 13 12 12 36 28 49 Minor1 Major1 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 198 93 105 6.42 6.22 5.42 5.42 - 3.518 3.318 791 964 931 919 775 964 775 931 901 Approach WB 93 0 0 129 NB M. M. - 4.22 M. - 2.308 - 1397 M. M. - 1397 M. M. SB 0 MI MI MI MI MI MI MI MI HCM Control Delay, s 9.4 HCM LOS A 0 2.8 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 775 964 1397 - 0.029 0.015 0.02 - 9.8 8.8 7.6 - AAA - 0.1 0 0.1 Synchro 11 Light Report 76 HCM 6th TWSC 5: WCR39 & WCR38 Recent AM Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 3 3 0 Stop M. 87 18 3 Minor2 4 4 4 0 Stop 0 0 87 18 5 13 13 0 Stop None 87 18 15 8 8 0 Stop M. M. 87 44 9 Minor1 4 0 0 0 Stop 0 0 87 44 0 2 2 0 Stop None MI MI 87 44 2 4 4 0 Free 87 18 5 Major1 4 68 68 0 Free M. 0 0 87 18 78 18 18 0 Free None 87 18 21 17 17 0 Free 87 19 20 Major2 4 55 55 0 Free 0 0 87 19 63 14 14 0 Free None MI 87 19 16 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 211 111 100 7.28 6.28 6.28 3.662 713 857 868 220 111 109 6.68 5.68 5.68 4.162 651 774 775 71 6.38 3.462 949 220 99 121 7.54 6.54 6.54 3.896 655 814 791 218 99 119 6.94 5.94 5.94 4.396 613 738 723 89 79 MI MI 6.64 4.28 3.696 2.362 865 1424 MI M 701 639 949 632 601 865 1424 701 639 - 632 601 854 762 - 811 735 862 772 - 762 712 Approach EB WB MI mi NB 0 0 99 - 4.29 - 2.371 - 1394 - 1394 SB 0 0 HCM Control Delay, s 9.5 HCM LOS A Minor Lane/Major Mvmt NBL 10.5 B 0.3 NBT NBR EBLn1WBLn1 SBL SBT SBR 1.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1424 0.003 7.5 A 0 - - 825 668 1394 - -0.0280.0170.014 0 - 9.5 10.5 7.6 A - ABA - - 0.1 0.1 0 M. 0 A M. Synchro 11 Light Report 77 HCM 6th TWSC 5: WCR39 & WCR38 Recent PM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 5 5 0 Stop M. 89 18 6 Minor2 4 0 0 0 Stop 0 0 89 18 0 2 2 0 Stop None 89 18 2 4 4 0 Stop M. M. 89 44 4 Minor1 4 0 0 0 Stop 0 0 89 44 0 3 3 0 Stop None MI MI 89 44 3 3 3 0 Free 4 109 109 0 Free M. 0 - 0 89 89 18 18 3 122 Major1 0 0 0 Free None 5 5 0 Free 89 89 18 19 0 6 Major2 4 66 66 0 Free 0 0 89 19 74 2 2 0 Free None MI 89 19 2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 217 87 130 7.28 6.28 6.28 3.662 706 883 837 215 87 128 6.68 5.68 5.68 4.162 656 793 760 75 6.38 3.462 944 216 128 88 7.54 6.54 6.54 3.896 659 784 826 216 128 88 6.94 5.94 5.94 4.396 614 716 747 122 76 0 0 122 MI MI 6.64 4.28 3.696 2.362 827 1427 MI M 700 651 944 654 610 827 1427 700 651 - 654 610 881 789 - 782 715 832 758 - 820 743 Approach EB MI MI WB NB - 4.29 - 2.371 - 1366 - 1366 SB 0 0 HCM Control Delay, s 9.8 HCM LOS A 10.1 0.2 B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1427 0.002 7.5 A 0 - - 756 718 1366 - - 0.01 0.011 0.004 0 - 9.8 10.1 7.6 A - A B A - - 0 0 0 M. 0 A M. Synchro 11 Light Report 78 HCM 6th AWSC 6: WCR39 & WCR44 Recent AM Intersection Intersection Delay, s/veh Intersection LOS Movement 8 A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 3 3 0.91 23 3 0 EB 4 35 6 35 6 0.91 0.91 23 23 38 7 1 0 44 S 44 30 32 8 12 66 28 14 48 2 30 32 8 12 66 28 14 48 2 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 33 35 9 13 73 31 15 53 2 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.1 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.3 A WBLn1 SBLn1 SB 1 EB 1 WB 1 7.9 A NB 1 WB 1 EB 1 7.9 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 11% 7% 62% 80% 26% 14% Stop Stop 106 44 12 3 66 35 28 6 116 48 1 1 0.137 0.064 4.237 4.735 Yes Yes 849 759 2.246 2.748 0.137 0.063 7.9 8.1 A A 0.5 0.2 43% 46% 11% Stop 70 30 32 8 77 1 0.101 4.734 Yes 759 2.748 0.101 8.3 A 0.3 22% 75% 3% Stop 64 14 48 2 70 1 0.086 4.426 Yes 812 2.437 0.086 7.9 A 0.3 Synchro 11 Light Report 79 HCM 6th AWSC 6: WCR39 & WCR44 Recent PM Intersection Intersection Delay, s/veh 8.2 Intersection LOS Movement A EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 0 0 0.91 23 0 0 4 19 5 19 5 0.91 0.91 23 23 21 5 1 0 EB 44 S 44 30 39 13 11 110 26 13 56 5 30 39 13 11 110 26 13 56 5 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 33 43 14 12 121 29 14 62 5 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.5 A VVBLn1 SBLn1 SB 1 EB 1 WB 1 8.3 A NB 1 WB 1 EB 1 7.9 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 7% 0% 75% 79% 18% 21% Stop Stop 147 24 11 0 110 19 26 5 162 26 1 1 0.192 0.035 4.275 4.826 Yes Yes 843 743 2.285 2.844 0.192 0.035 8.3 8 A A 0.7 0.1 37% 48% 16% Stop 82 30 39 13 90 1 0.12 4.797 Yes 750 2.813 0.12 8.5 A 0.4 18% 76% 7% Stop 74 13 56 5 81 1 0.1 4.425 Yes 812 2.437 0.1 7.9 A 0.3 Synchro 11 Light Report 80 UNSIGNALIZED INTERSECTIONS Level -of -Service Average Total sec/veh Delay A <10 B > 10 and < 15 C > 15 and < 25 D >25and<35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level -of -Service Average Delay Total sec/veh A <10 B > 10 and < 20 C >20and <35 D > 35 and < 55 E > 55 and < 80 F > 80 81 APPENDIX C C O r O U 00fit3/4% o zw CnW DC J w D D ILt 0 0_ O r Q Q W 6 z � o C'') g H Fj. ti,j- Z co `es - Q (n 2 3 } Zo �w I- 2m 00cc W C� U - op W w Z Q J W Z 0. J � < z 06O N 06 r Z 06 W W W a Z Q J Z J it W 0 � � O it O N N O O a a CD a CO EB PM 195 VPH-20L0 III CL n n >>> oinO 71- MN 222 Qf< CO CO CO Co O O O CO O a N O CD r O O O a O Oa O O C O O C a CD PM 345 VPH CD ® n M 2 Q 0 D 0 W 0 w O W 43 C) O _O a) E 0 D O a) O a) O a3 "C � Co Lo co 73 0 cci wP O C O E E O a3 O E Q O tB Q C C O O z (t 0 1- L C a -4--# CL {0 MINOR STREET APPROACH - VPH 83 C 0 r U - co W w Z Q J W Z 0. J � < z 06O N ca r z 06 w W w a z Q J Z J it W 0 � � O tt 0 N O O 0 0 0 0 M 0 0 N 2= 0_ 0_ >> UD 0 N 22 0_ Q mm 2 2 0_ a- >> o 03 co Q 0_ mm W III 0 0 CO 0 0 N 0 0 0 0 0 0 0 Oa 0 0 0 0 0 0 PM 435 VPH 0 2 0 D 0 2 W 0 w O 2 W O O z 43 C) O _O a) E 0 D O a) O a) O a3 "C co� Co Lo co cci wP O C 0 E "j E O a3 O E 0 tB Q C C {t 0 0 1- L C a -4--# CO MINOR STREET APPROACH - VPH 84 APPENDIX D HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Short Background AM ." Movement EBL -Niy l 1- t 4\ t t ', ir I EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 127 127 1900 4 37 37 1900 4.5 1.00 0.97 0.97 1596 0.72 1187 49 49 1900 89 89 1900 4 44 44 1900 4.5 1.00 0.98 0.97 1632 0.71 1195 22 22 1900 ii 32 32 1900 4.5 1.00 1.00 0.95 1687 0.12 210 tt 675 675 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 50 50 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 li 40 40 1900 4.5 1.00 1.00 0.95 1687 0.26 460 etut 1136 1136 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 36 36 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.90 141 0 0 12% 0.90 0.90 41 54 12 0 224 0 12% 12% 0.90 99 0 0 11% 0.90 49 7 165 11% 0.90 24 0 0 11% 0.90 36 0 36 7% 0.90 750 0 750 7% 0.90 56 34 22 7% 0.90 44 0 44 7% 0.90 1262 0 1262 7% 0.90 40 24 16 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 18.7 18.7 0.22 4.5 3.0 Perm NA 8 8 18.7 18.7 0.22 4.5 3.0 pm+pt 5 2 36.9 36.9 0.43 4.5 3.0 NA 2 33.8 33.8 0.40 4.5 3.0 Perm pm+pt 1 2 6 33.8 36.9 33.8 36.9 0.40 0.43 4.5 4.5 3.0 3.0 33.8 33.8 0.40 4.5 3.0 NA Perm 6 6 33.8 33.8 0.40 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 260 c0.19 0.86 32.0 0.17 22.1 27.4 C 27.4 C 262 144 1338 598 243 1338 598 c0.01 0.22 0.01 c0.37 0.14 0.10 0.01 0.07 0.01 0.63 0.25 0.56 0.04 0.18 0.94 0.03 30.1 18.0 19.9 15.7 14.7 24.8 15.7 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.7 0.9 1.7 0.1 0.4 14.3 0.1 34.8 18.9 21.6 15.9 15.0 39.1 15.8 C B C B B D B 34.8 21.1 37.6 C C D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 31.2 0.72 85.2 55.5% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 B Synchro 11 Light Report 86 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Short Background AM ." -Niy l 1- t 4\ t t ', ir I Movement EBL EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 196 0 0 112 0 1 0 15 2 0 0 Future Volume (vph) 0 196 0 0 112 0 1 0 15 2 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.87 1.00 Flt Protected 1.00 1.00 1.00 0.95 Satd. Flow (prot) 1863 1863 1621 1770 Flt Permitted 1.00 1.00 0.99 0.75 Satd. Flow (perm) 1863 1863 1610 1390 Peak -hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 0 215 0 0 123 0 1 0 16 2 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 15 0 0 0 0 Lane Group Flow (vph) 0 215 0 0 123 0 0 2 0 0 2 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) NA 4 4 8 18.7 18.7 0.22 4.5 3.0 NA Perm NA Perm NA 8 14 14 14 14 18.7 11.6 11.6 18.7 11.6 11.6 0.22 0.14 0.14 4.5 4.5 4.5 3.0 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 408 c0.12 0.53 29.3 1.00 1.2 30.6 C 30.6 C 408 0.07 0.30 27.8 0.73 0.4 20.8 C 20.8 C 219 0.00 0.01 31.8 1.00 0.1 31.9 C 31.9 C 189 c0.00 0.01 31.8 1.00 0.1 31.9 C 31.9 C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 27.3 HCM 2000 Level of Service C 0.15 85.2 Sum of lost time (s) 18.0 22.0% ICU Level of Service A 15 Synchro 11 Light Report 87 Timing Report, Sorted By Phase 1: US85 & WCR32 Short Background AM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 38 26 10 38 26 16 Maximum Split (°/0) 11.1% 42.2% 28.9% 11.1% 42.2% 28.9% 17.8% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 48 0 10 48 74 End Time (s) 10 48 74 10 48 74 0 Yield/Force Off (s) 5.5 43.5 69.5 5.5 43.5 69.5 85.5 Yield/Force Off 170(s) 5.5 32.5 58.5 5.5 32.5 58.5 85.5 Local Start Time (s) 80 0 38 80 0 38 64 Local Yield (s) 85.5 33.5 59.5 85.5 33.5 59.5 75.5 Local Yield 170(s) 85.5 22.5 48.5 85.5 22.5 48.5 75.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 1 1 = 1 tO2�• r1 x12 _ — 12 X014 0 10 S in 6_, a `r0 ' I [II —1 —1 in _ — 1 — 12 41I ill ion j2s 6 S isil 16 S _ Synchro 11 Light Report 88 Queues 1: US85 & WCR32 Short Background AM 4\ t t \D ir I Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 236 172 36 750 56 44 1262 40 v/c Ratio 0.85 0.63 0.19 0.55 0.08 0.15 0.92 0.06 Control Delay 32.6 39.4 14.8 22.2 0.2 13.8 38.0 0.2 Queue Delay 0.0 0.1 3.3 0.0 0.0 0.0 0.0 1.7 Total Delay 32.6 39.4 18.1 22.2 0.2 13.8 38.0 1.8 Queue Length 50th (ft) 36 82 10 177 0 13 '375 0 Queue Length 95th (ft) #244 151 26 237 0 31 #528 0 Internal Link Dist (ft) 2 2980 1209 1023 Turn Bay Length (ft) 400 400 750 750 Base Capacity (vph) 320 317 191 1369 688 285 1369 688 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 3 101 0 0 0 0 554 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.74 0.55 0.40 0.55 0.08 0.15 0.92 0.30 Intersection Summary Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 89 Queues 12: Vasquez & WCR32 Short Background AM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 215 123 17 2 v/c Ratio 0.51 0.29 0.05 0.01 Control Delay 33.8 22.2 0.3 34.5 Queue Delay 1.2 0.0 0.0 0.0 Total Delay 35.0 22.2 0.3 34.5 Queue Length 50th (ft) 105 42 0 1 Queue Length 95th (ft) 175 75 0 8 Internal Link Dist (ft) 1383 2 1063 937 Turn Bay Length (ft) Base Capacity (vph) 485 485 333 193 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 119 0 17 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.59 0.25 0.05 0.01 Intersection Summary Synchro 11 Light Report 90 HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Short Background PM ." Movement EBL -Niy l 1- t 4\ t t ', ir I EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 178 178 1900 4 28 28 1900 4.5 1.00 0.98 0.97 1600 0.66 1093 43 43 1900 69 69 1900 44 42 42 1900 4.5 1.00 0.96 0.98 1613 0.80 1319 ii 41 37 41 37 1900 1900 4.5 1.00 1.00 0.95 1687 0.20 363 tt 1268 1268 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 53 53 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 24 24 1900 4.5 1.00 1.00 0.95 1687 0.08 149 tet 849 849 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 44 44 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.94 189 0 0 12% 0.94 30 7 258 12% 0.94 46 0 0 12% 0.94 73 0 0 11% 0.94 45 12 150 11% 0.94 44 0 0 11% 0.94 39 0 39 7% 0.94 1349 0 1349 7% 0.94 0.94 56 26 31 0 25 26 7% 7% 0.94 903 0 903 7% 0.94 47 26 21 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 26.7 26.7 0.25 4.5 3.0 Perm NA 8 8 26.7 26.7 0.25 4.5 3.0 pm+pt 5 2 50.9 50.9 0.48 4.5 3.0 NA Perm pm+pt 2 1 2 6 47.7 47.7 50.9 47.7 47.7 50.9 0.45 0.45 0.48 4.5 4.5 4.5 3.0 3.0 3.0 NA Perm 6 6 47.7 47.7 47.7 47.7 0.45 0.45 4.5 4.5 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 272 c0.24 0.95 39.5 0.19 38.0 45.5 D 45.5 D 328 212 1502 672 116 1502 672 0.01 c0.40 c0.01 0.27 0.11 0.08 0.02 0.10 0.01 0.46 0.18 0.90 0.04 0.22 0.60 0.03 34.1 16.5 27.5 16.7 20.7 22.5 16.7 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.4 8.9 0.1 1.0 1.8 0.1 35.1 16.9 36.3 16.9 21.7 24.3 16.8 D B D B C C B 35.1 35.0 23.9 D D C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 32.2 0.77 107.1 63.2% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 B Synchro 11 Light Report 91 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Short Background PM , —up 7 i t `t T P \► 1 r Movement EBL EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 226 1 0 123 0 1 1 23 0 0 2 Future Volume (vph) 0 226 1 0 123 0 1 1 23 0 0 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.88 0.86 Flt Protected 1.00 1.00 1.00 1.00 Satd. Flow (prot) 1862 1863 1627 1611 Flt Permitted 1.00 1.00 0.99 1.00 Satd. Flow (perm) 1862 1863 1619 1611 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 240 1 0 131 0 1 1 24 0 0 2 RTOR Reduction (vph) 0 0 0 0 0 0 0 21 0 0 2 0 Lane Group Flow (vph) 0 241 0 0 131 0 0 5 0 0 0 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) NA 4 4 8 26.7 26.7 0.25 4.5 3.0 NA Perm NA 8 14 14 26.7 26.7 0.25 4.5 3.0 11.5 11.5 0.11 4.5 3.0 14 NA 14 11.5 11.5 0.11 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 464 c0.13 0.52 34.7 1.00 1.0 35.7 D 35.7 D 464 0.07 0.28 32.5 0.81 0.3 26.7 C 26.7 C 173 c0.00 0.03 42.8 1.00 0.3 43.1 D 43.1 D 172 0.00 0.00 42.7 1.00 0.0 42.7 D 42.7 D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 33.2 HCM 2000 Level of Service C 0.16 107.1 Sum of lost time (s) 18.0 23.6% ICU Level of Service A 15 Synchro 11 Light Report 92 Timing Report, Sorted By Phase 1: US85 & WCR32 Short Background PM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 52 32 10 52 32 16 Maximum Split (°/0) 9.1% 47.3% 29.1% 9.1% 47.3% 29.1% 14.5% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 62 0 10 62 94 End Time (s) 10 62 94 10 62 94 0 Yield/Force Off (s) 5.5 57.5 89.5 5.5 57.5 89.5 105.5 Yield/Force Off 170(s) 5.5 46.5 78.5 5.5 46.5 78.5 105.5 Local Start Time (s) 100 0 52 100 0 52 84 Local Yield (s) 105.5 47.5 79.5 105.5 47.5 79.5 95.5 Local Yield 170(s) 105.5 36.5 68.5 105.5 36.5 68.5 95.5 Intersection Summary Cycle Length Control Type Natural Cycle 110 Semi Act-Uncoord 110 Splits and Phases: 1: US85 & WCR32 I I 1 =-i 402 �1 =12 •B 12 illI 114 10 = $52s . -- 1 I :A --1 CBr, ;Zit 1 -� 1 iii. Lyn �_ 1■ c .Ill _ , - Synchro 11 Light Report 93 Queues 1: US85 & WCR32 Short Background PM 4\ t t ', ir I Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 265 162 39 1349 56 26 903 47 v/c Ratio 0.93 0.47 0.16 0.88 0.08 0.17 0.59 0.06 Control Delay 48.4 35.8 14.6 35.5 0.6 15.5 24.3 0.2 Queue Delay 0.0 0.1 31.5 0.0 0.0 0.0 0.0 9.9 Total Delay 48.4 35.9 46.1 35.5 0.6 15.5 24.3 10.0 Queue Length 50th (ft) 75 88 13 464 0 9 254 0 Queue Length 95th (ft) #345 156 30 #618 4 23 322 0 Internal Link Dist (ft) 7 2980 1209 1023 Turn Bay Length (ft) 400 400 750 750 Base Capacity (vph) 293 357 244 1527 740 152 1527 740 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 8 195 0 0 0 0 662 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.90 0.46 0.80 0.88 0.08 0.17 0.59 0.60 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 94 Queues 12: Vasquez & WCR32 Short Background PM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 241 131 26 2 v/c Ratio 0.51 0.28 0.13 0.00 Control Delay 38.8 28.1 20.0 0.0 Queue Delay 0.8 0.0 0.0 0.0 Total Delay 39.7 28.1 20.0 0.0 Queue Length 50th (ft) 147 59 1 0 Queue Length 95th (ft) 227 98 28 0 Internal Link Dist (ft) 1383 7 1063 980 Turn Bay Length (ft) Base Capacity (vph) 488 488 198 985 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 80 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.59 0.27 0.13 0.00 Intersection Summary Synchro 11 Light Report 95 HCM 6th TWSC 2: WCR35 & WCR32 Short Background AM Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 6 6 0 Free M. 90 15 7 Major/Minor Major1 4 103 103 0 Free 0 0 90 15 114 8 8 0 Free None 90 15 9 3 3 0 Free M. 90 14 3 Major2 4 97 97 0 Free 0 0 90 14 108 1 2 1 2 0 0 Free Stop None - MI MI 90 90 14 9 1 2 4 0 0 0 Stop M. 0 0 90 9 0 1 3 1 3 0 0 Stop Stop None - 90 90 9 13 1 3 Minor1 Minor2 4 0 0 0 Stop 0 0 90 13 0 4 4 0 Stop None MI 90 13 4 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 109 4.25 M. 2.335 1404 M. 1404 M. Approach EB 0 0 123 0 0 250 248 119 248 252 - - - 133 133 - 115 115 - - - 117 115 - 133 137 - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 689 643 914 683 633 916 - - - 854 773 - 864 780 - - - 871 787 - 845 763 - 4.24 - 2.326 - 1393 - 1393 M. M. WB MI 109 6.33 M. M. - 682 638 914 678 629 916 - 682 638 - 678 629 - 850 769 - 860 778 - 865 785 - 840 759 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt 0.2 9.9 9.6 A A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 745 1404 0.004 0.005 9.9 7.6 0 A A A 0 0 - 1393 - 0.002 - 7.6 0 - A A - 0 - 796 - 0.01 - 9.6 - A - 0 Synchro 11 Light Report 96 HCM 6th TWSC 2: WCR35 & WCR32 Short Background PM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 11 11 0 Free M. 85 15 13 Major/Minor Major1 4 91 2 0 91 2 0 0 0 0 Free Free Free - None 0 0 85 15 107 100 15 2 M. M. 85 14 0 Major2 4 87 87 0 Free 0 0 85 14 102 1 4 1 4 0 0 Free Stop None - MI MI 85 85 14 9 1 5 0 1 0 0 8 0 1 0 0 8 0 0 0 0 0 Stop Stop Stop Stop Stop None - - None M. 0 0 85 9 0 85 85 9 13 1 0 Minor1 Minor2 0 0 85 13 0 MI 85 13 9 Conflicting Flow All 103 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1411 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1411 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 109 M. M. - 4.24 M. - 2.326 - 1410 M. - 1410 M. M. WB 0 0 241 237 108 238 238 - 134 134 - 103 103 - 107 103 - 135 135 - 7.19 6.59 6.29 7.23 6.63 - 6.19 5.59 - 6.23 5.63 - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 699 652 927 694 644 923 - 853 772 - 877 789 - 882 796 - 843 764 MI 103 6.33 M. M. - 686 645 927 688 638 923 - 686 645 - 688 638 - 844 764 - 868 789 - 873 796 - 834 756 NB SB M. HCM Control Delay, s 0.8 HCM LOS Minor Lane/Major Mvmt 0 10 8.9 B A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 724 1411 0.008 0.009 10 7.6 0 B A A 0 0 - 1410 - - 923 - - - - 0.01 - 0 - - 8.9 - A - - A - 0 - - 0 Synchro 11 Light Report 97 HCM 6th AWSC 3: WCR39 & WCR32 Short Background AM Intersection Intersection Delay, s/veh 8.1 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 26 32 21 1 48 3 19 24 0 6 56 39 26 32 21 1 48 3 19 24 0 6 56 39 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 15 15 15 23 23 23 13 13 13 12 12 12 31 38 25 1 56 4 22 28 0 7 66 46 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.1 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.2 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.1 A NB 1 WB 1 EB 1 8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 44% 33% 56% 41% 0% 27% Stop Stop 43 79 19 26 24 32 0 21 51 93 1 1 0.066 0.117 4.711 4.525 Yes Yes 763 795 2.724 2.539 0.067 0.117 8.1 8.1 A A 0.2 0.4 2% 6% 92% 55% 6% 39% Stop Stop 52 101 1 6 48 56 3 39 61 119 1 1 0.081 0.142 4.758 4.315 Yes Yes 756 834 2.772 2.327 0.081 0.143 8.2 8 A A 0.3 0.5 Synchro 11 Light Report 98 HCM 6th AWSC 3: WCR39 & WCR32 Short Background PM Intersection Intersection Delay, s/veh Intersection LOS Movement 8 A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 30 30 0.96 15 31 0 EB 4 29 19 29 19 0.96 0.96 15 15 30 20 1 0 1 40 24 17 59 1 5 45 17 1 40 24 17 59 1 5 45 17 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 23 23 23 13 13 13 12 12 12 1 42 25 18 61 1 5 47 18 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8 A NBLn1 EBLn1 EB 1 NB 1 SB 1 7.9 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.1 A NB 1 WB 1 EB 1 7.8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 22% 38% 77% 37% 1% 24% Stop Stop 77 78 17 30 59 29 1 19 80 81 1 1 0.102 0.102 4.586 4.516 Yes Yes 784 797 2.597 2.525 0.102 0.102 8.1 8 A A 0.3 0.3 2% 62% 37% Stop 65 1 40 24 68 1 0.085 4.517 Yes 796 2.528 0.085 7.9 A 0.3 7% 67% 25% Stop 67 5 45 17 70 1 0.085 4.41 Yes 815 2.422 0.086 7.8 A 0.3 Synchro 11 Light Report 99 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Short Background AM Intersection Int Delay, s/veh Movement 3.6 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 40 40 0 Stop M. 100 ,# 0 0 85 2 47 29 29 0 Stop None 0 85 2 34 t 58 58 0 Free 0 0 85 13 68 ri 2 2 0 Free None 500 M. 85 13 2 li 13 13 0 Free 350 85 12 15 Minor1 Major1 Major2 t 60 60 0 Free None 0 0 85 12 71 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 169 68 0 0 70 0 68 - - 101 - - 6.42 6.22 - - 4.22 5.42 - - 5.42 - - 3.518 3.318 - - 2.308 821 995 - - 1469 955 - - 923 - - 813 995 813 955 914 Approach WB NB M. M. M. M. M. - 1469 M. M. SB MI MI MI MI MI MI MI MI HCM Control Delay, s 9.3 HCM LOS A 0 1.3 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 813 995 1469 - 0.058 0.034 0.01 - 9.7 8.7 7.5 - AAA - 0.2 0.1 0 Synchro 11 Light Report 100 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Short Background PM Intersection Int Delay, s/veh Movement 2.3 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 711 r t r 21 13 85 33 21 13 85 33 0 0 0 0 Stop Stop Free Free - None - None 100 0 500 ,# 0 0 0 0 85 85 85 85 2 2 13 13 25 15 100 39 M. li 26 26 0 Free 350 85 12 31 Minor1 Major1 Major2 t 45 45 0 Free None 0 0 85 12 53 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 215 100 100 115 6.42 6.22 5.42 5.42 - 3.518 3.318 773 956 924 910 756 956 756 924 890 Approach WB 0 0 139 M. M. - 4.22 M. - 2.308 - 1385 M. - 1385 M. M. NB SB 0 MI MI MI MI MI MI MI HCM Control Delay, s 9.5 HCM LOS A Minor Lane/Major Mvmt 0 2.8 NBT N BRWBLn 1 WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 756 956 1385 - 0.033 0.016 0.022 - 9.9 8.8 7.7 - AAA - 0.1 0 0.1 Synchro 11 Light Report 101 HCM 6th TWSC 5: WCR39 & WCR38 Short Background AM Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 3 3 0 Stop M. 87 18 3 Minor2 4 4 4 0 Stop 0 0 87 18 5 14 14 0 Stop None 87 18 16 9 9 0 Stop M. M. 87 44 10 Minor1 4 0 0 0 Stop 0 0 87 44 0 2 2 0 Stop None MI MI 87 44 2 4 4 0 Free 87 18 5 Major1 4 73 73 0 Free M. 0 0 87 18 84 19 19 0 Free None 87 18 22 18 18 0 Free 87 19 21 Major2 4 59 59 0 Free 0 0 87 19 68 15 15 0 Free None MI 87 19 17 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 225 119 106 7.28 6.28 6.28 3.662 698 848 862 235 119 116 6.68 5.68 5.68 4.162 639 767 770 77 6.38 3.462 941 234 105 129 7.54 6.54 6.54 3.896 641 808 783 232 105 127 6.94 5.94 5.94 4.396 601 734 717 95 85 MI MI 6.64 4.28 3.696 2.362 858 1416 MI M 685 626 941 617 589 858 1416 685 626 - 617 589 845 755 - 805 731 856 767 - 753 706 Approach EB WB MI MI NB 0 0 106 - 4.29 - 2.371 - 1385 - 1385 SB 0 0 HCM Control Delay, s 9.5 HCM LOS A Minor Lane/Major Mvmt NBL 10.6 B 0.3 NBT NBR EBLn1WBLn1 SBL SBT SBR 1.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1416 0.003 7.6 A 0 - - 819 650 1385 - -0.0290.0190.015 0 - 9.5 10.6 7.6 A - ABA - - 0.1 0.1 0 M. 0 A M. Synchro 11 Light Report 102 HCM 6th TWSC 5: WCR39 & WCR38 Short Background PM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 5 5 0 Stop M. 89 18 6 Minor2 4 0 0 0 Stop 0 0 89 18 0 2 2 0 Stop None 89 18 2 4 4 0 Stop M. M. 89 44 4 Minor1 4 0 0 0 Stop 0 0 89 44 0 3 3 0 Stop None MI MI 89 44 3 3 3 0 Free 4 118 118 0 Free M. 0 - 0 89 89 18 18 3 133 Major1 0 0 0 Free None 5 5 0 Free 89 89 18 19 0 6 Major2 4 71 2 71 2 0 0 Free Free - None 0 0 89 19 80 MI 89 19 2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 234 93 141 7.28 6.28 6.28 3.662 688 876 825 232 93 139 6.68 5.68 5.68 4.162 641 788 752 81 6.38 3.462 936 233 139 94 7.54 6.54 6.54 3.896 642 773 819 233 139 94 6.94 5.94 5.94 4.396 600 708 742 133 82 0 0 133 MI 6.64 4.28 3.696 2.362 815 1420 MI M 682 637 936 637 596 815 1420 682 637 - 637 596 874 784 - 771 707 820 750 - 813 738 Approach EB MI MI WB NB - 4.29 - 2.371 - 1353 - 1353 SB 0 0 HCM Control Delay, s 9.9 HCM LOS A Minor Lane/Major Mvmt 10.2 0.2 B NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1420 0.002 7.5 A 0 - - 739 703 1353 - - 0.011 0.011 0.004 0 - 9.9 10.2 7.7 A - ABA - - 0 0 0 M. 0 A M. Synchro 11 Light Report 103 HCM 6th AWSC 6: WCR39 & WCR44 Short Background AM Intersection Intersection Delay, s/veh 8.1 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 3 3 0.91 23 3 0 EB 4 38 6 38 6 0.91 0.91 23 23 42 7 1 0 44 S 44 32 35 9 13 71 30 15 52 2 32 35 9 13 71 30 15 52 2 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 35 38 10 14 78 33 16 57 2 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.2 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.4 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8 A NB 1 WB 1 EB 1 7.9 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 11% 6% 62% 81% 26% 13% Stop Stop 114 47 13 3 71 38 30 6 125 52 1 1 0.149 0.069 4.271 4.783 Yes Yes 842 750 2.284 2.801 0.148 0.069 8 8.2 A A 0.5 0.2 42% 46% 12% Stop 76 32 35 9 84 1 0.111 4.77 Yes 753 2.787 0.112 8.4 A 0.4 22% 75% 3% Stop 69 15 52 2 76 1 0.094 4.464 Yes 805 2.479 0.094 7.9 A 0.3 Synchro 11 Light Report 104 HCM 6th AWSC 6: WCR39 & WCR44 Short Background PM Intersection Intersection Delay, s/veh 8.4 Intersection LOS Movement A EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 0 0 0.91 23 0 0 4 21 5 21 5 0.91 0.91 23 23 23 5 1 0 EB 44 S 44 32 42 14 12 119 28 14 60 5 32 42 14 12 119 28 14 60 5 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 35 46 15 13 131 31 15 66 5 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.1 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.6 A VVBLn1 SBLn1 SB 1 EB 1 WB 1 8.5 A NB 1 WB 1 EB 1 8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 8% 0% 75% 81% 18% 19% Stop Stop 159 26 12 0 119 21 28 5 175 29 1 1 0.209 0.039 4.305 4.889 Yes Yes 835 733 2.321 2.912 0.21 0.04 8.5 8.1 A A 0.8 0.1 36% 48% 16% Stop 88 32 42 14 97 1 0.13 4.843 Yes 742 2.864 0.131 8.6 A 0.4 18% 76% 6% Stop 79 14 60 5 87 1 0.108 4.466 Yes 804 2.484 0.108 8 A 0.4 Synchro 11 Light Report 105 APPENDIX E HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Mid Background AM ." -Niy l 1- t 4\ t t ', ir I Movement EBL EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 142 142 1900 S 44 41 54 98 49 41 54 98 49 1900 1900 1900 1900 4.5 4.5 1.00 1.00 0.97 0.98 0.97 0.97 1597 1632 0.71 0.70 1162 1179 24 24 1900 ii 36 36 1900 4.5 1.00 1.00 0.95 1687 0.07 132 tt 750 750 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 55 55 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 44 44 1900 4.5 1.00 1.00 0.95 1687 0.24 429 tet 1262 1262 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 40 40 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.90 158 0 0 12% 0.90 46 9 255 12% 0.90 60 0 0 12% 0.90 109 0 0 11% 0.90 54 5 185 11% 0.90 27 0 0 11% 0.90 40 0 40 7% 0.90 833 0 833 7% 0.90 0.90 61 49 33 0 28 49 7% 7% 0.90 1402 0 1402 7% 0.90 44 24 20 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 28.2 28.2 0.24 4.5 3.0 Perm NA 8 8 28.2 28.2 0.24 4.5 3.0 pm+pt 5 2 58.1 58.1 0.50 4.5 3.0 NA 2 53.8 53.8 0.46 4.5 3.0 Perm pm+pt 1 2 6 53.8 57.9 53.8 57.9 0.46 0.50 4.5 4.5 3.0 3.0 53.7 53.7 0.46 4.5 3.0 NA Perm 6 6 53.7 53.7 0.46 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 282 c0.22 0.90 42.5 0.16 28.3 34.9 C 34.9 C 287 123 1567 701 260 1564 699 c0.01 0.25 0.01 c0.42 0.16 0.15 0.02 0.09 0.01 0.64 0.33 0.53 0.04 0.19 0.90 0.03 39.3 21.8 22.0 16.9 16.0 28.5 16.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.9 1.5 1.3 0.1 0.4 8.4 0.1 44.2 23.3 23.3 17.0 16.4 36.9 17.0 D C C B B D B 44.2 22.9 35.7 D C D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 32.0 0.77 115.8 60.5% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 B Synchro 11 Light Report 107 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Mid Background AM ." -Niy l 1- t 4\ t t ', ir I Movement EBL EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 218 0 0 125 0 1 0 17 2 0 0 Future Volume (vph) 0 218 0 0 125 0 1 0 17 2 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.87 1.00 Flt Protected 1.00 1.00 1.00 0.95 Satd. Flow (prot) 1863 1863 1620 1770 Flt Permitted 1.00 1.00 0.99 0.74 Satd. Flow (perm) 1863 1863 1609 1386 Peak -hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 0 240 0 0 137 0 1 0 19 2 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 18 0 0 0 0 Lane Group Flow (vph) 0 240 0 0 137 0 0 2 0 0 2 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) NA 4 4 8 28.2 28.2 0.24 4.5 3.0 NA Perm NA Perm NA 8 14 14 14 14 28.2 11.6 11.6 28.2 11.6 11.6 0.24 0.10 0.10 4.5 4.5 4.5 3.0 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 453 c0.13 0.53 38.0 1.00 1.1 39.2 D 39.2 D 453 0.07 0.30 35.8 0.76 0.4 27.5 C 27.5 C 161 0.00 0.01 46.9 1.00 0.1 47.1 D 47.1 D 138 c0.00 0.01 46.9 1.00 0.2 47.1 D 47.1 D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 35.6 HCM 2000 Level of Service D 0.15 115.8 Sum of lost time (s) 18.0 23.1% ICU Level of Service A 15 Synchro 11 Light Report 108 Timing Report, Sorted By Phase 1: US85 & WCR32 Mid Background AM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 57 37 19 48 37 16 Maximum Split (°/0) 8.3% 47.5% 30.8% 15.8% 40.0% 30.8% 13.3% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 67 0 19 67 104 End Time (s) 10 67 104 19 67 104 0 Yield/Force Off (s) 5.5 62.5 99.5 14.5 62.5 99.5 115.5 Yield/Force Off 170(s) 5.5 51.5 88.5 14.5 51.5 88.5 115.5 Local Start Time (s) 101 111 48 101 0 48 85 Local Yield (s) 106.5 43.5 80.5 115.5 43.5 80.5 96.5 Local Yield 170(s) 106.5 32.5 69.5 115.5 32.5 69.5 96.5 Intersection Summary Cycle Length Control Type Natural Cycle 120 Semi Act-Uncoord 110 Splits and Phases: 1: US85 & WCR32 s i =1 402 =1 -12 712 —DP —00. 37 =1 0 5 =1 B;JI !D --1 =1t. (I 14r 1-- 4-- I ! 4°;-: s _ _ _ Synchro 11 Light Report 109 Queues 1: US85 & WCR32 Mid Background AM 4\ t t \D ir I Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 264 190 40 833 61 49 1402 44 v/c Ratio 0.89 0.64 0.25 0.53 0.08 0.18 0.88 0.06 Control Delay 37.6 47.9 17.8 24.6 1.6 15.8 37.3 0.1 Queue Delay 0.0 0.1 48.3 0.0 0.0 0.0 0.0 2.1 Total Delay 37.6 47.9 66.1 24.6 1.6 15.8 37.3 2.2 Queue Length 50th (ft) 71 123 15 248 0 18 551 0 Queue Length 95th (ft) #329 205 33 312 10 38 #737 0 Internal Link Dist (ft) 2 2980 1209 1023 Turn Bay Length (ft) 400 400 750 750 Base Capacity (vph) 342 343 269 1566 751 274 1589 782 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 3 224 0 0 0 0 652 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.77 0.56 0.89 0.53 0.08 0.18 0.88 0.34 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 110 Queues 12: Vasquez & WCR32 Mid Background AM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 240 137 20 2 v/c Ratio 0.52 0.30 0.07 0.01 Control Delay 41.6 28.2 0.5 49.5 Queue Delay 0.4 0.0 0.0 0.0 Total Delay 42.0 28.2 0.5 49.5 Queue Length 50th (ft) 156 62 0 1 Queue Length 95th (ft) 237 98 0 10 Internal Link Dist (ft) 1383 2 1063 937 Turn Bay Length (ft) Base Capacity (vph) 535 535 286 140 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 67 0 4 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.51 0.26 0.07 0.01 Intersection Summary Synchro 11 Light Report 111 HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Mid Background PM ." Movement EBL -Niy l 1- t 4\ t t ', ir I EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 198 31 48 77 47 198 31 48 77 47 1900 1900 1900 1900 1900 4.5 4.5 1.00 1.00 0.98 0.96 0.97 0.98 1600 1613 0.64 0.78 1063 1293 46 46 1900 ) tt 41 1409 41 1409 1900 1900 4.5 4.5 1.00 0.95 1.00 1.00 0.95 1.00 1687 3374 0.15 1.00 262 3374 59 59 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 li 26 26 1900 4.5 1.00 1.00 0.95 1687 0.06 109 tet 943 943 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 49 49 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.94 211 0 0 12% 0.94 33 5 290 12% 0.94 0.94 51 82 0 0 0 0 12% 11% 0.94 50 9 172 11% 0.94 49 0 0 11% 0.94 44 0 44 7% 0.94 1499 0 1499 7% 0.94 63 34 29 7% 0.94 28 0 28 7% 0.94 1003 0 1003 7% 0.94 52 29 23 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 41.2 41.2 0.28 4.5 3.0 Perm NA 8 8 41.2 41.2 0.28 4.5 3.0 pm+pt 5 2 74.3 74.3 0.50 4.5 3.0 NA Perm pm+pt 2 1 2 6 68.1 68.1 68.3 68.1 68.1 68.3 0.46 0.46 0.46 4.5 4.5 4.5 3.0 3.0 3.0 NA Perm 6 6 65.1 65.1 65.1 65.1 0.44 0.44 4.5 4.5 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 295 c0.27 0.98 53.0 0.21 44.8 56.2 E 56.2 E 359 191 1552 694 84 1484 663 c0.01 c0.44 0.01 0.30 0.13 0.11 0.02 0.15 0.02 0.48 0.23 0.97 0.04 0.33 0.68 0.03 44.5 22.8 38.8 22.0 32.4 33.0 23.6 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.6 16.0 0.1 2.3 2.5 0.1 45.5 23.5 54.9 22.1 34.8 35.5 23.7 D C D C C D C 45.5 52.7 34.9 D D C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 46.5 0.83 148.0 68.6% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service D 18.0 C Synchro 11 Light Report 112 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Mid Background PM ." -Niy l 1- t 4\ t t ', ir I Movement EBL EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 0 252 1 0 137 0 1 1 25 0 0 2 0 252 1 0 137 0 1 1 25 0 0 2 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 4.5 4.5 4.5 4.5 1.00 1.00 1.00 1.00 1.00 1.00 0.87 0.86 1.00 1.00 1.00 1.00 1862 1863 1626 1611 1.00 1.00 1.00 1.00 1862 1863 1621 1611 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) 0.94 0 0 0 0.94 268 0 269 0.94 0.94 1 0 0 0 0 0 0.94 146 0 146 0.94 0 0 0 0.94 0.94 0.94 1 1 27 0 24 0 0 5 0 0.94 0 0 0 0.94 0 2 0 0.94 2 0 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) 4 NA 4 41.2 41.2 0.28 4.5 3.0 8 NA 8 41.2 41.2 0.28 4.5 3.0 Perm NA 14 14 17.5 17.5 0.12 4.5 3.0 14 NA 14 17.5 17.5 0.12 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 518 c0.14 0.52 45.0 1.00 0.9 45.9 D 45.9 D 518 0.08 0.28 41.8 0.83 0.3 35.2 D 35.2 D 191 c0.00 0.03 57.7 1.00 0.3 58.0 E 58.0 E 190 0.00 0.00 57.5 1.00 0.0 57.6 E 57.6 E HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 43.2 0.17 148.0 25.0% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service D 18.0 A Synchro 11 Light Report 113 Timing Report, Sorted By Phase 1: US85 & WCR32 Mid Background PM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 71 47 14 67 47 22 Maximum Split (°/0) 6.7% 47.3% 31.3% 9.3% 44.7% 31.3% 14.7% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 81 0 14 81 128 End Time (s) 10 81 128 14 81 128 0 Yield/Force Off (s) 5.5 76.5 123.5 9.5 76.5 123.5 145.5 Yield/Force Off 170(s) 5.5 65.5 112.5 9.5 65.5 112.5 145.5 Local Start Time (s) 136 146 67 136 0 67 114 Local Yield (s) 141.5 62.5 109.5 145.5 62.5 109.5 131.5 Local Yield 170(s) 141.5 51.5 98.5 145.5 51.5 98.5 131.5 Intersection Summary Cycle Length Control Type Natural Cycle 150 Semi Act-Uncoord 150 Splits and Phases: 1: US85 & WCR32 \Din 1 402 =17' !1 ci4 10 s 71 s i C 47 s =1 05 =1 if (7j6 _1 -12 cis 14s[67 I F[47s 122s Synchro 11 Light Report 114 Queues 1: US85 & WCR32 Mid Background PM Lane Group 4- EBT WBT NBL NBT NBR SBL SBT SBR 4\ t t ', ir I Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 295 0.97 56.8 0.0 56.8 281 #480 7 314 0 0 0 0.94 181 44 1499 63 28 1003 52 0.49 0.22 0.95 0.08 0.26 0.68 0.07 46.3 21.2 52.3 3.6 24.5 36.5 2.3 0.1 161.9 0.0 0.0 0.0 0.0 53.4 46.3 183.1 52.3 3.6 24.5 36.5 55.8 138 21 -767 0 13 414 0 218 43 #941 21 31 506 13 2980 1209 1023 400 400 750 750 384 225 1571 743 109 1481 705 0 0 0 0 0 0 0 6 211 0 0 0 0 650 0 0 0 0 0 0 0 0.48 3.14 0.95 0.08 0.26 0.68 0.95 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. Synchro 11 Light Report 115 Queues 12: Vasquez & WCR32 Mid Background PM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 269 146 29 2 v/c Ratio 0.51 0.28 0.13 0.00 Control Delay 48.5 36.2 22.7 0.0 Queue Delay 0.1 0.0 0.3 0.0 Total Delay 48.6 36.2 23.0 0.0 Queue Length 50th (ft) 222 88 2 0 Queue Length 95th (ft) 316 147 34 0 Internal Link Dist (ft) 1383 7 1063 980 Turn Bay Length (ft) Base Capacity (vph) 542 542 217 974 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 13 0 45 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.51 0.27 0.17 0.00 Intersection Summary Synchro 11 Light Report 116 HCM 6th TWSC 2: WCR35 & WCR32 Mid Background AM Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 7 7 0 Free M. 90 15 8 Major/Minor Major1 4 114 114 0 Free 0 0 90 15 127 10 10 0 Free None 90 15 11 4 4 0 Free M. 90 14 4 Major2 4 108 108 0 Free 0 0 90 14 120 1 2 1 2 0 0 Free Stop None - MI MI 90 90 14 9 1 2 4 0 0 0 Stop M. 0 0 90 9 0 1 4 1 4 0 0 Stop Stop None - 90 90 9 13 1 4 Minor1 Minor2 4 0 0 0 Stop 0 0 90 13 0 5 5 0 Stop None MI 90 13 6 Conflicting Flow All 121 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1390 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1390 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 138 0 0 281 278 133 278 283 - - - 149 149 - 129 129 - - - 132 129 - 149 154 - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 657 618 898 653 608 901 - - - 837 761 - 849 769 - - - 855 776 - 828 750 - 4.24 - 2.326 - 1375 - 1375 M. M. WB MI 121 6.33 M. M. - 648 612 898 648 603 901 - 648 612 - 648 603 - 832 756 - 844 767 - 847 774 - 822 746 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt 0.3 10.1 9.7 B A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 714 1390 0.005 0.006 10.1 7.6 0 B A A 0 0 - 1375 - 0.003 - 7.6 0 - A A - 0 - 768 - 0.013 - 9.7 - A - 0 Synchro 11 Light Report 117 HCM 6th TWSC 2: WCR35 & WCR32 Mid Background PM Intersection Int Delay, s/veh Movement 1.1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 12 12 0 Free M. 85 15 14 Major/Minor Major1 101 2 0 97 101 2 0 97 0 0 0 0 Free Free Free Free - None - 0 0 85 15 119 100 15 2 M. M. 85 14 0 Major2 0 0 85 14 114 1 5 1 5 0 0 Free Stop None - MI MI 85 85 14 9 1 6 0 1 0 0 10 0 1 0 0 10 0 0 0 0 0 Stop Stop Stop Stop Stop None - - None M. 0 0 85 9 0 85 85 9 13 1 0 Minor1 Minor2 0 0 85 13 0 MI 85 13 12 Conflicting Flow All 115 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1397 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1397 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 121 0 0 269 263 120 264 264 - 148 148 - 115 115 - 121 115 - 149 149 - 7.19 6.59 6.29 7.23 6.63 - 6.19 5.59 - 6.23 5.63 - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 670 630 913 667 623 909 - 838 761 - 864 780 - 867 787 - 828 753 M. M. - 4.24 M. - 2.326 - 1395 M. - 1395 M. M. WB MI 115 6.33 M. M. - 656 623 913 660 616 909 - 656 623 - 660 616 - 829 753 - 854 780 - 856 787 - 818 745 NB SB M. HCM Control Delay, s 0.8 HCM LOS Minor Lane/Major Mvmt 0 10.3 9 B A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 688 1397 0.01 0.01 10.3 7.6 0 B A A 0 0 - 1395 - - 909 - - - - 0.013 - 0 - - 9 - A - - A - 0 - - 0 Synchro 11 Light Report 118 HCM 6th AWSC 3: WCR39 & WCR32 Mid Background AM Intersection Intersection Delay, s/veh 8.2 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach S 44 S 44 29 36 23 1 53 4 22 26 0 7 62 43 29 36 23 1 53 4 22 26 0 7 62 43 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 15 15 15 23 23 23 13 13 13 12 12 12 34 42 27 1 62 5 26 31 0 8 73 51 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.3 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.3 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.2 A NB 1 WB 1 EB 1 8.2 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 46% 33% 54% 41% 0% 26% Stop Stop 48 88 22 29 26 36 0 23 56 104 1 1 0.075 0.132 4.775 4.585 Yes Yes 752 784 2.794 2.603 0.074 0.133 8.2 8.3 A A 0.2 0.5 2% 6% 91% 55% 7% 38% Stop Stop 58 112 1 7 53 62 4 43 68 132 1 1 0.091 0.16 4.813 4.369 Yes Yes 746 824 2.832 2.385 0.091 0.16 8.3 8.2 A A 0.3 0.6 Synchro 11 Light Report 119 HCM 6th AWSC 3: WCR39 & WCR32 Mid Background PM Intersection Intersection Delay, s/veh 8.2 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 34 32 22 1 44 29 19 66 1 6 50 19 34 32 22 1 44 29 19 66 1 6 50 19 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 15 15 15 23 23 23 13 13 13 12 12 12 35 33 23 1 46 30 20 69 1 6 52 20 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.2 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.1 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.3 A NB 1 WB 1 EB 1 8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 22% 39% 77% 36% 1% 25% Stop Stop 86 88 19 34 66 32 1 22 90 92 1 1 0.116 0.116 4.647 4.568 Yes Yes 773 786 2.662 2.585 0.116 0.117 8.3 8.2 A A 0.4 0.4 1% 8% 59% 67% 39% 25% Stop Stop 74 75 1 6 44 50 29 19 77 78 1 1 0.098 0.097 4.561 4.473 Yes Yes 788 803 2.578 2.489 0.098 0.097 8.1 8 A A 0.3 0.3 Synchro 11 Light Report 120 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Mid Background AM Intersection Int Delay, s/veh 3.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 44 44 0 Stop M. 100 ,# 0 0 85 2 52 Major/Minor Minor1 32 32 0 Stop None 0 85 2 38 t 65 65 0 Free 0 0 85 13 76 ri 2 2 0 Free None 500 M. 85 13 2 li 14 14 0 Free 350 85 12 16 Major1 Major2 t 67 67 0 Free None 0 0 85 12 79 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 187 76 111 6.42 6.22 5.42 5.42 - 3.518 3.318 802 985 947 914 793 985 793 947 904 Approach WB 76 0 0 78 NB M. M. - 4.22 M. - 2.308 - 1459 M. M. - 1459 M. M. SB 0 MI MI MI MI MI MI MI MI HCM Control Delay, s 9.4 HCM LOS A 0 1.3 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 793 985 1459 - 0.065 0.038 0.011 - 9.9 8.8 7.5 - AAA - 0.2 0.1 0 Synchro 11 Light Report 121 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Mid Background PM Intersection Int Delay, s/veh Movement 2.3 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 23 23 0 Stop M. 100 ,# 0 0 85 2 27 14 14 0 Stop None 0 85 2 16 t 95 95 0 Free 0 0 85 13 112 ri 37 37 0 Free None 500 M. 85 13 44 li 29 29 0 Free 350 85 12 34 Minor1 Major1 Major2 t 50 50 0 Free None 0 0 85 12 59 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 239 112 112 127 6.42 6.22 5.42 5.42 - 3.518 3.318 749 941 913 899 730 941 730 913 877 Approach WB 0 0 156 M. M. - 4.22 M. - 2.308 - 1365 M. - 1365 MI M. M. NB SB 0 MI MI MI MI MI MI MI HCM Control Delay, s 9.6 HCM LOS A Minor Lane/Major Mvmt 0 2.8 NBT N BRWBLn 1 WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 730 941 1365 - 0.037 0.018 0.025 - 10.1 8.9 7.7 - B A A - 0.1 0.1 0.1 Synchro 11 Light Report 122 HCM 6th TWSC 5: WCR39 & WCR38 Mid Background AM Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 4 4 0 Stop M. 87 18 5 Minor2 4 5 5 0 Stop 0 0 87 18 6 16 16 0 Stop None 87 18 18 10 10 0 Stop M. 4 0 0 0 Stop 0 - 0 87 87 44 44 11 0 Minor1 2 2 0 Stop None MI MI 87 44 2 5 5 0 Free 87 18 6 Major1 4 82 82 0 Free M. 0 0 87 18 94 22 22 0 Free None 20 20 0 Free 87 87 18 19 25 23 Major2 4 66 66 0 Free 0 0 87 19 76 17 17 0 Free None MI 87 19 20 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 252 132 120 7.28 6.28 6.28 3.662 669 834 847 263 132 131 6.68 5.68 5.68 4.162 616 757 758 86 6.38 3.462 930 263 119 144 7.54 6.54 6.54 3.896 612 793 768 261 119 142 6.94 5.94 5.94 4.396 578 723 706 107 96 0 0 119 MI MI 6.64 4.28 3.696 2.362 844 1403 MI M 656 602 930 585 565 844 1403 656 602 - 585 565 830 743 - 789 719 840 754 - 734 693 Approach EB WB NB - 4.29 - 2.371 - 1370 - 1370 SB 0 0 HCM Control Delay, s 9.7 HCM LOS A Minor Lane/Major Mvmt NBL 11 B 0.3 NBT NBR EBLn1WBLn1 SBL SBT SBR 1.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1403 0.004 7.6 A 0 - - 791 617 1370 - - 0.036 0.022 0.017 0 - 9.7 11 7.7 A - ABA - - 0.1 0.1 0.1 M. 0 A M. Synchro 11 Light Report 123 HCM 6th TWSC 5: WCR39 & WCR38 Mid Background PM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 4 6 0 2 6 0 2 0 0 0 Stop Stop Stop - - None 89 18 7 Minor2 0 0 89 18 0 89 18 2 5 5 0 Stop M. 89 44 6 Minor1 4 0 0 0 Stop 0 0 89 44 0 4 4 0 Stop None MI MI 89 44 4 4 4 0 Free 0 - 0 89 89 18 18 4 147 Major1 131 0 6 79 2 131 0 6 79 2 0 0 0 0 0 Free Free Free Free Free None - - None - - 0 - - - 0 - 89 89 89 89 18 19 19 19 0 7 89 2 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 261 104 157 7.28 6.28 6.28 3.662 660 864 809 259 104 155 6.68 5.68 5.68 4.162 619 779 740 90 6.38 3.462 925 260 155 105 7.54 6.54 6.54 3.896 615 757 808 260 155 105 6.94 6.64 4.28 5.94 5.94 - 4.396 3.696 2.362 579 800 1409 696 734 147 91 0 0 147 MI MI MI M 652 613 925 609 574 800 1409 652 613 - 609 574 861 774 - 755 694 802 738 - 801 730 Approach EB WB MI NB - 4.29 - 2.371 - 1337 - 1337 SB 0 0 HCM Control Delay, s 10.2 HCM LOS B Minor Lane/Major Mvmt 10.4 B 0.2 NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1409 0.003 7.6 0 A A 0 - 704 681 1337 - 0.013 0.015 0.005 - 10.2 10.4 7.7 - B B A - 0 0 0 M. 0 A M. Synchro 11 Light Report 124 HCM 6th AWSC 6: WCR39 & WCR44 Mid Background AM Intersection Intersection Delay, s/veh 8.3 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 4 4 0.91 23 4 0 EB 4 42 7 42 7 0.91 0.91 23 23 46 8 1 0 44 S 44 36 38 10 14 79 34 17 58 2 36 38 10 14 79 34 17 58 2 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 40 42 11 15 87 37 19 64 2 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.3 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.5 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.2 A NB 1 WB 1 EB 1 8.1 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 11% 8% 62% 79% 27% 13% Stop Stop 127 53 14 4 79 42 34 7 140 58 1 1 0.167 0.078 4.319 4.852 Yes Yes 833 740 2.334 2.872 0.168 0.078 8.2 8.3 A A 0.6 0.3 43% 45% 12% Stop 84 36 38 10 92 1 0.124 4.837 Yes 743 2.855 0.124 8.5 A 0.4 22% 75% 3% Stop 77 17 58 2 85 1 0.106 4.525 Yes 794 2.542 0.107 8.1 A 0.4 Synchro 11 Light Report 125 HCM 6th AWSC 6: WCR39 & WCR44 Mid Background PM Intersection Intersection Delay, s/veh 8.6 Intersection LOS Movement A EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 0 0 0.91 23 0 0 4 23 6 23 6 0.91 0.91 23 23 25 7 1 0 EB 36 47 16 13 132 31 16 67 6 36 47 16 13 132 31 16 67 6 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 40 52 18 14 145 34 18 74 7 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.2 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.8 A VVBLn1 SBLn1 SB 1 EB 1 WB 1 8.7 A NB 1 WB 1 EB 1 8.2 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 7% 0% 75% 79% 18% 21% Stop Stop 176 29 13 0 132 23 31 6 193 32 1 1 0.234 0.044 4.361 4.969 Yes Yes 824 721 2.381 3 0.234 0.044 8.7 8.2 A A 0.9 0.1 36% 47% 16% Stop 99 36 47 16 109 1 0.149 4.916 Yes 730 2.942 0.149 8.8 A 0.5 18% 75% 7% Stop 89 16 67 6 98 1 0.123 4.53 Yes 792 2.554 0.124 8.2 A 0.4 Synchro 11 Light Report 126 APPENDIX F HCM 6th Signalized Intersection Summary 1: US85 & WCR32 Full Background AM Movement ." 'iy I 1- t 4\ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 150 150 0 1.00 1.00 1722 167 0.90 12 278 0.07 1640 1+ 43 43 0 1.00 No 1722 48 0.90 12 67 0.10 676 57 57 0 1.00 1.00 1722 63 0.90 12 88 0.10 887 li 104 104 0 1.00 1.00 1737 116 0.90 11 248 0.07 1654 1+ 52 52 0 1.00 No 1737 58 0.90 11 123 0.10 1235 25 25 0 1.00 1.00 38 38 0 1.00 1.00 1737 1796 20 42 0.90 0.90 11 7 42 230 0.10 0.04 426 1711 tt 794 794 0 1.00 No 1796 882 0.90 7 1883 0.55 3413 58 58 0 1.00 1.00 1796 30 0.90 7 840 0.55 1522 li 47 47 0 1.00 1.00 1796 52 0.90 7 400 0.04 1711 tet 1336 1336 0 1.00 No 1796 1484 0.90 7 1900 0.56 3413 42 42 0 1.00 1.00 1796 47 0.90 7 848 0.56 1522 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 167 1640 5.5 5.5 1.00 278 0.60 278 1.00 1.00 30.4 3.6 0.0 3.2 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 111 1563 5.3 5.3 0.57 156 0.71 375 1.00 1.00 33.6 5.9 0.0 2.2 116 1654 4.8 4.8 1.00 248 0.47 248 1.00 1.00 28.7 1.4 0.0 1.9 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 78 1660 3.4 3.4 0.26 165 0.47 399 1.00 1.00 32.8 2.1 0.0 1.4 42 1711 0.8 0.8 1.00 230 0.18 286 1.00 1.00 11.6 0.4 0.0 0.3 34.0 0.0 39.6 30.0 0.0 34.8 12.0 C A D C A C B 882 1706 12.0 12.0 1883 0.47 1883 1.00 1.00 10.4 0.8 0.0 4.2 30 1522 0.7 0.7 1.00 840 0.04 840 1.00 1.00 7.9 0.1 0.0 0.2 52 1711 1.0 1.0 1.00 400 0.13 448 1.00 1.00 7.5 0.1 0.0 0.3 1484 1706 26.3 26.3 1900 0.78 1900 1.00 1.00 13.4 3.3 0.0 9.5 47 1522 1.1 1.1 1.00 848 0.06 848 1.00 1.00 7.8 0.1 0.0 0.3 11.3 8.0 7.7 16.7 7.9 B A A B A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 278 36.2 D 2 3 194 32.0 C 954 11.2 B 4 5 6 7 8 1583 16.1 B Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p c), s Intersection Summary 7.9 4.5 5.5 3.0 0.0 47.0 4.5 42.5 14.0 7.3 10.0 4.5 5.5 6.8 0.0 12.2 4.5 18.5 7.3 0.4 7.5 4.5 5.5 2.8 0.0 47.4 4.5 42.5 28.3 9.3 10.0 12.2 4.5 4.5 5.5 18.5 7.5 5.4 0.0 0.2 HCM 6th Ctrl Delay HCM 6th LOS 17.4 B Synchro 11 Light Report 128 Timing Report, Sorted By Phase 1: US85 & WCR32 Full Background AM Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 47 10 23 10 47 10 23 Maximum Split C/0) 11.1% 52.2% 11.1% 25.6% 11.1% 52.2% 11.1% 25.6% Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 57 67 0 10 57 67 End Time (s) 10 57 67 0 10 57 67 0 Yield/Force Off (s) 5.5 52.5 62.5 85.5 5.5 52.5 62.5 85.5 Yield/Force Off 170(s) 5.5 41.5 62.5 74.5 5.5 41.5 62.5 74.5 Local Start Time (s) 80 0 47 57 80 0 47 57 Local Yield (s) 85.5 42.5 52.5 75.5 85.5 42.5 52.5 75.5 Local Yield 170(s) 85.5 31.5 52.5 64.5 85.5 31.5 52.5 64.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 \ID O 1 t n, 123 II 23 4\ 0 E 06 lk .„ _ ci8 �4— -uR Synchro 11 Light Report 129 Queues 1: US85 & WCR32 Full Background AM is -IP• i 4- 4\ t P \DP ir I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 167 111 116 86 42 882 64 52 1484 47 v/c Ratio 0.78 0.48 0.50 0.42 0.20 0.44 0.07 0.13 0.75 0.05 Control Delay 52.2 24.1 33.4 31.6 7.9 11.5 0.3 6.5 17.2 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.2 24.1 33.4 31.6 7.9 11.5 0.3 6.5 17.2 0.1 Queue Length 50th (ft) 72 23 48 29 6 137 0 8 304 0 Queue Length 95th (ft) #139 70 92 71 19 207 2 22 #454 0 Internal Link Dist (ft) 714 2980 1209 1023 Turn Bay Length (ft) 200 200 400 400 750 750 Base Capacity (vph) 215 433 232 423 214 1991 942 391 1991 942 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.78 0.26 0.50 0.20 0.20 0.44 0.07 0.13 0.75 0.05 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 130 HCM 6th Signalized Intersection Summary 1: US85 & WCR32 Full Background PM Movement ." 'iy I 1- t 4\ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 210 210 0 1.00 1.00 1722 223 0.94 12 296 0.10 1640 33 51 81 50 48 43 33 51 81 50 48 43 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1722 1722 1737 1737 1737 1796 1796 35 54 86 53 32 46 1586 0.94 0.94 0.94 0.94 0.94 0.94 0.94 12 12 11 11 11 7 7 72 112 277 82 49 326 1874 0.12 0.12 0.06 0.08 0.08 0.04 0.55 611 942 1654 1014 612 1711 3413 tt r 1491 62 1491 62 0 0 1.00 1.00 1796 31 0.94 7 836 0.55 1522 li 28 28 0 1.00 1.00 1796 30 0.94 7 196 0.03 1711 tet 998 998 0 1.00 No 1796 1062 0.94 7 1840 0.54 3413 52 52 0 1.00 1.00 1796 55 0.94 7 820 0.54 1522 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 223 1640 7.5 7.5 1.00 296 0.75 296 1.00 1.00 29.9 10.5 0.0 1.4 40.4 D 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 89 1553 4.0 4.0 0.61 184 0.48 382 1.00 1.00 31.0 2.0 0.0 1.6 86 1654 3.5 3.5 1.00 277 0.31 340 1.00 1.00 29.2 0.6 0.0 1.4 0.0 32.9 29.8 A C C 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 85 1627 3.8 3.8 0.38 131 0.65 401 1.00 1.00 33.5 5.3 0.0 1.7 46 1711 0.9 0.9 1.00 326 0.14 381 1.00 1.00 8.6 0.2 0.0 0.3 0.0 38.8 8.8 A D A 1586 1706 29.4 29.4 1874 0.85 1874 1.00 1.00 14.3 4.9 0.0 11.0 31 1522 0.7 0.7 1.00 836 0.04 836 1.00 1.00 7.8 0.1 0.0 0.2 30 1711 0.6 0.6 1.00 196 0.15 268 1.00 1.00 13.1 0.4 0.0 0.2 1062 1706 15.6 15.6 1840 0.58 1840 1.00 1.00 11.6 1.3 0.0 5.5 19.2 7.9 13.5 12.9 B A B 55 1522 1.3 1.3 1.00 820 0.07 820 1.00 1.00 8.3 0.2 0.0 0.4 8.4 B A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 312 38.3 D 2 3 4 171 34.3 C 1663 18.7 B 5 6 7 8 1147 12.7 B Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p_c), s Intersection Summary 6.8 45.8 9.1 13.4 4.5 4.5 4.5 4.5 5.5 40.5 7.5 18.5 2.6 31.4 5.5 6.0 0.0 6.8 0.0 0.3 7.6 4.5 5.5 2.9 0.0 45.0 4.5 40.5 17.6 8.6 12.0 4.5 7.5 9.5 0.0 10.6 4.5 18.5 5.8 0.3 HCM 6th Ctrl Delay HCM 6th LOS 19.3 B Synchro 11 Light Report 131 Timing Report, Sorted By Phase 1: US85 & WCR32 Full Background PM Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 45 12 23 10 45 12 23 Maximum Split C/0) 11.1% 50.0% 13.3% 25.6% 11.1% 50.0% 13.3% 25.6% Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 55 67 0 10 55 67 End Time (s) 10 55 67 0 10 55 67 0 Yield/Force Off (s) 5.5 50.5 62.5 85.5 5.5 50.5 62.5 85.5 Yield/Force Off 170(s) 5.5 39.5 62.5 74.5 5.5 39.5 62.5 74.5 Local Start Time (s) 80 0 45 57 80 0 45 57 Local Yield (s) 85.5 40.5 52.5 75.5 85.5 40.5 52.5 75.5 Local Yield 170(s) 85.5 29.5 52.5 64.5 85.5 29.5 52.5 64.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 1 .2ICI: e 1!_I s4: sIs II 23 s4— 411\ OE nF, ik n7 Inc -5 122 ®23_9 Synchro 11 Light Report 132 Queues 1: US85 & WCR32 Full Background PM is -IP• i 4- 4\ t P \DP ir I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 223 89 86 104 46 1586 66 30 1062 55 v/c Ratio 0.89 0.38 0.32 0.47 0.15 0.80 0.07 0.14 0.56 0.06 Control Delay 62.7 21.2 26.1 27.2 7.6 19.4 0.4 8.0 14.1 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.7 21.2 26.1 27.2 7.6 19.4 0.4 8.0 14.1 0.1 Queue Length 50th (ft) 96 16 34 26 8 254 0 5 188 0 Queue Length 95th (ft) #206 58 69 73 22 #588 3 16 281 0 Internal Link Dist (ft) 668 2980 1209 1023 Turn Bay Length (ft) 200 200 400 400 750 750 Base Capacity (vph) 251 426 278 432 310 1982 939 212 1898 904 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.89 0.21 0.31 0.24 0.15 0.80 0.07 0.14 0.56 0.06 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 133 HCM 6th TWSC 2: WCR35 & WCR32 Full Background AM Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 8 8 0 Free M. 90 15 9 Major/Minor Major1 121 9 5 114 121 9 5 114 0 0 0 0 Free Free Free Free - None - 0 0 90 15 134 90 15 10 M. 90 14 6 Major2 0 0 90 14 127 1 3 1 3 0 0 Free Stop None - MI MI 90 90 14 9 1 3 4 0 0 0 Stop M. 0 0 90 9 0 1 5 1 5 0 0 Stop Stop None - 90 90 9 13 1 6 Minor1 Minor2 4 0 0 0 Stop 0 0 90 13 0 6 6 0 Stop None MI 90 13 7 Conflicting Flow All 128 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1381 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1381 Mov Cap -2 Maneuver Stage 1 Stage 2 Approach EB 0 0 144 0 0 300 297 139 298 302 - - - 157 157 - 140 140 - - - 143 140 - 158 162 - - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - -3.581 4.081 3.381 3.617 4.117 3.417 - - 639 603 891 633 593 893 - - - 829 755 - 837 760 - - - 843 768 - 819 744 - 4.24 - 2.326 - 1368 - 1368 M. M. WB MI 128 6.33 M. M. - 628 596 891 627 586 893 - 628 596 - 627 586 - 823 750 - 831 756 - 833 764 - 812 739 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt 0.3 10.3 9.9 B A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 678 1381 0.007 0.006 10.3 7.6 0 B A A 0 0 - 1368 - 0.004 - 7.6 - A - 0 - - 749 - - 0.016 0 - 9.9 A - A - - 0.1 Synchro 11 Light Report 134 HCM 6th TWSC 2: WCR35 & WCR32 Full Background PM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 13 13 0 Free M. 85 15 15 Major/Minor Major1 4 107 107 0 Free 0 0 85 15 126 2 2 0 Free None 100 15 2 0 0 0 Free M. M. 85 14 0 Major2 4 103 103 0 Free 1 6 1 6 0 0 Free Stop None - 0 - - 0 - - 85 85 85 14 14 9 121 1 7 0 1 0 0 9 0 1 0 0 9 0 0 0 0 0 Stop Stop Stop Stop Stop None - - None M. 0 0 85 9 0 85 85 9 13 1 0 Minor1 Minor2 0 0 85 13 0 MI 85 13 11 Conflicting Flow All 122 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1388 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1388 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 128 0 0 284 279 127 280 280 - 157 157 - 122 122 - 127 122 - 158 158 - 7.19 6.59 6.29 7.23 6.63 - 6.19 5.59 - 6.23 5.63 - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 654 617 905 651 610 900 - 829 755 - 856 774 - 860 782 - 819 747 M. M. - 4.24 M. - 2.326 - 1387 M. - 1387 M. M. WB MI 122 6.33 M. M. - 640 610 905 644 603 900 - 640 610 - 644 603 - 819 746 - 846 774 - 850 782 - 808 738 NB SB M. HCM Control Delay, s 0.8 HCM LOS Minor Lane/Major Mvmt 0 10.5 B NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 9 A Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 668 1388 0.012 0.011 10.5 7.6 0 B A A 0 0 - 1387 - - 900 - - - - 0.012 - 0 - - 9 - A - - A - 0 - - 0 Synchro 11 Light Report 135 HCM 6th AWSC 3: WCR39 & WCR32 Full Background AM Intersection Intersection Delay, s/veh 8.3 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 30 38 24 1 56 4 23 28 0 8 66 46 30 38 24 1 56 4 23 28 0 8 66 46 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 15 15 15 23 23 23 13 13 13 12 12 12 35 45 28 1 66 5 27 33 0 9 78 54 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.4 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.4 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.2 A NB 1 WB 1 EB 1 8.3 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 45% 33% 55% 41% 0% 26% Stop Stop 51 92 23 30 28 38 0 24 60 108 1 1 0.08 0.139 4.806 4.62 Yes Yes 746 777 2.829 2.642 0.08 0.139 8.2 8.4 A A 0.3 0.5 2% 7% 92% 55% 7% 38% Stop Stop 61 120 1 8 56 66 4 46 72 141 1 1 0.097 0.172 4.852 4.396 Yes Yes 740 817 2.874 2.416 0.097 0.173 8.4 8.3 A A 0.3 0.6 Synchro 11 Light Report 136 HCM 6th AWSC 3: WCR39 & WCR32 Full Background PM Intersection Intersection Delay, s/veh 8.2 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 36 36 0.96 15 38 0 EB 34 23 1 47 28 20 70 1 6 53 20 34 23 1 47 28 20 70 1 6 53 20 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 15 15 23 23 23 13 13 13 12 12 12 35 24 1 49 29 21 73 1 6 55 21 1 0 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.3 A EB 1 NB 1 SB 1 8.1 A NBLn1 EBLn1 WBLn1 SBLn1 SB 1 EB 1 WB 1 8.3 A NB 1 WB 1 EB 1 8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 22% 39% 77% 37% 1% 25% Stop Stop 91 93 20 36 70 34 1 23 95 97 1 1 0.123 0.124 4.672 4.596 Yes Yes 769 782 2.689 2.614 0.124 0.124 8.3 8.3 A A 0.4 0.4 1% 8% 62% 67% 37% 25% Stop Stop 76 79 1 6 47 53 28 20 79 82 1 1 0.101 0.103 4.605 4.498 Yes Yes 780 798 2.625 2.516 0.101 0.103 8.1 8 A A 0.3 0.3 Synchro 11 Light Report 137 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Full Background AM Intersection Int Delay, s/veh Movement 3.7 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 47 47 0 Stop M. 100 ,# 0 0 85 2 55 34 34 0 Stop None 0 85 2 40 t 69 69 0 Free 0 0 85 85 13 13 81 4 ri 3 3 0 Free None 500 M. 15 15 0 Free 350 85 12 18 Minor1 Major1 Major2 t 71 71 0 Free None 0 0 85 12 84 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 201 81 0 0 85 0 81 - - - 120 - - - 6.42 6.22 - 5.42 - - - 5.42 - - - 3.518 3.318 - - 2.308 788 979 - - 1451 942 - - - 905 - - - 779 979 779 942 894 Approach WB NB - 4.22 - 1451 M. M. SB MI MI MI MI MI MI HCM Control Delay, s 9.5 HCM LOS A 0 1.3 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 779 979 1451 - 0.071 0.041 0.012 - 10 8.8 7.5 - B A A - 0.2 0.1 0 Synchro 11 Light Report 138 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Full Background PM Intersection Int Delay, s/veh 2.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor Ili 24 24 0 Stop M. 100 ,# 0 0 85 2 28 15 15 0 Stop None 0 85 2 18 t 100 100 0 Free 0 0 85 13 118 ri 39 39 0 Free None 500 M. 85 13 46 30 30 0 Free 350 85 12 35 Minor1 Major1 Major2 t 53 53 0 Free None 0 0 85 12 62 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 250 118 118 132 6.42 6.22 5.42 5.42 - 3.518 3.318 739 934 907 894 720 934 720 907 871 Approach WB 0 0 164 NB M. M. - 4.22 M. - 2.308 - 1356 M. M. - 1356 M. M. SB 0 MI MI MI MI MI MI MI MI HCM Control Delay, s 9.7 HCM LOS A 0 2.8 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 720 934 1356 - 0.039 0.019 0.026 - 10.2 8.9 7.7 - B A A - 0.1 0.1 0.1 Synchro 11 Light Report 139 HCM 6th TWSC 5: WCR39 & WCR38 Full Background AM Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 4 4 0 Stop M. 87 18 5 Minor2 4 5 5 0 Stop 0 0 87 18 6 17 17 0 Stop None 87 18 20 10 10 0 Stop M. M. 4 0 0 0 Stop 0 - 0 87 87 44 44 11 0 Minor1 3 3 0 Stop None MI MI 87 44 3 5 5 0 Free 87 18 6 Major1 4 86 86 0 Free M. 0 0 87 18 99 23 23 0 Free None 22 22 0 Free 87 87 18 19 26 25 Major2 4 70 70 0 Free 0 0 87 19 80 18 18 0 Free None MI 87 19 21 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 267 141 126 7.28 6.28 6.28 3.662 654 825 841 278 141 137 6.68 5.68 5.68 4.162 604 750 753 91 6.38 3.462 924 278 124 154 7.54 6.54 6.54 3.896 598 788 758 275 124 151 6.94 5.94 5.94 4.396 567 719 699 112 101 MI MI 6.64 4.28 3.696 2.362 839 1397 MI M 640 590 924 570 553 839 1397 640 590 - 570 553 821 736 - 784 715 833 749 - 722 686 Approach EB WB MI MI NB 0 0 125 - 4.29 - 2.371 - 1363 - 1363 SB 0 0 HCM Control Delay, s 9.8 HCM LOS A Minor Lane/Major Mvmt NBL 11 B 0.3 NBT NBR EBLn1WBLn1 SBL SBT SBR 1.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1397 0.004 7.6 A 0 - - 785 616 1363 - - 0.038 0.024 0.019 0 - 9.8 11 7.7 A - ABA - - 0.1 0.1 0.1 M. 0 A M. Synchro 11 Light Report 140 HCM 6th TWSC 5: WCR39 & WCR38 Full Background PM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 6 6 0 Stop M. 89 18 7 Minor2 4 0 0 0 Stop 0 0 89 18 0 3 3 0 Stop None 89 18 3 5 5 0 Stop M. M. 89 44 6 Minor1 4 0 0 0 Stop 0 0 89 44 0 4 4 0 Stop None MI MI 89 44 4 4 4 0 Free 4 138 138 0 Free M. 0 - 0 89 89 18 18 4 155 Major1 0 0 0 Free None 6 6 0 Free 89 89 18 19 0 7 Major2 4 84 84 0 Free 0 0 89 19 94 3 3 0 Free None MI 89 19 3 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 275 110 165 7.28 6.28 6.28 3.662 646 858 801 638 638 855 794 Approach EB 273 110 163 6.68 5.68 5.68 4.162 608 774 734 603 603 769 732 96 274 - 163 - 111 6.38 7.54 - 6.54 - 6.54 3.462 3.896 918 602 - 750 - 802 918 596 596 748 794 WB 274 163 111 6.94 6.64 4.28 5.94 5.94 - 4.396 3.696 2.362 568 792 1402 690 729 563 563 688 725 155 97 0 0 155 MI MI MI 792 1402 MI MI NB - 4.29 - 2.371 - 1328 - 1328 SB 0 0 HCM Control Delay, s 10.1 HCM LOS B Minor Lane/Major Mvmt NBL 10.5 B 0.2 NBT NBR EBLn1WBLn1 SBL SBT SBR 0.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1402 0.003 7.6 0 A A 0 - 710 670 1328 - 0.014 0.015 0.005 - 10.1 10.5 7.7 - B B A - 0 0 0 M. 0 A M. Synchro 11 Light Report 141 HCM 6th AWSC 6: WCR39 & WCR44 Full Background AM Intersection Intersection Delay, s/veh 8.4 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 4 4 0.91 23 4 0 EB 4 44 8 44 8 0.91 0.91 23 23 48 9 1 0 38 41 10 15 84 36 18 61 3 38 41 10 15 84 36 18 61 3 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 42 45 11 16 92 40 20 67 3 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.4 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.7 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.3 A NB 1 WB 1 EB 1 8.2 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 11% 7% 62% 79% 27% 14% Stop Stop 135 56 15 4 84 44 36 8 148 62 1 1 0.179 0.084 4.352 4.888 Yes Yes 826 734 2.371 2.912 0.179 0.084 8.3 8.4 A A 0.6 0.3 43% 46% 11% Stop 89 38 41 10 98 1 0.133 4.88 Yes 735 2.903 0.133 8.7 A 0.5 22% 74% 4% Stop 82 18 61 3 90 1 0.114 4.554 Yes 788 2.576 0.114 8.2 A 0.4 Synchro 11 Light Report 142 HCM 6th AWSC 6: WCR39 & WCR44 Full Background PM Intersection Intersection Delay, s/veh 8.7 Intersection LOS Movement A EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 0 0 0.91 23 0 0 4 24 6 24 6 0.91 0.91 23 23 26 7 1 0 EB 38 50 17 14 140 33 17 71 6 38 50 17 14 140 33 17 71 6 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 42 55 19 15 154 36 19 78 7 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.3 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.9 A VVBLn1 SBLn1 SB 1 EB 1 WB 1 8.9 A NB 1 WB 1 EB 1 8.3 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 7% 0% 75% 80% 18% 20% Stop Stop 187 30 14 0 140 24 33 6 205 33 1 1 0.251 0.046 4.392 5.03 Yes Yes 820 711 2.412 3.063 0.25 0.046 8.9 8.3 A A 1 0.1 36% 48% 16% Stop 105 38 50 17 115 1 0.159 4.963 Yes 723 2.991 0.159 8.9 A 0.6 18% 76% 6% Stop 94 17 71 6 103 1 0.131 4.572 Yes 785 2.596 0.131 8.3 A 0.4 Synchro 11 Light Report 143 APPENDIX G HCM 6th Signalized Intersection Summary 1: US85 & WCR32 Long Background AM Movement ." 'iy I 1- t 4\ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 180 180 0 1.00 1.00 1722 189 0.95 12 271 0.07 1640 1+ ii 1+ 11 tt r 'I tt r 55 70 135 70 35 45 965 75 60 1625 50 55 70 135 70 35 45 965 75 60 1625 50 0 0 0 0 0 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No No 1722 1722 1737 1737 1737 1796 1796 1796 1796 1796 1796 58 74 142 74 30 47 1016 46 63 1711 53 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 12 12 11 11 11 7 7 7 7 7 7 78 99 245 133 54 185 1836 819 349 1859 829 0.11 0.11 0.07 0.11 0.11 0.04 0.54 0.54 0.05 0.54 0.54 687 877 1654 1175 476 1711 3413 1522 1711 3413 1522 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 189 1640 5.5 5.5 1.00 271 0.70 271 1.00 1.00 31.2 7.6 0.0 1.5 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 132 1564 6.4 6.4 0.56 177 0.75 371 1.00 1.00 33.5 6.2 0.0 2.7 142 1654 5.5 5.5 1.00 245 0.58 245 1.00 1.00 29.2 3.4 0.0 2.5 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 104 1651 4.7 4.7 0.29 187 0.56 392 1.00 1.00 32.7 2.6 0.0 1.9 47 1711 0.9 0.9 1.00 185 0.25 236 1.00 1.00 16.8 0.7 0.0 0.4 38.8 0.0 39.7 32.6 0.0 35.3 17.5 D A D C A D B 1016 46 63 1706 1522 1711 15.3 1.1 1.2 15.3 1.1 1.2 1.00 1.00 1836 819 349 0.55 0.06 0.18 1836 819 409 1.00 1.00 1.00 1.00 1.00 1.00 11.9 8.6 8.7 1.2 0.1 0.2 0.0 0.0 0.0 5.5 0.4 0.4 1711 53 1706 1522 35.7 1.3 35.7 1.3 1.00 1859 829 0.92 0.06 1859 829 1.00 1.00 1.00 1.00 16.2 8.4 8.9 0.1 0.0 0.0 14.3 0.4 13.1 8.7 8.9 25.1 B A A 8.5 C A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 321 39.1 D 2 3 246 33.7 C 1109 13.1 B 4 5 6 7 8 1827 24.1 C Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p_c), s Intersection Summary 8.2 4.5 6.5 3.2 0.0 46.5 4.5 41.5 17.3 8.3 10.0 4.5 5.5 7.5 0.0 13.3 4.5 18.5 8.4 0.4 7.7 4.5 5.5 2.9 0.0 47.0 10.0 4.5 4.5 42.5 5.5 37.7 7.5 4.1 0.0 13.3 4.5 18.5 6.7 0.3 HCM 6th Ctrl Delay HCM 6th LOS 22.7 C Synchro 11 Light Report 145 Timing Report, Sorted By Phase 1: US85 & WCR32 Long Background AM Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 11 46 10 23 10 47 10 23 Maximum Split C/0) 12.2% 51.1% 11.1% 25.6% 11.1% 52.2% 11.1% 25.6% Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 11 57 67 0 10 57 67 End Time (s) 11 57 67 0 10 57 67 0 Yield/Force Off (s) 6.5 52.5 62.5 85.5 5.5 52.5 62.5 85.5 Yield/Force Off 170(s) 6.5 41.5 62.5 74.5 5.5 41.5 62.5 74.5 Local Start Time (s) 79 0 46 56 79 89 46 56 Local Yield (s) 85.5 41.5 51.5 74.5 84.5 41.5 51.5 74.5 Local Yield 170(s) 85.5 30.5 51.5 63.5 84.5 30.5 51.5 63.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 \DO 1 ci 7 ID 3 —Illri 4 fir -�, _100IJRr 0 r6 ill „ „ B:. •9 ' 0 6'7 112 Synchro 11 Light Report 146 Queues 1: US85 & WCR32 Long Background AM is -IP• i 4- 4\ t P \DP ir I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 189 132 142 111 47 1016 79 63 1711 53 v/c Ratio 0.75 0.54 0.61 0.51 0.23 0.57 0.09 0.20 0.90 0.06 Control Delay 49.1 27.1 38.2 34.5 9.1 15.3 1.0 7.6 25.6 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.1 27.1 38.2 34.5 9.1 15.3 1.0 7.6 25.6 0.1 Queue Length 50th (ft) 83 32 60 41 8 179 0 10 415 0 Queue Length 95th (ft) #179 85 110 90 22 268 8 28 #660 0 Internal Link Dist (ft) 581 2980 1209 1023 Turn Bay Length (ft) 200 200 400 400 750 750 Base Capacity (vph) 251 414 234 401 202 1791 860 322 1905 907 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.75 0.32 0.61 0.28 0.23 0.57 0.09 0.20 0.90 0.06 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 147 HCM 6th Signalized Intersection Summary 1: US85 & WCR32 Long Background PM Movement ." EBL 'iy I 1- t 4\ EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 255 255 0 1.00 1.00 1722 268 0.95 12 322 0.14 1640 1+ ii 1+ 11 tt r 'I tt r 45 60 110 65 65 55 1815 85 40 1215 65 45 60 110 65 65 55 1815 85 40 1215 65 0 0 0 0 0 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No No 1722 1722 1737 1737 1737 1796 1796 1796 1796 1796 1796 47 30 116 68 37 58 1911 37 42 1279 26 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 12 12 11 11 11 7 7 7 7 7 7 142 90 305 90 49 259 1951 870 132 1933 862 0.14 0.14 0.08 0.09 0.09 0.04 0.57 0.57 0.03 0.57 0.57 982 627 1654 1058 576 1711 3413 1522 1711 3413 1522 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 268 0 77 116 0 105 58 1911 37 42 1640 0 1609 1654 0 1633 1711 1706 1522 1711 14.5 0.0 4.5 6.6 0.0 6.6 1.5 57.3 1.1 1.1 14.5 0.0 4.5 6.6 0.0 6.6 1.5 57.3 1.1 1.1 1.00 0.39 1.00 0.35 1.00 1.00 1.00 322 0 232 305 0 140 259 1951 870 132 0.83 0.00 0.33 0.38 0.00 0.75 0.22 0.98 0.04 0.32 322 0 421 323 0 350 282 1951 870 164 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 37.0 0.0 40.4 39.4 0.0 46.9 12.6 21.9 9.9 25.3 16.8 0.0 0.8 0.8 0.0 7.9 0.4 16.1 0.1 1.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.6 0.0 1.8 2.7 0.0 3.0 0.5 25.3 0.4 0.6 53.8 0.0 41.2 40.2 0.0 54.8 13.1 38.0 10.0 26.7 D A D D A D B D A C 1279 1706 27.3 27.3 1933 0.66 1933 1.00 1.00 15.8 1.8 0.0 10.5 17.6 26 1522 0.8 0.8 1.00 862 0.03 862 1.00 1.00 10.1 0.1 0.0 0.3 10.1 B B Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 345 51.0 D 2 3 221 47.1 D 2006 36.8 D 4 5 6 7 8 1347 17.7 B Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p c), s Intersection Summary 8.0 4.5 5.5 3.1 0.0 64.5 4.5 59.5 59.3 0.2 12.8 4.5 9.5 8.6 0.0 19.6 4.5 27.5 6.5 0.3 8.6 4.5 5.5 3.5 0.0 64.0 19.0 4.5 4.5 59.5 14.5 29.3 16.5 12.1 0.0 13.5 4.5 22.5 8.6 0.4 HCM 6th Ctrl Delay HCM 6th LOS 32.1 C Synchro 11 Light Report 148 Timing Report, Sorted By Phase 1: US85 & WCR32 Long Background PM Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 64 14 32 10 64 19 27 Maximum Split C/0) 8.3% 53.3% 11.7% 26.7% 8.3% 53.3% 15.8% 22.5% Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 74 88 0 10 74 93 End Time (s) 10 74 88 0 10 74 93 0 Yield/Force Off (s) 5.5 69.5 83.5 115.5 5.5 69.5 88.5 115.5 Yield/Force Off 170(s) 5.5 58.5 83.5 104.5 5.5 58.5 88.5 104.5 Local Start Time (s) 110 0 64 78 110 0 64 83 Local Yield (s) 115.5 59.5 73.5 105.5 115.5 59.5 78.5 105.5 Local Yield 170(s) 115.5 48.5 73.5 94.5 115.5 48.5 78.5 94.5 Intersection Summary Cycle Length Control Type Natural Cycle 120 Semi Act-Uncoord 120 Splits and Phases: 1: US85 & WCR32 —Din 4 w � I a -' 2_. I Li n jik . I:17 4- )7 [ I 11i s I 64s 19 s Synchro 11 Light Report 149 Queues 1: US85 & WCR32 Long Background PM is -IP• i 4- 4\ t P \DP ir I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 268 110 116 136 58 1911 89 42 1279 68 v/c Ratio 0.88 0.37 0.43 0.64 0.28 0.99 0.10 0.28 0.68 0.08 Control Delay 62.5 26.5 35.7 47.6 12.1 42.1 0.8 13.6 20.8 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.5 26.5 35.7 47.6 12.1 42.1 0.8 13.6 20.8 0.2 Queue Length 50th (ft) 162 36 63 67 14 -771 0 10 334 0 Queue Length 95th (ft) #242 88 111 132 35 #997 8 27 468 0 Internal Link Dist (ft) 581 2980 1209 1023 Turn Bay Length (ft) 200 200 400 400 750 750 Base Capacity (vph) 309 436 277 361 210 1937 924 150 1874 899 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.87 0.25 0.42 0.38 0.28 0.99 0.10 0.28 0.68 0.08 Intersection Summary Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 150 HCM 6th TWSC 2: WCR35 & WCR32 Long Background AM Intersection Int Delay, s/veh Movement 1.1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 10 10 0 Free M. 95 15 11 Major/Minor Major1 4 155 155 0 Free 0 0 95 15 163 10 10 0 Free None 95 15 11 5 5 0 Free M. M. 95 14 5 Major2 4 165 165 0 Free 0 0 95 14 174 5 5 0 Free None MI MI 95 14 5 5 5 0 Stop m. 95 9 5 4 5 5 0 Stop M. 0 0 95 9 5 5 5 0 Stop None 5 5 0 Stop 95 95 9 13 5 5 Minor1 Minor2 4 5 5 0 Stop 0 0 95 13 5 5 5 0 Stop None MI 95 13 5 Conflicting Flow All 179 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1322 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1322 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 174 M. M. - 4.24 M. - 2.326 - 1333 M. - 1333 M. M. WB 0 0 383 380 169 383 383 - 191 191 - 187 187 - 192 189 - 196 196 - 7.19 6.59 6.29 7.23 6.63 - 6.19 5.59 - 6.23 5.63 - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 563 542 857 556 533 838 - 795 729 - 790 725 - 794 731 - 781 718 MI 177 6.33 M. M. - 549 535 857 543 526 838 - 549 535 - 543 526 - 788 722 - 783 722 - 780 728 - 764 712 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt NBLn1 EBL 0.2 11 B EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 618 1322 0.026 0.008 11 7.7 B A 0.1 0 0 A - 1333 - 0.004 - 7.7 - A - 0 - - 608 - - 0.026 0 - 11.1 A - B - - 0.1 Synchro 11 Light Report 151 HCM 6th TWSC 2: WCR35 & WCR32 Long Background PM Intersection Int Delay, s/veh Movement 1.4 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 15 15 0 Free M. 95 15 16 Major/Minor Major1 4 155 155 0 Free 0 0 95 15 163 5 5 0 Free None 95 15 5 5 5 0 Free M. M. 95 14 5 Major2 4 145 145 0 Free 0 0 95 14 153 5 5 0 Free None MI MI 95 14 5 5 5 0 Stop m. 95 9 5 4 5 5 0 Stop M. 0 0 95 9 5 5 5 0 Stop None 5 5 0 Stop 95 95 9 13 5 5 Minor1 Minor2 4 5 5 0 Stop 0 0 95 13 5 10 10 0 Stop None MI 95 13 11 Conflicting Flow All 158 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1346 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1346 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 168 0 0 372 366 166 369 366 - - - - - 198 198 - 166 166 - - - - - 174 168 - 203 200 - - 4.24 - - 7.19 6.59 6.29 7.23 6.63 - - - - - 6.19 5.59 - 6.23 5.63 - - - - - 6.19 5.59 - 6.23 5.63 - - - -3.581 4.081 3.381 3.617 4.117 3.417 - - - 572 552 860 568 545 862 - - - - - 788 724 - 811 741 - - - - - 812 746 - 774 715 - 2.326 - 1340 - - 1340 - WB MI 156 6.33 M. M. - 554 543 860 553 536 862 - 554 543 - 553 536 - 778 715 - 800 738 - 793 743 - 754 706 NB SB M. HCM Control Delay, s 0.7 HCM LOS Minor Lane/Major Mvmt 0.2 10.9 10.6 B B NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 624 1346 0.025 0.012 10.9 7.7 0 B A A 0.1 0 - 1340 - 0.004 - 7.7 - A - 0 - - 667 - - 0.032 0 - 10.6 A - B - 0.1 Synchro 11 Light Report 152 HCM 6th AWSC 3: WCR39 & WCR32 Long Background AM Intersection Intersection Delay, s/veh 8.9 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 45 50 30 5 70 5 30 35 5 10 105 80 45 50 30 5 70 5 30 35 5 10 105 80 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 15 15 15 23 23 23 13 13 13 12 12 12 47 53 32 5 74 5 32 37 5 11 111 84 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.9 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.8 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.5 A NB 1 WB 1 EB 1 9.1 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 43% 36% 50% 40% 7% 24% Stop Stop 70 125 30 45 35 50 5 30 74 132 1 1 0.101 0.177 4.946 4.851 Yes Yes 724 738 2.984 2.889 0.102 0.179 8.5 8.9 A A 0.3 0.6 6% 88% 6% Stop 80 5 70 5 84 1 0.119 5.091 Yes 703 3.132 0.119 8.8 A 0.4 5% 54% 41% Stop 195 10 105 80 205 1 0.257 4.503 Yes 796 2.533 0.258 9.1 A 1 Synchro 11 Light Report 153 HCM 6th AWSC 3: WCR39 & WCR32 Long Background PM Intersection Intersection Delay, s/veh Intersection LOS Movement 9 A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 70 45 30 5 60 35 25 100 5 10 75 40 70 45 30 5 60 35 25 100 5 10 75 40 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 15 15 15 23 23 23 13 13 13 12 12 12 74 47 32 5 63 37 26 105 5 11 79 42 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 9.3 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.8 A WBLn1 SBLn1 SB 1 EB 1 WB 1 9.1 A NB 1 WB 1 EB 1 8.8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 19% 48% 77% 31% 4% 21% Stop Stop 130 145 25 70 100 45 5 30 137 153 1 1 0.188 0.209 4.941 4.918 Yes Yes 724 728 2.987 2.962 0.189 0.21 9.1 9.3 A A 0.7 0.8 5% 60% 35% Stop 100 5 60 35 105 1 0.145 4.943 Yes 723 2.991 0.145 8.8 A 0.5 8% 60% 32% Stop 125 10 75 40 132 1 0.173 4.745 Yes 753 2.792 0.175 8.8 A 0.6 Synchro 11 Light Report 154 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Long Background AM Intersection Int Delay, s/veh Movement 5.2 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 105 105 0 Stop M. 100 ,# 0 0 95 2 111 80 80 0 Stop None 0 95 2 84 t 85 85 0 Free 0 0 95 13 89 ri 15 15 0 Free None 500 M. 95 13 16 35 35 0 Free 350 95 12 37 Minor1 Major1 Major2 t 90 90 0 Free None 0 0 95 12 95 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 258 89 0 0 105 0 89 - - 169 - - 6.42 6.22 - - 4.22 5.42 - - 5.42 - - 3.518 3.318 - - 2.308 731 969 - - 1426 934 - - 861 - - 712 969 712 934 839 Approach WB M. M. M. M. - 1426 NB SB MI MI MI MI MI MI MI HCM Control Delay, s 10.2 0 2.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 712 969 1426 - 0.155 0.087 0.026 - 11 9.1 7.6 - B A A - 0.5 0.3 0.1 Synchro 11 Light Report 155 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Long Background PM Intersection Int Delay, s/veh Movement 3.4 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 55 55 0 Stop M. 100 ,# 0 0 95 2 58 35 35 0 Stop None 0 95 2 37 t 125 125 0 Free 0 0 95 13 132 ri 90 90 0 Free None 500 M. 95 13 95 70 70 0 Free 350 95 12 74 Minor1 Major1 Major2 t 65 65 0 Free None 0 0 95 12 68 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 348 132 132 216 6.42 6.22 5.42 5.42 - 3.518 3.318 649 917 894 820 611 917 611 894 772 Approach WB 0 0 227 NB M. M. - 4.22 M. - 2.308 - 1284 M. M. - 1284 M. M. BM SB 0 MI MI MI MI MI MI HCM Control Delay, s 10.6 HCM LOS B 0 4.1 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 611 917 1284 - 0.095 0.04 0.057 - 11.5 9.1 8 - B A A - 0.3 0.1 0.2 Synchro 11 Light Report 156 HCM 6th TWSC 5: WCR39 & WCR38 Long Background AM Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 5 5 0 Stop M. 95 18 5 4 5 5 0 Stop 0 0 95 18 5 20 20 0 Stop None 95 18 21 15 15 0 Stop M. 95 44 16 4 5 5 0 Stop 0 0 95 44 5 5 5 0 Stop None MI MI 95 44 5 5 5 0 Free 4 140 140 0 Free M. 0 - 0 95 95 18 18 5 147 Major/Minor Minor2 Minor1 Major1 30 30 0 Free None 95 18 32 25 25 0 Free 95 19 26 Major2 4 100 100 0 Free 0 0 95 19 105 25 25 0 Free None MI 95 19 26 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 348 170 178 7.28 6.28 6.28 3.662 578 796 788 359 118 170 189 6.68 6.38 5.68 5.68 - 4.162 3.462 543 892 729 715 356 173 183 7.54 6.54 6.54 3.896 528 740 730 356 173 183 6.94 5.94 5.94 4.396 508 683 676 163 131 MI 6.64 4.28 3.696 2.362 783 1361 MI m 558 529 892 502 495 783 1361 558 529 - 502 495 793 713 - 737 680 774 712 - 692 661 Approach EB WB MI NB 0 0 179 - 4.29 - 2.371 - 1300 - 1300 SB 0 0 HCM Control Delay, s 10.1 HCM LOS B Minor Lane/Major Mvmt 12 B 0.2 NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 1.3 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1361 0.004 7.7 A 0 - - 735 539 1300 - - 0.043 0.049 0.02 0 - 10.1 12 7.8 A - B B A - - 0.1 0.2 0.1 M. 0 A M. Synchro 11 Light Report 157 HCM 6th TWSC 5: WCR39 & WCR38 Long Background PM Intersection Int Delay, s/veh Movement 1.4 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 10 10 0 Stop M. 4 5 5 0 Stop 0 - 0 95 95 18 18 11 5 Minor2 5 5 0 Stop None 95 18 5 5 5 0 Stop M. 95 44 5 Minor1 4 5 5 0 Stop 0 0 95 44 5 5 5 0 Stop None MI MI 95 44 5 5 5 0 Free 4 185 185 0 Free M. 0 - 0 95 95 18 18 5 195 Major1 5 10 5 10 0 0 Free Free None - 95 18 5 95 19 11 Major2 4 135 135 0 Free 0 0 95 19 142 5 5 0 Free None MI 95 19 5 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 380 167 213 7.28 6.28 6.28 3.662 550 799 754 377 167 210 6.68 5.68 5.68 4.162 530 731 699 145 6.38 3.462 862 380 208 172 7.54 6.54 6.54 3.896 508 707 741 377 208 169 6.94 5.94 5.94 4.396 494 658 686 198 147 MI MI 6.64 4.28 3.696 2.362 747 1342 MI M 536 523 862 496 488 747 1342 536 523 - 496 488 796 724 - 704 655 740 696 - 725 680 Approach EB WB MI NB 0 0 200 - 4.29 - 2.371 - 1277 - 1277 SB 0 0 HCM Control Delay, s 11.4 HCM LOS B Minor Lane/Major Mvmt NBL 11.7 B 0.2 NBT NBR EBLn1WBLn1 SBL SBT SBR 0.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1342 0.004 7/ 0 A A 0 - 588 555 1277 - 0.036 0.028 0.008 - 11.4 11.7 7.8 - B B A - 0.1 0.1 0 M. 0 A M. Synchro 11 Light Report 158 HCM 6th AWSC 6: WCR39 & WCR44 Long Background AM Intersection Intersection Delay, s/veh Intersection LOS Movement 9 A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 5 55 15 45 50 15 25 135 45 25 85 5 5 55 15 45 50 15 25 135 45 25 85 5 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 23 23 23 20 20 20 5 5 5 4 4 4 5 58 16 47 53 16 26 142 47 26 89 5 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.8 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.2 A WBLn1 SBLn1 SB 1 EB 1 WB 1 9.2 A NB 1 WB 1 EB 1 8.7 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 12% 7% 66% 73% 22% 20% Stop Stop 205 75 25 5 135 55 45 15 216 79 1 1 0.271 0.112 4.529 5.126 Yes Yes 792 697 2.562 3.175 0.273 0.113 9.2 8.8 A A 1.1 0.4 41% 45% 14% Stop 110 45 50 15 116 1 0.165 5.13 Yes 697 3.175 0.166 9.2 A 0.6 22% 74% 4% Stop 115 25 85 5 121 1 0.159 4.741 Yes 755 2.779 0.16 8.7 A 0.6 Synchro 11 Light Report 159 HCM 6th AWSC 6: WCR39 & WCR44 Long Background PM Intersection Intersection Delay, s/veh Intersection LOS Movement 9 A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 5 30 15 45 60 20 25 115 40 20 115 10 5 30 15 45 60 20 25 115 40 20 115 10 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 23 23 23 20 20 20 5 5 5 4 4 4 5 32 16 47 63 21 26 121 42 21 121 11 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.6 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.3 A WBLn1 SBLn1 SB 1 EB 1 WB 1 9 A NB 1 WB 1 EB 1 8.8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 14% 10% 64% 60% 22% 30% Stop Stop 180 50 25 5 115 30 40 15 189 53 1 1 0.239 0.075 4.536 5.104 Yes Yes 790 699 2.57 3.154 0.239 0.076 9 8.6 A A 0.9 0.2 36% 48% 16% Stop 125 45 60 20 132 1 0.186 5.077 Yes 705 3.121 0.187 9.3 A 0.7 14% 79% 7% Stop 145 20 115 10 153 1 0.197 4.648 Yes 771 2.686 0.198 8.8 A 0.7 Synchro 11 Light Report 160 APPENDIX H HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Short Total AM ." Movement EBL -Niy l 1- t 4\ EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt FIt Protected Satd. Flow (prot) FIt Permitted Satd. Flow (perm) 127 127 1900 4 38 38 1900 4.5 1.00 0.97 0.97 1597 0.71 1174 49 49 1900 94 94 1900 4 48 48 1900 4.5 1.00 0.98 0.97 1632 0.71 1198 24 24 1900 ii 32 32 1900 4.5 1.00 1.00 0.95 1687 0.12 210 tt 675 675 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 52 52 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 li etut 41 1136 41 1136 1900 1900 4.5 4.5 1.00 0.95 1.00 1.00 0.95 1.00 1687 3374 0.26 1.00 459 3374 36 36 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.90 141 0 0 12% 0.90 42 12 225 12% 0.90 54 0 0 12% 0.90 104 0 0 11% 0.90 53 7 177 11% 0.90 27 0 0 11% 0.90 36 0 36 7% 0.90 750 0 750 7% 0.90 58 35 23 7% 0.90 46 0 46 7% 0.90 1262 0 1262 7% 0.90 40 24 16 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 18.9 18.9 0.22 4.5 3.0 Perm NA 8 8 18.9 18.9 0.22 4.5 3.0 pm+pt 5 2 36.9 36.9 0.43 4.5 3.0 NA 2 33.8 33.8 0.40 4.5 3.0 Perm pm+pt 1 2 6 33.8 36.9 33.8 36.9 0.40 0.43 4.5 4.5 3.0 3.0 33.8 33.8 0.40 4.5 3.0 NA Perm 6 6 33.8 33.8 0.40 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 259 c0.19 0.87 32.0 0.18 23.4 29.0 C 29.0 C 265 144 1335 597 242 1335 597 c0.01 0.22 0.01 c0.37 0.15 0.10 0.02 0.07 0.01 0.67 0.25 0.56 0.04 0.19 0.95 0.03 30.4 18.1 20.0 15.8 14.8 24.9 15.8 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.2 0.9 1.7 0.1 0.4 14.6 0.1 36.6 19.0 21.8 16.0 15.2 39.5 15.8 D B C B B D B 36.6 21.2 38.0 D C D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 31.7 0.73 85.4 56.5% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 B Synchro 11 Light Report 162 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Short Total AM ." Movement EBL EBT -NiT ima EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1- t 4\ t P \D 717 i Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) o 197 0 0 116 0 1 0 15 0 197 0 0 116 0 1 0 15 1900 1900 1900 1900 1900 1900 1900 1900 1900 4.5 4.5 4.5 1.00 1.00 1.00 1.00 1.00 0.87 1.00 1.00 1.00 1863 1863 1621 1.00 1.00 0.99 1863 1863 1610 2 2 1900 44 0 0 1900 4.5 1.00 1.00 0.95 1770 0.75 1390 0 0 1900 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) 0.91 0.91 0.91 0.91 0 216 0 0 0 0 0 0 0 216 0 0 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 127 0 1 0 16 2 0 0 0 0 0 15 0 0 0 0 127 0 0 2 0 0 2 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) 4 NA 4 18.9 18.9 0.22 4.5 3.0 8 NA 8 18.9 18.9 0.22 4.5 3.0 Perm NA 14 14 11.6 11.6 0.14 4.5 3.0 Perm NA 14 14 11.6 11.6 0.14 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 412 c0.12 0.52 29.3 1.00 1.2 30.5 C 30.5 C 412 0.07 0.31 27.8 0.73 0.4 20.6 C 20.6 C 218 0.00 0.01 31.9 1.00 0.1 32.0 C 32.0 C 188 c0.00 0.01 31.9 1.00 0.1 32.0 C 32.0 C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 27.1 0.15 85.4 22.0% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 A Synchro 11 Light Report 163 Timing Report, Sorted By Phase 1: US85 & WCR32 Short Total AM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 38 26 10 38 26 16 Maximum Split (°/0) 11.1% 42.2% 28.9% 11.1% 42.2% 28.9% 17.8% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 48 0 10 48 74 End Time (s) 10 48 74 10 48 74 0 Yield/Force Off (s) 5.5 43.5 69.5 5.5 43.5 69.5 85.5 Yield/Force Off 170(s) 5.5 32.5 58.5 5.5 32.5 58.5 85.5 Local Start Time (s) 80 0 38 80 0 38 64 Local Yield (s) 85.5 33.5 59.5 85.5 33.5 59.5 75.5 Local Yield 170(s) 85.5 22.5 48.5 85.5 22.5 48.5 75.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 1 1 = 1 tO2�• r1 x12 _ — 12 X014 0 10 S in 6_, a `r0 ' I [II —1 —1 in _ — 1 — 12 41I ill ion j2s 6 S isil 16 S _ Synchro 11 Light Report 164 Queues 1: US85 & WCR32 Short Total AM 4\ t t \DP ir I Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 237 184 36 750 58 46 1262 40 v/c Ratio 0.86 0.66 0.19 0.55 0.08 0.16 0.92 0.06 Control Delay 33.9 41.3 14.8 22.3 0.2 13.9 38.3 0.2 Queue Delay 0.0 0.1 3.5 0.0 0.0 0.0 0.0 1.7 Total Delay 33.9 41.3 18.3 22.3 0.2 13.9 38.3 1.9 Queue Length 50th (ft) 39 89 10 177 0 13 '375 0 Queue Length 95th (ft) #247 163 26 237 0 32 #528 0 Internal Link Dist (ft) 2 2980 1209 1023 Turn Bay Length (ft) 400 400 750 750 Base Capacity (vph) 316 318 191 1365 686 283 1365 686 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 3 103 0 0 0 0 554 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.75 0.58 0.41 0.55 0.08 0.16 0.92 0.30 Intersection Summary Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 165 Queues 12: Vasquez & WCR32 Short Total AM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 216 127 17 2 v/c Ratio 0.51 0.30 0.05 0.01 Control Delay 33.7 22.1 0.3 34.5 Queue Delay 1.3 0.0 0.0 0.0 Total Delay 35.0 22.1 0.3 34.5 Queue Length 50th (ft) 106 42 0 1 Queue Length 95th (ft) 175 m77 0 8 Internal Link Dist (ft) 1383 2 1063 937 Turn Bay Length (ft) Base Capacity (vph) 484 484 333 193 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 123 0 18 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.60 0.26 0.05 0.01 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. Synchro 11 Light Report 166 HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Short Total PM ." Movement EBL EBT -NiT ima EBR WBL 1- t 4\ t P \,. VVBT VVBR NBL NBT NBR SBL i SBT SBR i Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt FIt Protected Satd. Flow (prot) FIt Permitted Satd. Flow (perm) 178 178 1900 4 32 32 1900 4.5 1.00 0.98 0.97 1601 0.66 1090 43 43 1900 73 73 1900 4 45 45 1900 4.5 1.00 0.96 0.98 1614 0.79 1307 42 42 1900 ii 37 37 1900 4.5 1.00 1.00 0.95 1687 0.20 359 tt 1268 1268 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 60 60 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 li 26 26 1900 4.5 1.00 1.00 0.95 1687 0.08 149 tet 849 849 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 44 44 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.94 189 0 0 12% 0.94 34 7 262 12% 0.94 46 0 0 12% 0.94 78 0 0 11% 0.94 48 12 159 11% 0.94 45 0 0 11% 0.94 39 0 39 7% 0.94 1349 0 1349 7% 0.94 64 36 28 7% 0.94 28 0 28 7% 0.94 903 0 903 7% 0.94 47 26 21 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 27.4 27.4 0.25 4.5 3.0 Perm NA 8 8 27.4 27.4 0.25 4.5 3.0 pm+pt 5 2 50.8 50.8 0.47 4.5 3.0 NA Perm pm+pt 2 1 2 6 47.6 47.6 50.8 47.6 47.6 50.8 0.44 0.44 0.47 4.5 4.5 4.5 3.0 3.0 3.0 NA Perm 6 6 47.6 47.6 47.6 47.6 0.44 0.44 4.5 4.5 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 277 c0.24 0.95 39.4 0.19 36.9 44.2 D 44.2 D 332 208 1491 666 115 1491 666 0.01 c0.40 c0.01 0.27 0.12 0.08 0.02 0.11 0.01 0.48 0.19 0.90 0.04 0.24 0.61 0.03 34.1 16.8 27.9 17.1 21.2 22.9 17.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.1 0.4 9.4 0.1 1.1 1.8 0.1 35.2 17.3 37.3 17.2 22.3 24.7 17.1 D B D B C C B 35.2 35.9 24.3 D D C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 32.7 0.78 107.7 63.4% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 B Synchro 11 Light Report 167 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Short Total PM Movement EBL EBT -NiT ima EBR WBL k. 4\ t P \DP ir I WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 230 1 0 126 0 1 1 23 0 0 2 Future Volume (vph) 0 230 1 0 126 0 1 1 23 0 0 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.88 0.86 Flt Protected 1.00 1.00 1.00 1.00 Satd. Flow (prot) 1862 1863 1627 1611 Flt Permitted 1.00 1.00 0.99 1.00 Satd. Flow (perm) 1862 1863 1619 1611 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 245 1 0 134 0 1 1 24 0 0 2 RTOR Reduction (vph) 0 0 0 0 0 0 0 21 0 0 2 0 Lane Group Flow (vph) 0 246 0 0 134 0 0 5 0 0 0 0 Turn Type NA Protected Phases 4 Permitted Phases 4 8 Actuated Green, G (s) 27.4 Effective Green, g (s) 27.4 Actuated g/C Ratio 0.25 Clearance Time (s) 4.5 Vehicle Extension (s) 3.0 NA Perm NA NA 8 14 14 14 14 27.4 11.5 11.5 27.4 11.5 11.5 0.25 0.11 0.11 4.5 4.5 4.5 3.0 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 473 c0.13 0.52 34.5 1.00 1.0 35.5 D 35.5 D 473 172 172 0.07 0.28 32.3 0.80 0.3 26.0 C 26.0 C c0.00 0.03 43.1 1.00 0.3 43.4 D 43.4 D 0.00 0.00 43.0 1.00 0.0 43.0 D 43.0 D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 33.0 HCM 2000 Level of Service C 0.16 107.7 Sum of lost time (s) 18.0 23.8% ICU Level of Service A 15 Synchro 11 Light Report 168 Timing Report, Sorted By Phase 1: US85 & WCR32 Short Total PM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 52 32 10 52 32 16 Maximum Split (°/0) 9.1% 47.3% 29.1% 9.1% 47.3% 29.1% 14.5% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 62 0 10 62 94 End Time (s) 10 62 94 10 62 94 0 Yield/Force Off (s) 5.5 57.5 89.5 5.5 57.5 89.5 105.5 Yield/Force Off 170(s) 5.5 46.5 78.5 5.5 46.5 78.5 105.5 Local Start Time (s) 100 0 52 100 0 52 84 Local Yield (s) 105.5 47.5 79.5 105.5 47.5 79.5 95.5 Local Yield 170(s) 105.5 36.5 68.5 105.5 36.5 68.5 95.5 Intersection Summary Cycle Length Control Type Natural Cycle 110 Semi Act-Uncoord 110 Splits and Phases: 1: US85 & WCR32 I I 1 =-i 402 �1 =12 •B =12 �' I I14 10 = $52s . -- 1 �' I :I --1 .� - Do 4-1 -� 12 iii. Ill - -e ! Id �_ 1■ c . _ , - Synchro 11 Light Report 169 Queues 1: US85 & WCR32 Short Total PM 4\ t t ', ir I Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 269 171 39 1349 64 28 903 47 v/c Ratio 0.93 0.49 0.16 0.89 0.09 0.19 0.59 0.06 Control Delay 48.5 36.6 14.6 36.2 1.3 15.8 24.5 0.2 Queue Delay 0.0 0.1 53.2 0.0 0.0 0.0 0.0 11.8 Total Delay 48.5 36.7 67.9 36.2 1.3 15.8 24.5 12.0 Queue Length 50th (ft) 77 94 13 464 0 9 254 0 Queue Length 95th (ft) #354 165 30 #618 8 24 322 0 Internal Link Dist (ft) 7 2980 1209 1023 Turn Bay Length (ft) 400 400 750 750 Base Capacity (vph) 290 352 241 1518 736 151 1518 736 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 8 198 0 0 0 0 662 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.93 0.50 0.91 0.89 0.09 0.19 0.59 0.64 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 170 Queues 12: Vasquez & WCR32 Short Total PM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 246 134 26 2 v/c Ratio 0.51 0.28 0.13 0.00 Control Delay 38.8 27.6 20.0 0.0 Queue Delay 0.9 0.0 0.0 0.0 Total Delay 39.7 27.6 20.0 0.0 Queue Length 50th (ft) 151 60 1 0 Queue Length 95th (ft) 233 98 28 0 Internal Link Dist (ft) 1383 7 1063 980 Turn Bay Length (ft) Base Capacity (vph) 484 485 197 981 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 81 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.61 0.28 0.13 0.00 Intersection Summary Synchro 11 Light Report 171 HCM 6th TWSC 2: WCR35 & WCR32 Short Total AM Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 6 6 0 Free M. 90 15 7 Major/Minor Major1 107 8 3 108 1 2 0 1 3 0 4 107 8 3 108 1 2 0 1 3 0 4 0 0 0 0 0 0 0 0 0 0 0 Free Free Free Free Free Stop Stop Stop Stop Stop Stop - None - - None - - None - - None 0 0 90 15 119 90 15 9 90 14 3 Major2 0 0 90 14 120 MI MI 90 90 14 9 1 2 M. 0 0 90 9 0 90 90 9 13 1 3 Minor1 Minor2 0 0 90 13 0 MI 90 13 4 Conflicting Flow All 121 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1390 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1390 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 128 0 0 267 265 124 265 269 - - - 138 138 - 127 127 - - - 129 127 - 138 142 - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 672 629 908 666 619 901 - - - 849 769 - 851 770 - - - 858 778 - 839 759 - 4.24 - 2.326 - 1387 - 1387 M. M. WB MI 121 6.33 M. M. - 665 625 908 661 615 901 - 665 625 - 661 615 - 845 765 - 847 768 - 852 776 - 834 755 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt 0.2 10 9.7 B A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 730 1390 0.005 0.005 10 7.6 0 B A A 0 0 - 1387 - 0.002 - 7.6 0 - A A - 0 - 780 - 0.01 - 9.7 - A - 0 Synchro 11 Light Report 172 HCM 6th TWSC 2: WCR35 & WCR32 Short Total PM Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 11 11 0 Free M. 85 15 13 Major/Minor Major1 4 104 104 0 Free 0 0 85 15 122 2 2 0 Free None 100 15 2 0 0 0 Free M. M. 85 14 0 Major2 4 95 95 0 Free 0 0 85 14 112 1 4 1 4 0 0 Free Stop None - MI MI m. 85 85 14 9 1 5 0 1 0 0 8 0 1 0 0 8 0 0 0 0 0 Stop Stop Stop Stop Stop None - - None M. 0 0 85 9 0 85 85 9 13 1 0 Minor1 Minor2 0 0 85 13 0 MI 85 13 9 Conflicting Flow All 113 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1399 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1399 Mov Cap -2 Maneuver Stage 1 Stage 2 Approach EB 0 0 124 0 0 266 262 123 263 263 - - - 149 149 - 113 113 - - - 117 113 - 150 150 - - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - -3.581 4.081 3.381 3.617 4.117 3.417 - - 673 631 909 668 624 911 - - - 837 761 - 866 781 - - - 871 789 - 827 753 - 4.24 - 2.326 - 1392 - 1392 M. M. WB MI 113 6.33 M. M. - 661 625 909 662 618 911 - 661 625 - 662 618 - 829 753 - 857 781 - 862 789 - 818 745 NB SB M. HCM Control Delay, s 0.7 HCM LOS Minor Lane/Major Mvmt 0 10.2 9 B A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 699 1399 0.008 0.009 10.2 7.6 0 B A A 0 0 - 1392 - BM 0 A 0 Synchro 11 Light Report 173 HCM 6th AWSC 3: WCR39 & WCR32 Short Total AM Intersection Intersection Delay, s/veh 8.2 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 30 32 21 1 48 3 19 27 0 6 66 50 30 32 21 1 48 3 19 27 0 6 66 50 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 15 15 15 23 23 23 13 13 13 12 12 12 35 38 25 1 56 4 22 32 0 7 78 59 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.3 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.3 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.1 A NB 1 WB 1 EB 1 8.2 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 41% 36% 59% 39% 0% 25% Stop Stop 46 83 19 30 27 32 0 21 54 98 1 1 0.071 0.125 4.748 4.607 Yes Yes 757 780 2.764 2.622 0.071 0.126 8.1 8.3 A A 0.2 0.4 2% 5% 92% 54% 6% 41% Stop Stop 52 122 1 6 48 66 3 50 61 144 1 1 0.082 0.172 4.831 4.319 Yes Yes 743 832 2.849 2.333 0.082 0.173 8.3 8.2 A A 0.3 0.6 Synchro 11 Light Report 174 HCM 6th AWSC 3: WCR39 & WCR32 Short Total PM Intersection Intersection Delay, s/veh 8.2 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 43 43 0.96 15 45 0 EB 4 29 19 29 19 0.96 0.96 15 15 30 20 1 0 1 40 24 17 70 1 5 51 25 1 40 24 17 70 1 5 51 25 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 23 23 23 13 13 13 12 12 12 1 42 25 18 73 1 5 53 26 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.3 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.3 A NB 1 WB 1 EB 1 8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 19% 47% 80% 32% 1% 21% Stop Stop 88 91 17 43 70 29 1 19 92 95 1 1 0.118 0.122 4.636 4.617 Yes Yes 775 778 2.651 2.633 0.119 0.122 8.3 8.3 A A 0.4 0.4 2% 62% 37% Stop 65 1 40 24 68 1 0.086 4.597 Yes 781 2.615 0.087 8 A 0.3 6% 63% 31% Stop 81 5 51 25 84 1 0.104 4.427 Yes 812 2.442 0.103 8 A 0.3 Synchro 11 Light Report 175 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Short Total AM Intersection Int Delay, s/veh Movement 4.6 VI/BL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 'll r t r 61 46 58 9 61 46 58 9 0 0 0 0 Stop Stop Free Free None - None 100 0 500 ,# 0 0 0 0 85 85 85 85 2 2 13 13 72 54 68 11 M. Minor1 M. 'I t 18 60 18 60 0 0 Free Free - None 350 - - 0 - 0 85 85 12 12 21 71 Major1 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 181 68 0 0 79 0 68 - - 113 - - 6.42 6.22 - - 4.22 5.42 - - 5.42 - - 3.518 3.318 - - 2.308 808 995 - - 1458 955 - - 912 - - 797 995 797 955 899 Approach WB NB M. M. M. M. M. - 1458 M. M. SB MI MI MI MI MI MI MI MI HCM Control Delay, s 9.5 HCM LOS A Minor Lane/Major Mvmt 0 1.7 NBT N BRWBLn 1 WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 797 995 1458 - 0.09 0.054 0.015 - 10 8.8 7.5 - B A A - 0.3 0.2 0 Synchro 11 Light Report 176 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Short Total PM Intersection Int Delay, s/veh Movement 3.2 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 35 35 0 Stop M. 100 ,# 0 0 85 2 41 25 25 0 Stop None 0 85 2 29 t 85 85 0 Free 0 0 85 13 100 ri 57 57 0 Free None 500 M. 85 13 67 li 45 45 0 Free 350 85 12 53 Minor1 Major1 Major2 t 45 45 0 Free None 0 0 85 12 53 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 259 100 100 159 6.42 6.22 5.42 5.42 - 3.518 3.318 730 956 924 870 702 956 702 924 836 Approach WB 0 0 167 M. M. - 4.22 M. - 2.308 - 1352 M. - 1352 M. M. NB SB 0 MI MI MI MI MI MI MI HCM Control Delay, s 9.8 0 3.9 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 702 956 1352 - 0.059 0.031 0.039 - 10.4 8.9 7.8 - B A A - 0.2 0.1 0.1 Synchro 11 Light Report 177 HCM 6th TWSC 5: WCR39 & WCR38 Short Total AM Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 3 3 0 Stop M. 87 18 3 Minor2 4 4 4 0 Stop 0 0 87 18 5 14 14 0 Stop None 87 18 16 9 9 0 Stop M. M. 87 44 10 Minor1 4 0 0 0 Stop 0 0 87 44 0 2 2 0 Stop None MI MI 87 44 2 4 4 0 Free 87 18 5 Major1 4 90 90 0 Free M. 0 0 87 18 103 19 19 0 Free None 18 18 0 Free 87 87 18 19 22 21 Major2 4 64 64 0 Free 0 0 87 19 74 15 15 0 Free None MI 87 19 17 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 250 125 125 7.28 6.28 6.28 3.662 672 842 842 260 83 125 135 6.68 6.38 5.68 5.68 4.162 618 763 755 3.462 934 259 124 135 7.54 6.54 6.54 3.896 616 788 777 257 124 133 6.94 6.64 4.28 5.94 5.94 - 4.396 3.696 2.362 581 836 1409 719 712 114 91 0 0 125 MI MI MI M 660 606 934 593 569 836 1409 660 606 - 593 569 839 751 - 785 716 836 752 - 747 701 Approach EB WB MI NB - 4.29 - 2.371 - 1363 - 1363 SB 0 0 HCM Control Delay, s 9.6 HCM LOS A Minor Lane/Major Mvmt NBL 10.9 B 0.3 NBT NBR EBLn1WBLn1 SBL SBT SBR 1.4 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1409 0.003 7.6 A 0 - - 804 626 1363 - - 0.03 0.02 0.015 0 - 9.6 10.9 7.7 A - A B A - - 0.1 0.1 0 M. 0 A M. Synchro 11 Light Report 178 HCM 6th TWSC 5: WCR39 & WCR38 Short Total PM Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 5 5 0 Stop M. 89 18 6 Minor2 4 0 0 0 Stop 0 0 89 18 0 2 2 0 Stop None 89 18 2 4 4 0 Stop M. M. 89 44 4 Minor1 4 0 0 0 Stop 0 0 89 44 0 3 3 0 Stop None MI MI 89 44 3 3 3 0 Free 4 130 130 0 Free M. 0 - 0 89 89 18 18 3 146 Major1 0 0 0 Free None 89 18 0 5 5 0 Free 89 19 6 Major2 4 90 90 0 Free 0 0 89 89 19 19 101 2 2 2 0 Free None MI Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 268 114 154 7.28 6.28 6.28 3.662 653 853 812 646 646 851 807 Approach EB 266 114 152 6.68 5.68 5.68 4.162 613 771 742 102 6.38 3.462 911 609 911 609 767 741 267 152 115 7.54 6.54 6.54 3.896 608 760 797 267 146 103 152 115 6.94 6.64 4.28 5.94 5.94 - 4.396 3.696 2.362 574 801 1395 698 726 MI MI M 603 570 801 1395 603 570 758 697 791 722 WB MI MI NB 0 0 146 - 4.29 - 2.371 - 1338 - 1338 SB 0 0 HCM Control Delay, s 10.2 HCM LOS B Minor Lane/Major Mvmt NBL 10.4 B 0.2 NBT NBR EBLn1WBLn1 SBL SBT SBR 0.4 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1395 0.002 7.6 0 A A 0 - 705 674 1338 - 0.011 0.012 0.004 - 10.2 10.4 7.7 - B B A - 0 0 0 M. 0 A M. Synchro 11 Light Report 179 HCM 6th AWSC 6: WCR39 & WCR44 Short Total AM Intersection Intersection Delay, s/veh 8.2 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 3 3 0.91 23 3 0 EB 4 38 6 38 6 0.91 0.91 23 23 42 7 1 0 44 S 44 32 35 9 15 86 30 15 57 2 32 35 9 15 86 30 15 57 2 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 35 38 10 16 95 33 16 63 2 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.2 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.5 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.2 A NB 1 WB 1 EB 1 8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 11% 6% 66% 81% 23% 13% Stop Stop 131 47 15 3 86 38 30 6 144 52 1 1 0.172 0.069 4.3 4.842 Yes Yes 836 741 2.313 2.861 0.172 0.07 8.2 8.2 A A 0.6 0.2 42% 46% 12% Stop 76 32 35 9 84 1 0.112 4.828 Yes 744 2.845 0.113 8.5 A 0.4 20% 77% 3% Stop 74 15 57 2 81 1 0.101 4.486 Yes 801 2.5 0.101 8 A 0.3 Synchro 11 Light Report 180 HCM 6th AWSC 6: WCR39 & WCR44 Short Total PM Intersection Intersection Delay, s/veh 8.5 Intersection LOS Movement A EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 0 0 0.91 23 0 0 4 21 7 21 7 0.91 0.91 23 23 23 8 1 0 EB 44 S 44 32 42 14 13 130 28 14 77 5 32 42 14 13 130 28 14 77 5 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 35 46 15 14 143 31 15 85 5 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.2 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.7 A VVBLn1 SBLn1 SB 1 EB 1 WB 1 8.6 A NB 1 WB 1 EB 1 8.2 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 8% 0% 76% 75% 16% 25% Stop Stop 171 28 13 0 130 21 28 7 188 31 1 1 0.227 0.042 4.341 4.93 Yes Yes 829 726 2.36 2.96 0.227 0.043 8.6 8.2 A A 0.9 0.1 36% 48% 16% Stop 88 32 42 14 97 1 0.132 4.919 Yes 729 2.945 0.133 8.7 A 0.5 15% 80% 5% Stop 96 14 77 5 105 1 0.132 4.489 Yes 800 2.511 0.131 8.2 A 0.5 Synchro 11 Light Report 181 APPENDIX I HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Mid Total AM ." Movement EBL -Niy l 1- t 4\ EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 142 142 1900 4+ 45 45 1900 4.5 1.00 0.97 0.97 1598 0.69 1139 54 54 1900 114 114 1900 4 60 60 1900 4.5 1.00 0.98 0.97 1633 0.70 1178 29 29 1900 ii 36 36 1900 4.5 1.00 1.00 0.95 1687 0.07 132 tt 750 750 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 60 60 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 li 46 46 1900 4.5 1.00 1.00 0.95 1687 0.24 427 tet 1262 1262 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 40 40 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.90 158 0 0 12% 0.90 50 9 259 12% 0.90 60 0 0 12% 0.90 127 0 0 11% 0.90 0.90 67 32 5 0 221 0 11% 11% 0.90 40 0 40 7% 0.90 833 0 833 7% 0.90 0.90 0.90 67 51 1402 36 0 0 31 51 1402 7% 7% 7% 0.90 44 24 20 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 28.9 28.9 0.25 4.5 3.0 Perm NA 8 8 28.9 28.9 0.25 4.5 3.0 pm+pt 5 2 58.2 58.2 0.50 4.5 3.0 NA 2 53.8 53.8 0.46 4.5 3.0 Perm pm+pt 1 2 6 53.8 57.8 53.8 57.8 0.46 0.50 4.5 4.5 3.0 3.0 53.6 53.6 0.46 4.5 3.0 NA Perm 6 6 53.6 53.6 0.46 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 282 c0.23 0.92 42.7 0.16 30.8 37.6 D 37.6 D 292 124 1558 696 257 1552 694 c0.01 0.25 0.01 c0.42 0.19 0.15 0.02 0.09 0.01 0.76 0.32 0.53 0.04 0.20 0.90 0.03 40.5 22.2 22.4 17.2 16.4 29.1 17.2 1.00 1.00 1.00 1.00 1.00 1.00 1.00 10.6 1.5 1.3 0.1 0.4 9.0 0.1 51.2 23.7 23.7 17.3 16.8 38.0 17.3 D C C B B D B 51.2 23.3 36.7 D C D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 33.6 0.77 116.5 62.5% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 B Synchro 11 Light Report 183 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Mid Total AM Mil III. Mall.* 1in. Mill jihkims• aill\ t P \D T1T I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations , , , , Traffic Volume (vph) 0 222 0 0 136 0 1 0 17 2 0 0 Future Volume (vph) 0 222 0 0 136 0 1 0 17 2 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.87 1.00 Flt Protected 1.00 1.00 1.00 0.95 Satd. Flow (prot) 1863 1863 1620 1770 Flt Permitted 1.00 1.00 0.99 0.74 Satd. Flow (perm) 1863 1863 1609 1386 Peak -hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 0 244 0 0 149 0 1 0 19 2 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 18 0 0 0 0 Lane Group Flow (vph) 0 244 0 0 149 0 0 2 0 0 2 0 Turn Type NA Protected Phases 4 Permitted Phases 4 8 Actuated Green, G (s) 28.9 Effective Green, g (s) 28.9 Actuated g/C Ratio 0.25 Clearance Time (s) 4.5 Vehicle Extension (s) 3.0 NA Perm NA Perm NA 8 14 14 14 14 28.9 11.6 11.6 28.9 11.6 11.6 0.25 0.10 0.10 4.5 4.5 4.5 3.0 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 462 c0.13 0.53 37.9 1.00 1.1 39.0 D 39.0 D 462 0.08 0.32 35.8 0.71 0.4 25.7 C 25.7 C 160 0.00 0.01 47.3 1.00 0.1 47.4 D 47.4 D 138 c0.00 0.01 47.3 1.00 0.2 47.5 D 47.5 D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 34.7 HCM 2000 Level of Service C 0.16 116.5 Sum of lost time (s) 18.0 23.4% ICU Level of Service A 15 Synchro 11 Light Report 184 Timing Report, Sorted By Phase 1: US85 & WCR32 Mid Total AM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 57 37 19 48 37 16 Maximum Split (°/0) 8.3% 47.5% 30.8% 15.8% 40.0% 30.8% 13.3% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 67 0 19 67 104 End Time (s) 10 67 104 19 67 104 0 Yield/Force Off (s) 5.5 62.5 99.5 14.5 62.5 99.5 115.5 Yield/Force Off 170(s) 5.5 51.5 88.5 14.5 51.5 88.5 115.5 Local Start Time (s) 101 111 48 101 0 48 85 Local Yield (s) 106.5 43.5 80.5 115.5 43.5 80.5 96.5 Local Yield 170(s) 106.5 32.5 69.5 115.5 32.5 69.5 96.5 Intersection Summary Cycle Length Control Type Natural Cycle 120 Semi Act-Uncoord 120 Splits and Phases: 1: US85 & WCR32 s i =1 402 =1 -12 712 —DP —0 0. 37 =1 0 5 =1 B;JI !D --1 =1t. (I 14r 1-- 4-- I ! 4°;-: s _ _ _ Synchro 11 Light Report 185 Queues 1: US85 & WCR32 Mid Total AM 4\ t t \DP ir I Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 268 226 40 833 67 51 1402 44 v/c Ratio 0.91 0.75 0.25 0.54 0.09 0.19 0.89 0.06 Control Delay 40.1 54.9 17.9 24.9 1.9 16.0 38.0 0.1 Queue Delay 0.0 0.1 58.1 0.0 0.0 0.0 0.0 2.2 Total Delay 40.1 55.0 76.1 24.9 1.9 16.0 38.0 2.4 Queue Length 50th (ft) 76 153 15 248 0 19 551 0 Queue Length 95th (ft) #343 #249 33 312 14 40 #737 0 Internal Link Dist (ft) 2 2980 1209 1023 Turn Bay Length (ft) 400 400 750 750 Base Capacity (vph) 333 341 267 1556 746 272 1578 778 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 3 224 0 0 0 0 652 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.80 0.67 0.93 0.54 0.09 0.19 0.89 0.35 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 186 Queues 12: Vasquez & WCR32 Mid Total AM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 244 149 20 2 v/c Ratio 0.52 0.32 0.07 0.01 Control Delay 41.5 26.7 0.5 49.5 Queue Delay 0.5 0.0 0.0 0.0 Total Delay 41.9 26.7 0.5 49.5 Queue Length 50th (ft) 159 61 0 1 Queue Length 95th (ft) 241 m98 0 10 Internal Link Dist (ft) 1383 2 1063 937 Turn Bay Length (ft) Base Capacity (vph) 531 531 284 139 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 71 0 4 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.53 0.28 0.07 0.01 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. Synchro 11 Light Report 187 HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Mid Total PM ." Movement EBL EBT -NiT ima EBR WBL 1- t 4\ t P \,. VVBT VVBR NBL NBT NBR SBL i SBT SBR i Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 198 198 1900 4 43 43 1900 4.5 1.00 0.98 0.97 1604 0.64 1063 48 48 1900 87 87 1900 44 54 54 1900 4.5 1.00 0.97 0.98 1615 0.77 1267 49 49 1900 ) tt 41 1409 41 1409 1900 1900 4.5 4.5 1.00 0.95 1.00 1.00 0.95 1.00 1687 3374 0.15 1.00 261 3374 77 77 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 32 32 1900 4.5 1.00 1.00 0.95 1687 0.06 110 tet 943 943 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 49 49 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.94 211 0 0 12% 0.94 46 5 303 12% 0.94 0.94 51 93 0 0 0 0 12% 11% 0.94 57 9 193 11% 0.94 52 0 0 11% 0.94 44 0 44 7% 0.94 1499 0 1499 7% 0.94 82 42 40 7% 0.94 34 0 34 7% 0.94 1003 0 1003 7% 0.94 52 29 23 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm 4 NA 4 42.5 42.5 0.29 4.5 3.0 Perm NA 8 8 42.5 42.5 0.29 4.5 3.0 pm+pt 5 2 72.8 72.8 0.49 4.5 3.0 NA Perm pm+pt 2 1 2 6 66.6 66.6 69.0 66.6 66.6 69.0 0.45 0.45 0.46 4.5 4.5 4.5 3.0 3.0 3.0 NA Perm 6 6 64.7 64.7 64.7 64.7 0.43 0.43 4.5 4.5 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 303 c0.28 1.00 53.2 0.21 48.2 59.3 E 59.3 E 361 186 1509 674 96 1466 655 0.01 c0.44 c0.01 0.30 0.15 0.11 0.03 0.15 0.01 0.54 0.24 0.99 0.06 0.35 0.68 0.03 44.9 23.8 40.9 23.4 33.5 33.9 24.2 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.5 0.7 21.6 0.2 2.2 2.6 0.1 46.4 24.5 62.6 23.5 35.7 36.5 24.3 D C E C D D C 46.4 59.6 35.9 D E D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 50.7 0.84 148.9 69.3% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service D 18.0 C Synchro 11 Light Report 188 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Mid Total PM ." Movement EBL EBT -NiT ima EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1- t 4\ t P \D 717 i Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 0 0 1900 4 264 264 1900 4.5 1.00 1.00 1.00 1862 1.00 1862 1 0 1 0 1900 1900 144 0 1 1 25 0 0 2 144 0 1 1 25 0 0 2 1900 1900 1900 1900 1900 1900 1900 1900 4.5 4.5 4.5 1.00 1.00 1.00 1.00 0.87 0.86 1.00 1.00 1.00 1863 1626 1611 1.00 1.00 1.00 1863 1621 1611 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) 0.94 0.94 0.94 0.94 0 281 1 0 0 0 0 0 0 282 0 0 0.94 0.94 0.94 0.94 0.94 153 0 1 1 27 0 0 0 24 0 153 0 0 5 0 0.94 0 0 0 0.94 0 2 0 0.94 2 0 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) 4 NA 4 42.5 42.5 0.29 4.5 3.0 8 NA 8 42.5 42.5 0.29 4.5 3.0 Perm NA 14 14 17.5 17.5 0.12 4.5 3.0 14 NA 14 17.5 17.5 0.12 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 531 c0.15 0.53 44.8 1.00 1.0 45.8 D 45.8 D 531 0.08 0.29 41.4 0.79 0.3 33.2 C 33.2 C 190 c0.00 0.03 58.2 1.00 0.3 58.4 E 58.4 E 189 0.00 0.00 58.0 1.00 0.0 58.0 E 58.0 E HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 42.5 0.18 148.9 25.6% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service D 18.0 A Synchro 11 Light Report 189 Timing Report, Sorted By Phase 1: US85 & WCR32 Mid Total PM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 71 47 14 67 47 22 Maximum Split (°/0) 6.7% 47.3% 31.3% 9.3% 44.7% 31.3% 14.7% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 81 0 14 81 128 End Time (s) 10 81 128 14 81 128 0 Yield/Force Off (s) 5.5 76.5 123.5 9.5 76.5 123.5 145.5 Yield/Force Off 170(s) 5.5 65.5 112.5 9.5 65.5 112.5 145.5 Local Start Time (s) 136 146 67 136 0 67 114 Local Yield (s) 141.5 62.5 109.5 145.5 62.5 109.5 131.5 Local Yield 170(s) 141.5 51.5 98.5 145.5 51.5 98.5 131.5 Intersection Summary Cycle Length Control Type Natural Cycle 150 Semi Act-Uncoord 150 Splits and Phases: 1: US85 & WCR32 \Din 1 402 =17' !1 ci4 10 s 71 s i C 47 s =1 05 =1 if (7j6 _1 -12 cis 14s[67 I F[47s 122s Synchro 11 Light Report 190 Queues 1: US85 & WCR32 Mid Total PM Lane Group 4- EBT WBT 4\ t t \D ir I NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 308 0.99 62.0 0.0 62.0 ",303 #507 7 310 0 0 0 0.99 202 0.54 48.7 0.1 48.8 159 248 2980 372 0 6 0 0.55 44 1499 82 34 1003 52 0.22 0.99 0.11 0.31 0.68 0.07 21.3 60.9 6.1 26.2 36.9 2.3 172.8 0.0 0.0 0.0 0.0 68.3 194.1 60.9 6.1 26.2 36.9 70.6 21 -767 3 16 414 0 43 #941 36 36 506 13 1209 1023 400 400 750 750 222 1516 720 109 1474 702 0 0 0 0 0 0 210 0 0 0 0 650 0 0 0 0 0 0 3.67 0.99 0.11 0.31 0.68 1.00 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. Synchro 11 Light Report 191 Queues 12: Vasquez & WCR32 Mid Total PM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 282 153 29 2 v/c Ratio 0.53 0.29 0.13 0.00 Control Delay 49.1 34.6 22.7 0.0 Queue Delay 0.1 0.0 0.3 0.0 Total Delay 49.2 34.6 23.0 0.0 Queue Length 50th (ft) 234 88 2 0 Queue Length 95th (ft) 331 146 34 0 Internal Link Dist (ft) 1383 7 1063 980 Turn Bay Length (ft) Base Capacity (vph) 535 535 215 967 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 13 0 45 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.54 0.29 0.17 0.00 Intersection Summary Synchro 11 Light Report 192 HCM 6th TWSC 2: WCR35 & WCR32 Mid Total AM Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 7 7 0 Free 90 15 8 Major/Minor Major1 4 125 125 0 Free 0 0 90 15 139 10 10 0 Free None 90 15 11 4 4 0 Free 90 14 4 Major2 4 140 140 0 Free 0 0 90 14 156 1 2 1 2 0 0 Free Stop None - 90 90 14 9 1 2 4 0 0 0 Stop 0 0 90 9 0 1 4 1 4 0 0 Stop Stop None - 90 90 9 13 1 4 Minor1 Minor2 4 0 0 0 Stop 0 0 90 13 0 5 5 0 Stop None MI 90 13 6 Conflicting Flow All 157 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1347 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1347 Mov Cap -2 Maneuver Stage 1 Stage 2 Approach EB 0 0 150 0 0 329 326 145 326 331 - - - - - 161 161 - 165 165 - - - - - 168 165 - 161 166 - - 4.24 - - 7.19 6.59 6.29 7.23 6.63 - - - - - 6.19 5.59 - 6.23 5.63 - - - - - 6.19 5.59 - 6.23 5.63 - - - -3.581 4.081 3.381 3.617 4.117 3.417 - - - 611 581 884 606 571 860 - - - - - 825 752 - 812 741 - - - - - 818 749 - 816 741 - 2.326 - 1361 WB 157 6.33 - 603 576 884 601 566 860 - 603 576 - 601 566 - 820 747 - 807 739 - 810 747 - 810 737 NB SB HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt 0.2 10.4 10.1 B B NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 674 1347 0.005 0.006 10.4 7.7 0 B A A 0 0 - 1361 - 0.003 - 7.7 - A - 0 0 A - 722 - 0.014 - 10.1 - B - 0 Synchro 11 Light Report 193 HCM 6th TWSC 2: WCR35 & WCR32 Mid Total PM Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 12 12 0 Free M. 85 15 14 Major/Minor Major1 4 137 137 0 Free 0 0 85 100 15 15 161 2 2 2 0 Free None 0 0 0 Free M. M. 85 14 0 Major2 4 117 117 0 Free 0 0 85 14 138 1 5 1 5 0 0 Free Stop None - MI MI 85 85 14 9 1 6 0 1 0 0 10 0 1 0 0 10 0 0 0 0 0 Stop Stop Stop Stop Stop None - - None M. 0 0 85 9 0 85 85 9 13 1 0 Minor1 Minor2 0 0 85 13 0 MI 85 13 12 Conflicting Flow All 139 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1368 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1368 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 163 M. M. - 4.24 M. - 2.326 - 1346 M. - 1346 M. M. WB 0 0 335 329 162 330 330 - 190 190 - 139 139 - 145 139 - 191 191 - 7.19 6.59 6.29 7.23 6.63 - 6.19 5.59 - 6.23 5.63 - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 605 579 865 603 572 881 - 796 730 - 838 761 - 841 768 - 786 722 MI 139 6.33 M. M. - 592 573 865 597 566 881 - 592 573 - 597 566 - 787 722 - 829 761 - 830 768 - 776 714 NB SB M. HCM Control Delay, s 0.6 HCM LOS Minor Lane/Major Mvmt NBLn1 EBL 0 10.8 B EBT EBR WBL WBT WBR SBLn1 9.1 A Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 625 1368 0.011 0.01 10.8 7.7 B A 0 0 A - - 1346 - - 881 - - - - - 0.013 0 - 0 - - 9.1 - A - - A - - 0 - - 0 Synchro 11 Light Report 194 HCM 6th AWSC 3: WCR39 & WCR32 Mid Total AM Intersection Intersection Delay, s/veh 8.7 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 4 35 41 23 35 41 23 0.85 0.85 0.85 15 15 15 41 48 27 0 1 0 EB 13 67 13 22 31 3 10 75 61 13 67 13 22 31 3 10 75 61 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 23 23 23 13 13 13 12 12 12 15 79 15 26 36 4 12 88 72 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.7 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.8 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.5 A NB 1 WB 1 EB 1 8.8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 39% 35% 55% 41% 5% 23% Stop Stop 56 99 22 35 31 41 3 23 66 116 1 1 0.09 0.155 4.929 4.788 Yes Yes 726 749 2.964 2.82 0.091 0.155 8.5 8.7 A A 0.3 0.5 14% 72% 14% Stop 93 13 67 13 109 1 0.15 4.942 Yes 725 2.974 0.15 8.8 A 0.5 7% 51% 42% Stop 146 10 75 61 172 1 0.215 4.509 Yes 795 2.537 0.216 8.8 A 0.8 Synchro 11 Light Report 195 HCM 6th AWSC 3: WCR39 & WCR32 Mid Total PM Intersection Intersection Delay, s/veh 8.7 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 55 55 0.96 15 57 0 EB 4 47 22 47 22 0.96 0.96 15 15 49 23 1 0 8 52 32 19 83 13 17 61 31 8 52 32 19 83 13 17 61 31 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 23 23 23 13 13 13 12 12 12 8 54 33 20 86 14 18 64 32 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.9 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.6 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.7 A NB 1 WB 1 EB 1 8.5 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 17% 44% 72% 38% 11% 18% Stop Stop 115 124 19 55 83 47 13 22 120 129 1 1 0.159 0.173 4.777 4.817 Yes Yes 751 744 2.807 2.849 0.16 0.173 8.7 8.9 A A 0.6 0.6 9% 57% 35% Stop 92 8 52 32 96 1 0.128 4.821 Yes 743 2.856 0.129 8.6 A 0.4 16% 56% 28% Stop 109 17 61 31 114 1 0.147 4.666 Yes 769 2.696 0.148 8.5 A 0.5 Synchro 11 Light Report 196 HCM 6th TWSC 25: WC R39 & Site Access B Mid Total AM Intersection Int Delay, s/veh Movement 2.1 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 29 29 0 Stop M. 100 ,# 0 0 91 2 32 22 22 0 Stop None 0 t 72 72 0 Free 0 0 91 91 2 2 24 79 r 'I t 11 8 117 11 8 117 0 0 0 Free Free Free None - None 400 400 - - - 0 - - 0 91 91 91 2 2 2 12 9 129 Minor1 Major1 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 226 79 0 0 91 79 - 147 - 6.42 6.22 - - 4.12 5.42 - 5.42 - 3.518 3.318 - - 2.218 762 981 - - 1504 944 - 880 - 757 981 757 944 875 Approach WB NB M. M. M. M. M. - 1504 M. M. BM SB 0 HCM Control Delay, s 9.5 HCM LOS A 0 0.5 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 757 981 1504 - 0.042 0.025 0.006 - 10 8.8 7.4 - B A A - 0.1 0.1 0 Synchro 11 Light Report 197 HCM 6th TWSC 25: WC R39 & Site Access B Mid Total PM Intersection Int Delay, s/veh Movement 1.7 WBL WBR NBT NBR SBL SBT Lane Configurations '1 F Traffic Vol, veh/h 21 16 Future Vol, veh/h 21 16 Conflicting Peds, #/hr 0 0 Sign Control Stop Stop RT Channelized - None Storage Length 100 0 Veh in Median Storage, # 0 Grade, % 0 Peak Hour Factor 91 91 Heavy Vehicles, % 2 2 Mvmt Flow 23 18 Major/Minor t 137 137 0 Free 0 0 91 2 151 r li t 36 25 87 36 25 87 0 0 0 Free Free Free None - None 400 400 - - - 0 - - 0 91 91 91 2 2 2 40 27 96 Minor1 Major1 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 301 151 151 150 6.42 6.22 5.42 5.42 - 3.518 3.318 691 895 877 878 677 895 677 877 860 Approach WB 0 0 191 0 NB M. M. - 4.12 M. - 2.218 - 1383 M. M. - 1383 M. M. SB HCM Control Delay, s 9.9 HCM LOS A 0 1.7 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 677 895 1383 - 0.034 0.02 0.02 - 10.5 9.1 7.7 - B A A - 0.1 0.1 0.1 Synchro 11 Light Report 198 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Mid Total AM Intersection Int Delay, s/veh 3.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 46 46 0 Stop M. 100 ,# 0 0 85 2 54 47 47 0 Stop None 0 85 2 55 t 96 96 0 Free 0 0 85 13 113 ri 2 2 0 Free None 500 M. 85 13 2 'I t 18 78 18 78 0 0 Free Free - None 350 - - 0 - 0 85 85 12 12 21 92 Minor1 Major1 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 247 113 113 134 6.42 6.22 5.42 5.42 - 3.518 3.318 741 940 912 892 730 940 730 912 879 Approach WB 0 0 115 NB M. M. - 4.22 M. - 2.308 - 1414 M. M. - 1414 M. M. BM SB 0 MI MI MI MI HCM Control Delay, s 9.7 HCM LOS A 0 1.4 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 730 940 1414 - 0.074 0.059 0.015 - 10.3 9.1 7.6 - B A A - 0.2 0.2 0 Synchro 11 Light Report 199 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Mid Total PM Intersection Int Delay, s/veh Movement 2.5 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 25 25 0 Stop M. 100 ,# 0 0 85 2 29 Major/Minor Minor1 24 24 0 Stop None 0 85 2 28 t 117 117 0 Free 0 0 85 13 138 ri 39 39 0 Free None 500 M. 85 13 46 45 45 0 Free 350 85 12 53 Major1 Major2 t 87 87 0 Free None 0 0 85 12 102 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 346 138 138 208 6.42 6.22 5.42 5.42 - 3.518 3.318 651 910 889 827 625 910 625 889 794 Approach WB 0 0 184 0 M. M. - 4.22 M. - 2.308 - 1333 M. M. - 1333 M. M. NB SB HCM Control Delay, s 10.1 HCM LOS B Minor Lane/Major Mvmt 0 2.7 NBT N BRWBLn 1 WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 625 910 1333 - 0.047 0.031 0.04 - 11 9.1 7.8 - B A A - 0.1 0.1 0.1 Synchro 11 Light Report 200 HCM 6th TWSC 5: WCR39 & WCR38 Mid Total AM Intersection Int Delay, s/veh Movement 1.9 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 4 4 0 Stop M. 87 18 5 Minor2 4 5 5 0 Stop 0 0 87 18 6 16 16 0 Stop None 87 18 18 10 10 0 Stop M. 4 0 0 0 Stop 0 - 0 87 87 44 44 11 0 2 2 0 Stop None MI MI 87 44 2 5 5 0 Free 87 18 6 Minor1 Major1 4 128 128 0 Free M. 0 0 87 18 147 22 22 0 Free None 20 20 0 Free 87 87 18 19 25 23 Major2 4 81 17 81 17 0 0 Free Free - None 0 0 87 19 93 MI 87 19 20 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 322 149 173 7.28 6.28 6.28 3.662 601 333 149 184 6.68 5.68 5.68 4.162 562 817 744 793 718 588 588 813 787 Approach EB 549 549 730 714 103 333 - 172 - 161 6.38 7.54 - 6.54 - 6.54 3.462 3.896 910 548 - 741 - 752 910 523 523 737 717 WB 331 160 113 172 159 6.94 6.64 4.28 5.94 5.94 - 4.396 3.696 2.362 526 786 1383 684 693 MI MI 513 786 1383 513 681 680 MI MI NB 0 0 172 - 4.29 - 2.371 - 1308 - 1308 SB 0 0 HCM Control Delay, s 10 HCM LOS B Minor Lane/Major Mvmt NBL 11.7 B 0.2 NBT NBR EBLn1WBLn1 SBL SBT SBR 1.3 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1383 0.004 7.6 A 0 - - 746 554 1308 - - 0.039 0.025 0.018 0 - 10 11.7 7.8 A - B B A - - 0.1 0.1 0.1 M. 0 A M. Synchro 11 Light Report 201 HCM 6th TWSC 5: WCR39 & WCR38 Mid Total PM Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 6 6 0 Stop M. 89 18 7 Minor2 4 0 0 0 Stop 0 0 89 18 0 2 2 0 Stop None 89 18 2 5 5 0 Stop M. 89 44 6 Minor1 4 0 0 0 Stop 0 0 89 44 0 4 4 0 Stop None MI MI 89 44 4 4 4 0 Free 4 163 163 0 Free M. 0 - 0 89 89 18 18 4 183 Major1 0 0 0 Free None 89 18 0 6 6 0 Free 89 19 7 Major2 4 132 132 0 Free 0 0 89 19 148 2 2 0 Free None MI 89 19 2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 356 163 193 7.28 6.28 6.28 3.662 570 803 773 354 163 191 6.68 5.68 5.68 4.162 546 734 713 149 6.38 3.462 857 355 191 164 7.54 6.54 6.54 3.896 529 723 749 355 191 164 6.94 5.94 5.94 4.396 509 670 689 183 '150 MI MI 6.64 4.28 3.696 2.362 762 1339 MI M 563 541 857 524 504 762 1339 563 541 - 524 504 801 730 - 721 668 766 711 - 743 685 Approach EB MI MI WB NB 0 0 183 - 4.29 - 2.371 - 1296 - 1296 SB 0 0 HCM Control Delay, s 10.9 HCM LOS B Minor Lane/Major Mvmt NBL 11 B 0.2 NBT NBR EBLn1WBLn1 SBL SBT SBR 0.3 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1339 0.003 7.7 A 0 - - 616 608 1296 - -0.0150.0170.005 0 - 10.9 11 7.8 A - B B A - - 0 0.1 0 M. 0 A M. Synchro 11 Light Report 202 HCM 6th AWSC 6: WCR39 & WCR44 Mid Total AM Intersection Intersection Delay, s/veh 8.6 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 4 4 0.91 23 4 0 EB 4 42 9 42 9 0.91 0.91 23 23 46 10 1 0 44 S 44 36 38 10 19 120 34 17 71 2 36 38 10 19 120 34 17 71 2 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 40 42 11 21 132 37 19 78 2 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.5 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.8 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.7 A NB 1 WB 1 EB 1 8.3 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 11% 7% 69% 76% 20% 16% Stop Stop 173 55 19 4 120 42 34 9 190 60 1 1 0.232 0.084 4.393 4.989 Yes Yes 817 718 2.415 3.021 0.233 0.084 8.7 8.5 A A 0.9 0.3 43% 45% 12% Stop 84 36 38 10 92 1 0.128 4.993 Yes 718 3.024 0.128 8.8 A 0.4 19% 79% 2% Stop 90 17 71 2 99 1 0.126 4.592 Yes 781 2.618 0.127 8.3 A 0.4 Synchro 11 Light Report 203 HCM 6th AWSC 6: WCR39 & WCR44 Mid Total PM Intersection Intersection Delay, s/veh Intersection LOS Movement 9 A EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 0 0 0.91 23 0 0 4 23 12 23 12 0.91 0.91 23 23 25 13 1 0 EB 36 47 16 17 160 31 16 114 6 36 47 16 17 160 31 16 114 6 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 40 52 18 19 176 34 18 125 7 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.4 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.1 A VVBLn1 SBLn1 SB 1 EB 1 WB 1 9.3 A NB 1 WB 1 EB 1 8.7 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 8% 0% 77% 66% 15% 34% Stop Stop 208 35 17 0 160 23 31 12 229 38 1 1 0.284 0.055 4.468 5.104 Yes Yes 805 700 2.496 3.15 0.284 0.054 9.3 8.4 A A 1.2 0.2 36% 47% 16% Stop 99 36 47 16 109 1 0.155 5.132 Yes 697 3.172 0.156 9.1 A 0.5 12% 84% 4% Stop 136 16 114 6 149 1 0.191 4.604 Yes 779 2.636 0.191 8.7 A 0.7 Synchro 11 Light Report 204 HCM 6th TWSC 7: WCR32 & Site Access A Mid Total AM Intersection Int Delay, s/veh 2.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length 300 Veh in Median Storage, # - Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Iii t 11 43 11 43 0 0 Free Free None 0 0 91 2 47 M. 91 2 12 1 58 58 0 Free 0 0 0 Free None tie 0 0 0 Stop 0 0 0 0 - 0 91 91 91 2 2 2 64 0 0 Major/Minor Major1 Major2 M. M. Minor2 35 35 0 Stop None MI MI 91 2 38 Conflicting Flow All 64 Stage 1 Stage 2 Critical Hdwy 4.12 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.218 Pot Cap -1 Maneuver 1538 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1538 Mov Cap -2 Maneuver Stage 1 Stage 2 M. Approach EB 0 - WB 0 135 - 64 - 71 - 6.42 - 5.42 - 5.42 - 3.518 - 859 - 959 - 952 64 MI 6.22 3.318 1000 MI - 852 1000 - 852 - 951 - 952 SB MI MI HCM Control Delay, s 1.5 HCM LOS Minor Lane/Major Mvmt EBL 0 8.7 A EBT WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1538 0.008 7.4 A 0 - 1000 - 0.038 - 8.7 - A - 0.1 Synchro 11 Light Report 205 HCM 6th TWSC 7: WCR32 & Site Access B Mid Total PM Intersection Int Delay, s/veh 2.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Ii t 14, 'I r Traffic Vol, veh/h 38 39 71 0 0 21 Future Vol, veh/h 38 39 71 0 0 21 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 300 - - - 100 0 Veh in Median Storage, # - 0 0 - 0 Grade,% - 0 0 - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 42 43 78 0 0 23 Major/Minor Major1 Major2 Minor2 MI Conflicting Flow All 78 0 - Stage 1 - Stage 2 - Critical Hdwy 4.12 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - Follow-up Hdwy 2.218 Pot Cap -1 Maneuver 1520 Stage 1 - Stage 2 - Platoon blocked, % Mov Cap -1 Maneuver 1520 Mov Cap -2 Maneuver - Stage 1 - Stage 2 - 0 205 78 - 78 - - 127 - - 6.42 6.22 - 5.42 - - 5.42 - - 3.518 3.318 - 783 983 - 945 - - 899 MI - 761 983 - 761 - - 919 - - 899 - Approach EB WB SB HCM Control Delay, s 3.7 0 8.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1520 HCM Lane V/C Ratio 0.027 HCM Control Delay (s) 7.4 HCM Lane LOS A HCM 95th %tile Q(veh) 0.1 BM - 983 - 0.023 0 8.8 A A - 0.1 Synchro 11 Light Report 206 APPENDIX J HCM 6th Signalized Intersection Summary 1: US85 & WCR32 Full Total AM Movement ." EBL EBT -NiT ima EBR WBL WBT WBR NBL NBT NBR SBL 1- t 4\ t P \,. i SBT SBR i Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 150 150 0 1.00 1.00 1722 167 0.90 12 260 0.07 1640 1+ ii 1+ 11 tt r 'I 48 57 126 67 33 38 794 66 50 48 57 126 67 33 38 794 66 50 0 0 0 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1722 1722 1737 1737 1737 1796 1796 1796 1796 53 63 140 74 29 42 882 39 56 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 12 12 11 11 11 7 7 7 7 73 87 247 122 48 228 1873 835 399 0.10 0.10 0.07 0.10 0.10 0.04 0.55 0.55 0.05 717 852 1654 1188 465 1711 3413 1522 1711 tet 1336 1336 0 1.00 No 1796 1484 0.90 7 1896 0.56 3413 42 42 0 1.00 1.00 1796 47 0.90 7 846 0.56 1522 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 167 0 116 140 0 103 42 882 39 56 1484 1640 0 1569 1654 0 1653 1711 1706 1522 1711 1706 5.5 0.0 5.5 5.5 0.0 4.6 0.8 12.2 0.9 1.1 26.5 5.5 0.0 5.5 5.5 0.0 4.6 0.8 12.2 0.9 1.1 26.5 1.00 0.54 1.00 0.28 1.00 1.00 1.00 260 0 161 247 0 169 228 1873 835 399 1896 0.64 0.00 0.72 0.57 0.00 0.61 0.18 0.47 0.05 0.14 0.78 260 0 375 247 0 395 284 1873 835 443 1896 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 30.8 0.0 33.7 29.5 0.0 33.3 11.8 10.6 8.1 7.7 13.5 5.2 0.0 6.0 3.0 0.0 3.5 0.4 0.9 0.1 0.2 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.0 2.3 2.5 0.0 2.0 0.3 4.3 0.3 0.4 9.7 36.0 0.0 39.7 32.5 0.0 36.8 12.1 11.5 8.2 7.8 16.8 D A D C A D B B A A 47 1522 1.1 1.1 1.00 846 0.06 846 1.00 1.00 7.9 0.1 0.0 0.4 8.0 B A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 283 37.5 D 243 34.3 C 963 11.4 B 1 2 3 4 5 6 7 8 1587 16.3 B Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 8.0 4.5 5.5 3.1 0.0 47.0 4.5 42.5 14.2 7.3 10.0 4.5 5.5 7.5 0.0 12.4 4.5 18.5 7.5 0.4 7.5 4.5 5.5 2.8 0.0 47.5 4.5 42.5 28.5 9.2 10.0 12.4 4.5 4.5 5.5 18.5 7.5 6.6 0.0 0.3 HCM 6th Ctrl Delay HCM 6th LOS 18.1 B Synchro 11 Light Report 208 Timing Report, Sorted By Phase 1: US85 & WCR32 Full Total AM Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 47 10 23 10 47 10 23 Maximum Split C/0) 11.1% 52.2% 11.1% 25.6% 11.1% 52.2% 11.1% 25.6% Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 57 67 0 10 57 67 End Time (s) 10 57 67 0 10 57 67 0 Yield/Force Off (s) 5.5 52.5 62.5 85.5 5.5 52.5 62.5 85.5 Yield/Force Off 170(s) 5.5 41.5 62.5 74.5 5.5 41.5 62.5 74.5 Local Start Time (s) 80 0 47 57 80 0 47 57 Local Yield (s) 85.5 42.5 52.5 75.5 85.5 42.5 52.5 75.5 Local Yield 170(s) 85.5 31.5 52.5 64.5 85.5 31.5 52.5 64.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 \DO]. t ITI 7) 110 s 47 s,c 123 4\ DE 06 lk .-- ci8 �4— -uR Synchro 11 Light Report 209 Queues 1: US85 & WCR32 Full Total AM is -IP i 4- 4\ t P \DP ir I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 167 116 140 111 42 882 73 56 1484 47 v/c Ratio 0.75 0.47 0.57 0.49 0.20 0.45 0.08 0.15 0.76 0.05 Control Delay 47.8 24.2 35.5 33.7 8.4 12.2 0.7 7.1 18.3 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.8 24.2 35.5 33.7 8.4 12.2 0.7 7.1 18.3 0.1 Queue Length 50th (ft) 72 26 59 41 7 142 0 9 316 0 Queue Length 95th (ft) #134 75 108 90 20 216 6 25 #489 0 Internal Link Dist (ft) 714 2980 1209 1023 Turn Bay Length (ft) 200 200 400 400 750 750 Base Capacity (vph) 224 433 246 424 213 1955 927 382 1955 927 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.75 0.27 0.57 0.26 0.20 0.45 0.08 0.15 0.76 0.05 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 210 HCM 6th Signalized Intersection Summary 1: US85 & WCR32 Full Total PM Movement ." EBL EBT -NiT ima EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1- t 4\ t P \D 717 i Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 210 210 0 1.00 1.00 1722 223 0.94 12 293 0.10 1640 1 50 50 0 1.00 No 1722 53 0.94 12 92 0.12 782 51 51 0 1.00 1.00 1722 54 0.94 12 93 0.12 797 li 95 95 0 1.00 1.00 60 60 0 1.00 No 1737 1737 101 64 0.94 0.94 11 11 277 94 0.07 0.09 1654 1044 52 52 0 1.00 1.00 43 43 0 1.00 1.00 1.00 No 1737 1796 1796 36 46 1586 0.94 0.94 0.94 11 7 7 53 321 1836 0.09 0.04 0.54 587 1711 3413 tt r 1491 88 1491 88 0 0 1.00 1.00 1796 59 0.94 7 819 0.54 1522 li 36 36 0 1.00 1.00 1796 38 0.94 7 197 0.04 1711 tet 998 998 0 1.00 No 1796 1062 0.94 7 1820 0.53 3413 52 52 0 1.00 1.00 1796 55 0.94 7 812 0.53 1522 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 223 1640 7.5 7.5 1.00 293 0.76 293 1.00 1.00 30.1 11.0 0.0 1.5 41.1 D 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 107 1579 4.9 4.9 0.50 185 0.58 385 1.00 1.00 31.7 2.8 0.0 2.0 101 0 100 1654 0 1631 4.1 0.0 4.5 4.1 0.0 4.5 1.00 0.36 277 0 147 0.37 0.00 0.68 321 0 397 1.00 1.00 1.00 1.00 0.00 1.00 28.5 0.0 33.5 0.8 0.0 5.5 0.0 0.0 0.0 1.6 0.0 2.0 0.0 34.6 29.3 A C C 46 1711 0.9 0.9 1.00 321 0.14 375 1.00 1.00 8.9 0.2 0.0 0.3 1586 1706 30.5 30.5 1836 0.86 1836 1.00 1.00 15.1 5.7 0.0 11.6 59 1522 1.4 1.4 1.00 819 0.07 819 1.00 1.00 8.4 0.2 0.0 0.5 38 1711 0.7 0.7 1.00 197 0.19 259 1.00 1.00 14.1 0.5 0.0 0.3 1062 1706 16.0 16.0 1820 0.58 1820 1.00 1.00 12.0 1.4 0.0 5.7 0.0 39.0 9.1 20.8 8.6 14.5 13.4 A D A C A B 55 1522 1.3 1.3 1.00 812 0.07 812 1.00 1.00 8.6 0.2 0.0 0.4 8.7 B A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 330 39.0 D 1 2 3 4 201 34.1 C 1691 20.1 C 5 6 7 8 1155 13.2 B Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 7.3 45.3 9.9 13.4 4.5 4.5 4.5 4.5 5.5 40.5 7.5 18.5 2.7 32.5 6.1 6.9 0.0 6.2 0.0 0.4 7.6 4.5 5.5 2.9 0.0 45.0 4.5 40.5 18.0 8.5 12.0 4.5 7.5 9.5 0.0 11.3 4.5 18.5 6.5 0.3 HCM 6th Ctrl Delay HCM 6th LOS 20.4 C Synchro 11 Light Report 211 Timing Report, Sorted By Phase 1: US85 & WCR32 Full Total PM Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 45 12 23 10 45 12 23 Maximum Split C/0) 11.1% 50.0% 13.3% 25.6% 11.1% 50.0% 13.3% 25.6% Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 55 67 0 10 55 67 End Time (s) 10 55 67 0 10 55 67 0 Yield/Force Off (s) 5.5 50.5 62.5 85.5 5.5 50.5 62.5 85.5 Yield/Force Off 170(s) 5.5 39.5 62.5 74.5 5.5 39.5 62.5 74.5 Local Start Time (s) 80 0 45 57 80 0 45 57 Local Yield (s) 85.5 40.5 52.5 75.5 85.5 40.5 52.5 75.5 Local Yield 170(s) 85.5 29.5 52.5 64.5 85.5 29.5 52.5 64.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 1 .2ICI: e 1!_I s4: sIs II 23 s4— 411\ OE nF, ik n7 Inc -5 122 ®23_9 Synchro 11 Light Report 212 Queues 1: US85 & WCR32 Full Total PM is -IP i 4- 4\ t P \DP ir I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 223 107 101 119 46 1586 94 38 1062 55 v/c Ratio 0.88 0.43 0.36 0.51 0.15 0.85 0.11 0.18 0.57 0.06 Control Delay 61.4 24.9 26.5 30.3 8.0 23.3 1.6 8.8 14.8 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 61.4 24.9 26.5 30.3 8.0 23.3 1.6 8.8 14.8 0.1 Queue Length 50th (ft) 96 26 40 36 8 375 0 7 194 0 Queue Length 95th (ft) #204 72 79 87 23 #605 14 20 291 0 Internal Link Dist (ft) 668 2980 1209 1023 Turn Bay Length (ft) 200 200 400 400 750 750 Base Capacity (vph) 253 431 287 432 303 1870 893 214 1870 893 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.88 0.25 0.35 0.28 0.15 0.85 0.11 0.18 0.57 0.06 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 213 HCM 6th TWSC 2: WCR35 & WCR32 Full Total AM Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 8 8 0 Free M. 90 15 9 Major/Minor Major1 4 137 137 0 Free 0 0 90 15 152 9 9 0 Free None 90 15 10 5 5 0 Free M. 90 14 6 Major2 4 159 159 0 Free 0 0 90 14 177 1 3 1 3 0 0 Free Stop None - MI MI 90 90 14 9 1 3 4 0 0 0 Stop M. 0 0 90 9 0 1 5 1 5 0 0 Stop Stop None - 90 90 9 13 1 6 Minor1 Minor2 4 0 0 0 Stop 0 0 90 13 0 6 6 0 Stop None MI 90 13 7 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 178 4.25 M. 2.335 1323 M. 1323 M. Approach EB 0 0 162 0 0 368 365 157 366 370 - - - 175 175 - 190 190 - - - 193 190 - 176 180 - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 576 552 870 570 543 837 - - - 811 741 - 787 723 - - - 793 730 - 801 730 - 4.24 - 2.326 - 1347 - 1347 M. M. WB MI 178 6.33 M. M. - 566 545 870 564 536 837 - 566 545 - 564 536 - 805 736 - 781 719 - 783 726 - 794 725 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt 0.2 10.8 10.3 B B NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 620 1323 0.007 0.007 10.8 7.7 0 B A A 0 0 - 1347 - 0.004 - 7.7 - A - 0 - - 686 - - 0.018 0 - 10.3 A - B - - 0.1 Synchro 11 Light Report 214 HCM 6th TWSC 2: WCR35 & WCR32 Full Total PM Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 13 13 0 Free M. 85 15 15 Major/Minor Major1 4 158 158 0 Free 0 0 85 15 186 2 2 0 Free None 100 15 2 0 0 0 Free M. M. 85 14 0 Major2 4 131 1 6 131 1 6 0 0 0 Free Free Stop - None - 0 0 85 14 154 MI MI m. 85 85 14 9 1 7 0 1 0 0 9 0 1 0 0 9 0 0 0 0 0 Stop Stop Stop Stop Stop None - - None M. 0 0 85 9 0 85 85 9 13 1 0 Minor1 Minor2 0 0 85 13 0 MI 85 13 11 Conflicting Flow All 155 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1350 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1350 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 188 0 0 377 372 187 373 373 - - - 217 217 - 155 155 - - - 160 155 - 218 218 - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 568 547 837 564 540 863 - - - 770 710 - 822 749 - - - 826 756 - 760 703 - 4.24 - 2.326 - 1317 - 1317 M. M. WB MI 155 6.33 M. M. - 556 540 837 558 534 863 - 556 540 - 558 534 - 761 701 - 812 749 - 816 756 - 750 695 NB SB M. HCM Control Delay, s 0.6 HCM LOS Minor Lane/Major Mvmt 0 11.3 9.2 B A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 584 1350 0.014 0.011 11.3 7.7 B A A 0 0 - - 1317 - - 863 - - - - - 0.012 0 - 0 - - 9.2 - A - - A - - 0 - - 0 Synchro 11 Light Report 215 HCM 6th AWSC 3: WCR39 & WCR32 Full Total AM Intersection Intersection Delay, s/veh 9.1 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 39 45 24 17 75 18 23 34 5 13 85 72 39 45 24 17 75 18 23 34 5 13 85 72 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 15 15 15 23 23 23 13 13 13 12 12 12 46 53 28 20 88 21 27 40 6 15 100 85 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 9 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.2 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.7 A NB 1 WB 1 EB 1 9.2 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 37% 36% 55% 42% 8% 22% Stop Stop 62 108 23 39 34 45 5 24 73 127 1 1 0.102 0.173 5.035 4.915 Yes Yes 710 727 3.082 2.963 0.103 0.175 8.7 9 A A 0.3 0.6 15% 68% 16% Stop 110 17 75 18 129 1 0.181 5.038 Yes 710 3.085 0.182 9.2 A 0.7 8% 50% 42% Stop 170 13 85 72 200 1 0.256 4.604 Yes 778 2.641 0.257 9.2 A 1 Synchro 11 Light Report 216 HCM 6th AWSC 3: WCR39 & WCR32 Full Total PM Intersection Intersection Delay, s/veh 9.1 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach S 44 S 44 65 56 23 11 59 38 20 94 19 23 68 36 65 56 23 11 59 38 20 94 19 23 68 36 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 15 15 15 23 23 23 13 13 13 12 12 12 68 58 24 11 61 40 21 98 20 24 71 38 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 9.3 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.9 A WBLn1 SBLn1 SB 1 EB 1 WB 1 9.1 A NB 1 WB 1 EB 1 8.9 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 15% 45% 71% 39% 14% 16% Stop Stop 133 144 20 65 94 56 19 23 139 150 1 1 0.188 0.207 4.888 4.956 Yes Yes 731 722 2.934 3.001 0.19 0.208 9.1 9.3 A A 0.7 0.8 10% 55% 35% Stop 108 11 59 38 112 1 0.155 4.956 Yes 721 3.004 0.155 8.9 A 0.5 18% 54% 28% Stop 127 23 68 36 132 1 0.176 4.803 Yes 745 2.85 0.177 8.9 A 0.6 Synchro 11 Light Report 217 HCM 6th TWSC 25: WCR39 & Site Access B Full Total AM Intersection Int Delay, s/veh 2.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations ii F t F '9 t Traffic Vol, veh/h 34 28 84 12 10 135 Future Vol, veh/h 34 28 84 12 10 135 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 100 - 300 300 Veh in Median Storage, # 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 37 31 92 13 11 148 Major/Minor Minor1 Major1 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 262 92 0 0 105 0 92 - - - - - 170 - - - - - 6.42 6.22 - - 4.12 - 5.42 - - - - - 5.42 - - - - - 3.518 3.318 - - 2.218 - 727 965 - - 1486 - 932 - - - - - 860 - - - - - 722 965 - - 1486 - 722 - - - - - 932 - - - - - 854 - - - - - Approach WB NB SB HCM Control Delay, s 9.7 HCM LOS A 0 0.5 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 722 965 1486 - 0.052 0.032 0.007 - 10.3 8.9 7.4 - B A A - 0.2 0.1 0 Synchro 11 Light Report 218 HCM 6th TWSC 25: WC R39 & Site Access B Full Total PM Intersection Int Delay, s/veh 2.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 34 34 0 Stop 0 0 0 91 2 37 28 28 0 Stop None t 160 160 0 Free ri 40 40 0 Free None li 32 32 0 Free 100 - 300 300 - 0 - 0 91 91 2 2 31 176 t 103 103 0 Free None MI - - 0 - - 0 91 91 91 2 2 2 44 35 113 Minor1 Major1 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 359 176 176 183 6.42 6.22 5.42 5.42 - 3.518 3.318 640 867 855 848 623 867 623 855 826 Approach WB 0 0 220 0 M. M. - 4.12 M. - 2.218 - 1349 M. M. - 1349 M. M. NB SB HCM Control Delay, s 10.3 HCM LOS B 0 1.8 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 623 867 1349 - 0.06 0.035 0.026 - 11.1 9.3 7.7 - B A A - 0.2 0.1 0.1 Synchro 11 Light Report 219 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Full Total AM Intersection Int Delay, s/veh 3.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Ii F t F '9 t Traffic Vol, veh/h 58 57 111 6 21 86 Future Vol, veh/h 58 57 111 6 21 86 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - 500 350 - Veh in Median Storage, # 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 13 13 12 12 Mvmt Flow 68 67 131 7 25 101 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 282 131 Stage 1 131 - Stage 2 151 - Critical Hdwy 6.42 6.22 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 - Follow-up Hdwy 3.518 3.318 Pot Cap -1 Maneuver 708 919 Stage 1 895 Stage 2 877 Platoon blocked, % Mov Cap -1 Maneuver 695 919 Mov Cap -2 Maneuver 695 - Stage 1 895 - Stage 2 861 - 0 0 138 0 M. M. - 4.22 M. - 2.308 - 1386 M. M. - 1386 M. M. Approach WB NB SB HCM Control Delay, s 10 HCM LOS B 0 1.5 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 695 919 1386 - 0.098 0.073 0.018 - 10.7 9.2 7.6 - B A A - 0.3 0.2 0.1 Synchro 11 Light Report 220 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Full Total PM Intersection Int Delay, s/veh Movement 2.7 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow II 32 32 0 Stop M. 100 ,# 0 0 85 2 38 Major/Minor Minor1 30 30 0 Stop None 0 85 2 35 t 130 130 0 Free 0 0 85 13 153 ri 52 52 0 Free None 500 M. 85 13 61 li 55 55 0 Free 350 85 12 65 Major1 Major2 t 105 105 0 Free None 0 0 85 12 124 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 407 153 153 254 6.42 6.22 5.42 5.42 - 3.518 3.318 600 893 875 788 570 893 570 875 749 Approach WB 0 0 214 NB M. M. - 4.22 M. - 2.308 - 1299 M. M. - 1299 M. M. SB 0 HCM Control Delay, s 10.5 HCM LOS B Minor Lane/Major Mvmt 0 2.7 NBT N BRWBLn 1 WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 570 893 1299 - 0.066 0.04 0.05 - 11.8 9.2 7.9 - B A A - 0.2 0.1 0.2 Synchro 11 Light Report 221 HCM 6th TWSC 5: WCR39 & WCR38 Full Total AM Intersection Int Delay, s/veh Movement 1.8 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 4 4 0 Stop M. 87 18 5 Minor2 4 5 5 0 Stop 0 0 87 18 6 17 17 0 Stop None 87 18 20 10 10 0 Stop M. 4 0 0 0 Stop 0 - 0 87 87 44 44 11 0 Minor1 3 3 0 Stop None MI MI 87 44 3 5 5 0 Free 87 18 6 Major1 151 23 22 91 18 151 23 22 91 18 0 0 0 0 0 Free Free Free Free Free None - - None 0 - - 0 - 0 - - 0 - 87 87 87 87 87 18 18 19 19 19 174 26 25 105 21 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 367 166 201 7.28 6.28 6.28 3.662 561 800 766 378 166 212 6.68 5.68 5.68 4.162 529 732 698 116 6.38 3.462 895 378 199 179 7.54 6.54 6.54 3.896 510 715 734 375 199 176 6.94 5.94 5.94 4.396 495 664 681 187 126 MI MI 6.64 4.28 3.696 2.362 758 1367 MI M 548 515 895 485 482 758 1367 548 515 - 485 482 796 717 - 711 661 759 695 - 697 667 Approach EB WB MI NB 0 0 200 - 4.29 - 2.371 - 1277 - 1277 SB 0 0 HCM Control Delay, s 10.2 HCM LOS B Minor Lane/Major Mvmt NBL 12 B 0.2 NBT NBR EBLn1WBLn1 SBL SBT SBR 1.3 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1367 0.004 7.6 A 0 - - 722 529 1277 - - 0.041 0.028 0.02 0 - 10.2 12 7.9 A - B B A - - 0.1 0.1 0.1 M. 0 A M. Synchro 11 Light Report 222 HCM 6th TWSC 5: WCR39 & WCR38 Full Total PM Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 6 6 0 Stop M. 89 18 7 Minor2 4 0 0 0 Stop 0 0 89 18 0 3 3 0 Stop None 89 18 3 5 5 0 Stop M. 89 44 6 Minor1 4 0 0 0 Stop 0 0 89 44 0 4 4 0 Stop None MI MI 89 44 4 4 4 0 Free 4 183 183 0 Free M. 0 - 0 89 89 18 18 4 206 Major1 0 0 0 Free None 89 18 0 6 6 0 Free 89 19 7 Major2 4 158 158 0 Free 0 0 89 19 178 3 3 0 Free None MI 89 19 3 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 410 194 216 7.28 6.28 6.28 3.662 525 772 751 408 194 214 6.68 5.68 5.68 4.162 509 711 697 180 6.38 3.462 823 409 214 195 7.54 6.54 6.54 3.896 486 702 719 409 214 195 6.94 5.94 5.94 4.396 473 654 667 206 181 MI MI 6.64 4.28 3.696 2.362 739 1303 MI M 518 504 823 481 469 739 1303 518 504 - 481 469 770 707 - 700 652 744 695 - 712 663 Approach EB WB MI MI NB 0 0 206 - 4.29 - 2.371 - 1270 - 1270 SB 0 0 HCM Control Delay, s 11.2 HCM LOS B Minor Lane/Major Mvmt NBL 11.4 B 0.2 NBT NBR EBLn1WBLn1 SBL SBT SBR 0.3 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1303 0.003 7.8 0 A A 0 - 591 569 1270 - 0.017 0.018 0.005 - 11.2 11.4 7.8 - B B A - 0.1 0.1 0 M. 0 A M. Synchro 11 Light Report 223 HCM 6th AWSC 6: WCR39 & WCR44 Full Total AM Intersection Intersection Delay, s/veh 8.9 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 4 4 0.91 23 4 0 EB 4 44 10 44 10 0.91 0.91 23 23 48 11 1 0 38 41 10 22 142 36 18 80 3 38 41 10 22 142 36 18 80 3 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 42 45 11 24 156 40 20 88 3 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.6 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9 A WBLn1 SBLn1 SB 1 EB 1 WB 1 9.1 A NB 1 WB 1 EB 1 8.5 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 11% 7% 71% 76% 18% 17% Stop Stop 200 58 22 4 142 44 36 10 220 64 1 1 0.272 0.09 4.449 5.098 Yes Yes 809 702 2.474 3.137 0.272 0.091 9.1 8.6 A A 1.1 0.3 43% 46% 11% Stop 89 38 41 10 98 1 0.139 5.106 Yes 701 3.142 0.14 9 A 0.5 18% 79% 3% Stop 101 18 80 3 111 1 0.143 4.653 Yes 770 2.683 0.144 8.5 A 0.5 Synchro 11 Light Report 224 HCM 6th AWSC 6: WCR39 & WCR44 Full Total PM Intersection Intersection Delay, s/veh 9.4 Intersection LOS Movement A EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 0 0 0.91 23 0 0 4 24 14 24 14 0.91 0.91 23 23 26 15 1 0 EB 38 50 17 19 180 33 17 137 6 38 50 17 19 180 33 17 137 6 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 42 55 19 21 198 36 19 151 7 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.6 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.4 A VVBLn1 SBLn1 SB 1 EB 1 WB 1 9.7 A NB 1 WB 1 EB 1 9.1 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 8% 0% 78% 63% 14% 37% Stop Stop 232 38 19 0 180 24 33 14 255 42 1 1 0.321 0.061 4.538 5.233 Yes Yes 790 681 2.575 3.29 0.323 0.062 9.7 8.6 A A 1.4 0.2 36% 48% 16% Stop 105 38 50 17 115 1 0.169 5.263 Yes 680 3.314 0.169 9.4 A 0.6 11% 86% 4% Stop 160 17 137 6 176 1 0.228 4.674 Yes 767 2.714 0.229 9.1 A 0.9 Synchro 11 Light Report 225 HCM 6th TWSC 7: WCR32 & Site Access A Full Total AM Intersection Int Delay, s/veh 3.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Ii t 14, V' Traffic Vol, veh/h 17 46 61 0 0 49 Future Vol, veh/h 17 46 61 0 0 49 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 300 - - - 0 Veh in Median Storage, # - 0 0 - 0 Grade,% - 0 0 - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 19 51 67 0 0 54 Major/Minor Major1 Major2 Minor2 MI MI Conflicting Flow All 67 0 - Stage 1 Stage 2 Critical Hdwy 4.12 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.218 Pot Cap -1 Maneuver 1535 Stage 1 - Stage 2 - Platoon blocked, % Mov Cap -1 Maneuver 1535 Mov Cap -2 Maneuver - Stage 1 - Stage 2 - M. 0 156 67 - 67 - - 89 - - 6.42 6.22 - 5.42 - - 5.42 - - 3.518 3.318 - 835 997 - 956 - - 934 MI - 825 997 - 825 - - 945 - - 934 - Approach EB WB SB HCM Control Delay, s 2 0 8.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1535 - - - 997 HCM Lane V/C Ratio 0.012 - - - 0.054 HCM Control Delay (s) 7.4 - - - 8.8 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 Synchro 11 Light Report 226 HCM 6th TWSC 7: WCR32 & Site Access A Full Total PM Intersection Int Delay, s/veh 3.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Ili Traffic Vol, veh/h 57 Future Vol, veh/h 57 Conflicting Peds, #/hr 0 Sign Control Free RT Channelized Storage Length 300 Veh in Median Storage, # - Grade, % - Peak Hour Factor 91 Heavy Vehicles, % 2 Mvmt Flow 63 M. t itp) V 41 76 0 0 32 41 76 0 0 32 0 0 0 0 0 Free Free Free Stop Stop None - None - None 0 0 - 0 0 0 - 0 91 91 91 91 91 2 2 2 2 2 45 84 0 0 35 Major/Minor Major1 Major2 Minor2 MI MI Conflicting Flow All 84 0 - Stage 1 Stage 2 Critical Hdwy 4.12 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.218 Pot Cap -1 Maneuver 1513 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1513 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB WB 0 255 - 84 - - 171 - - 6.42 - 5.42 - - 5.42 - - 3.518 3.318 - 734 975 - 939 - 859 84 6.22 MI - 703 975 - 703 - 900 - 859 SB MI MI HCM Control Delay, s 4.4 HCM LOS Minor Lane/Major Mvmt 0 8.8 A EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1513 HCM Lane V/C Ratio 0.041 HCM Control Delay (s) 7.5 HCM Lane LOS A HCM 95th %tile Q(veh) 0.1 - 975 - 0.036 - 8.8 - A - 0.1 Synchro 11 Light Report 227 APPENDIX K HCM 6th Signalized Intersection Summary 1: US85 & WCR32 Long Total AM Movement ." EBL 'iy I 1- t 4\ EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 185 185 0 1.00 1.00 1722 195 0.95 12 254 0.07 1640 1+ ii 1+ 11 tt r 'I tt r 60 70 155 85 45 45 965 85 65 1625 50 60 70 155 85 45 45 965 85 65 1625 50 0 0 0 0 0 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No No 1722 1722 1737 1737 1737 1796 1796 1796 1796 1796 1796 63 74 163 89 40 47 1016 56 68 1711 53 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 12 12 11 11 11 7 7 7 7 7 7 84 98 245 132 59 184 1824 814 347 1853 827 0.12 0.12 0.07 0.12 0.12 0.04 0.53 0.53 0.05 0.54 0.54 722 848 1654 1135 510 1711 3413 1522 1711 3413 1522 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 195 1640 5.5 5.5 1.00 254 0.77 254 1.00 1.00 31.8 13.1 0.0 2.1 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 137 1570 6.6 6.6 0.54 182 0.75 371 1.00 1.00 33.5 6.2 0.0 2.8 163 1654 5.5 5.5 1.00 245 0.67 245 1.00 1.00 30.4 6.7 0.0 1.0 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 129 47 1645 1711 5.9 0.9 5.9 0.9 0.31 1.00 191 184 0.68 0.26 389 234 1.00 1.00 1.00 1.00 33.2 16.9 4.1 0.7 0.0 0.0 2.5 0.4 44.8 0.0 39.7 37.1 0.0 37.3 17.7 D A D D A D B 1016 56 68 1706 1522 1711 15.4 1.4 1.3 15.4 1.4 1.3 1.00 1.00 1824 814 347 0.56 0.07 0.20 1824 814 405 1.00 1.00 1.00 1.00 1.00 1.00 12.1 8.8 8.8 1.2 0.2 0.3 0.0 0.0 0.0 5.5 0.5 0.5 13.3 9.0 9.1 B A A 1711 53 1706 1522 36.0 1.3 36.0 1.3 1.00 1853 827 0.92 0.06 1853 827 1.00 1.00 1.00 1.00 16.4 8.5 9.2 0.1 0.0 0.0 14.5 0.4 25.6 8.6 C A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 332 42.7 D 292 37.2 D 1119 13.3 B 2 3 4 5 6 7 8 1832 24.5 C Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p_c), s Intersection Summary 8.4 4.5 6.5 3.3 0.0 46.3 4.5 41.5 17.4 8.3 10.0 4.5 5.5 7.5 0.0 13.6 4.5 18.5 8.6 0.5 7.7 4.5 5.5 2.9 0.0 47.0 4.5 42.5 38.0 3.9 10.0 4.5 5.5 7.5 0.0 13.6 4.5 18.5 7.9 0.4 HCM 6th Ctrl Delay HCM 6th LOS 23.7 C Synchro 11 Light Report 229 Timing Report, Sorted By Phase 1: US85 & WCR32 Long Total AM Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 11 46 10 23 10 47 10 23 Maximum Split C/0) 12.2% 51.1% 11.1% 25.6% 11.1% 52.2% 11.1% 25.6% Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 11 57 67 0 10 57 67 End Time (s) 11 57 67 0 10 57 67 0 Yield/Force Off (s) 6.5 52.5 62.5 85.5 5.5 52.5 62.5 85.5 Yield/Force Off 170(s) 6.5 41.5 62.5 74.5 5.5 41.5 62.5 74.5 Local Start Time (s) 79 0 46 56 79 89 46 56 Local Yield (s) 85.5 41.5 51.5 74.5 84.5 41.5 51.5 74.5 Local Yield 170(s) 85.5 30.5 51.5 63.5 84.5 30.5 51.5 63.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 \Do 1 ri7J 7 123 IllY e 4 fir -�, _10cIJRr 41\ DE0r6 ill , , B:.•9 ' 06 El n Synchro 11 Light Report 230 Queues 1: US85 & WCR32 Long Total AM is -IP i 4- 4\ t P \DP ir I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 195 137 163 136 47 1016 89 68 1711 53 v/c Ratio 0.80 0.53 0.66 0.56 0.24 0.58 0.10 0.22 0.91 0.06 Control Delay 52.4 27.4 40.5 35.8 9.7 16.0 1.4 8.3 27.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.4 27.4 40.5 35.8 9.7 16.0 1.4 8.3 27.5 0.1 Queue Length 50th (ft) 86 37 70 53 8 185 0 12 430 0 Queue Length 95th (ft) #162 91 123 108 23 281 12 31 #683 0 Internal Link Dist (ft) 581 2980 1209 1023 Turn Bay Length (ft) 200 200 400 400 750 750 Base Capacity (vph) 244 407 246 397 199 1765 850 317 1879 896 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.80 0.34 0.66 0.34 0.24 0.58 0.10 0.21 0.91 0.06 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 231 HCM 6th Signalized Intersection Summary 1: US85 & WCR32 Long Total PM Movement ." 'iy I 1- t 4\ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 255 255 0 1.00 1.00 1722 268 0.95 12 318 0.14 1640 1 60 60 0 1.00 No 1722 63 0.95 12 159 0.14 1103 60 60 0 1.00 1.00 1722 30 0.95 12 76 0.14 525 li 125 125 0 1.00 1.00 1737 132 0.95 11 325 0.09 1654 75 75 0 1.00 No 1737 79 0.95 11 102 0.10 1058 70 70 0 1.00 1.00 55 55 0 1.00 1.00 1737 1796 43 58 0.95 0.95 11 7 55 254 0.10 0.04 576 1711 tt 1815 1815 0 1.00 No 1796 1911 0.95 7 1915 0.56 3413 110 110 0 1.00 1.00 1796 64 0.95 7 854 0.56 1522 li 50 50 0 1.00 1.00 1796 53 0.95 7 132 0.04 1711 tet 1215 1215 0 1.00 No 1796 1279 0.95 7 1910 0.56 3413 65 65 0 1.00 1.00 1796 26 0.95 7 852 0.56 1522 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 268 1640 14.5 14.5 1.00 318 0.84 318 1.00 1.00 36.8 18.0 0.0 7.7 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 93 1628 5.5 5.5 0.32 235 0.40 421 1.00 1.00 41.2 1.1 0.0 2.3 132 1654 7.5 7.5 1.00 325 0.41 328 1.00 1.00 38.5 0.8 0.0 3.1 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 122 1633 7.8 7.8 0.35 157 0.78 346 1.00 1.00 46.9 8.0 0.0 3.5 58 1711 1.5 1.5 1.00 254 0.23 276 1.00 1.00 13.2 0.5 0.0 0.6 54.8 0.0 42.3 39.3 0.0 55.0 13.7 D A D D A D B 1911 64 1706 1522 59.4 2.0 59.4 2.0 1.00 1915 854 1.00 0.07 1915 854 1.00 1.00 1.00 1.00 23.3 10.7 20.1 0.2 0.0 0.0 27.2 0.7 53 1711 1.4 1.4 1.00 132 0.40 157 1.00 1.00 25.6 2.0 0.0 0.8 1279 1706 28.1 28.1 1910 0.67 1910 1.00 1.00 16.5 1.9 0.0 10.9 43.4 10.9 27.5 18.4 D B C 26 1522 0.8 0.8 1.00 852 0.03 852 1.00 1.00 10.5 0.1 0.0 0.3 10.5 B B Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 361 51.6 D 2 3 254 46.8 D 2033 41.5 D 4 5 6 7 8 1358 18.6 B Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p c), s Intersection Summary 8.5 4.5 5.5 3.4 0.0 64.1 4.5 59.5 61.4 0.0 13.8 4.5 9.5 9.5 0.0 19.9 4.5 27.5 7.5 0.4 8.6 4.5 5.5 3.5 0.0 64.0 19.0 4.5 4.5 59.5 14.5 30.1 16.5 12.0 0.0 14.7 4.5 22.5 9.8 0.4 HCM 6th Ctrl Delay HCM 6th LOS 35.0 C Synchro 11 Light Report 232 Timing Report, Sorted By Phase 1: US85 & WCR32 Long Total PM Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 64 14 32 10 64 19 27 Maximum Split C/0) 8.3% 53.3% 11.7% 26.7% 8.3% 53.3% 15.8% 22.5% Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 74 88 0 10 74 93 End Time (s) 10 74 88 0 10 74 93 0 Yield/Force Off (s) 5.5 69.5 83.5 115.5 5.5 69.5 88.5 115.5 Yield/Force Off 170(s) 5.5 58.5 83.5 104.5 5.5 58.5 88.5 104.5 Local Start Time (s) 110 0 64 78 110 0 64 83 Local Yield (s) 115.5 59.5 73.5 105.5 115.5 59.5 78.5 105.5 Local Yield 170(s) 115.5 48.5 73.5 94.5 115.5 48.5 78.5 94.5 Intersection Summary Cycle Length Control Type Natural Cycle 120 Semi Act-Uncoord 120 Splits and Phases: 1: US85 & WCR32 —Din 4 w � I a -' 2_. I Li n jik . I:17 4- )7 [ I 11i S I 64s 19 s Synchro 11 Light Report 233 Queues 1: US85 & WCR32 Long Total PM is -IP i 4- 4\ t P \DP ir I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 268 126 132 153 58 1911 116 53 1279 68 v/c Ratio 0.88 0.42 0.47 0.67 0.29 1.03 0.13 0.36 0.69 0.08 Control Delay 62.1 32.2 36.4 50.1 12.9 56.4 2.1 16.2 21.8 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.1 32.2 36.4 50.1 12.9 56.4 2.1 16.2 21.8 0.2 Queue Length 50th (ft) 162 55 72 81 15 -790 0 14 344 0 Queue Length 95th (ft) #245 113 123 151 36 #1025 22 34 486 0 Internal Link Dist (ft) 581 2980 1209 1023 Turn Bay Length (ft) 200 200 400 400 750 750 Base Capacity (vph) 308 426 286 356 203 1849 888 149 1849 888 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.87 0.30 0.46 0.43 0.29 1.03 0.13 0.36 0.69 0.08 Intersection Summary Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 234 HCM 6th TWSC 2: WCR35 & WCR32 Long Total AM Intersection Int Delay, s/veh Movement 1.1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 10 10 0 Free M. 95 15 11 Major/Minor Major1 4 170 170 0 Free 0 0 95 15 179 10 10 0 Free None 95 15 11 5 5 0 Free M. M. 4 210 210 0 Free 0 - 0 95 95 14 14 5 221 Major2 5 5 0 Free None MI MI 95 14 5 5 5 0 Stop m. 95 9 5 4 5 5 0 Stop M. 0 0 95 9 5 5 5 0 Stop None 5 5 0 Stop 95 95 9 13 5 5 Minor1 Minor2 4 5 5 0 Stop 0 0 95 13 5 5 5 0 Stop None MI 95 13 5 Conflicting Flow All 226 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1269 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1269 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 190 0 0 446 443 185 446 446 - - - 207 207 - 234 234 - - - 239 236 - 212 212 - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 511 499 840 504 491 789 - - - 779 718 - 745 691 - - - 749 697 - 766 707 - 4.24 - 2.326 - 1315 - 1315 M. M. WB MI 224 6.33 M. M. - 498 492 840 491 484 789 - 498 492 - 491 484 - 771 711 - 738 688 - 735 694 - 748 700 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt 0.2 11.4 11.6 B B NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 574 1269 0.028 0.008 11.4 7.9 0 B A A 0.1 0 - 1315 - 0.004 - 7.7 - - 559 - - 0.028 0 - 11.6 - A A - B - 0 - - 0.1 Synchro 11 Light Report 235 HCM 6th TWSC 2: WCR35 & WCR32 Long Total PM Intersection Int Delay, s/veh Movement 1.2 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 15 15 0 Free M. 4 205 205 0 Free - 0 - 0 95 95 15 15 16 216 Major/Minor Major1 5 5 0 Free None 95 15 5 5 5 0 Free M. M. 95 14 5 Major2 4 175 175 0 Free 0 0 95 14 184 5 5 0 Free None MI MI 95 14 5 5 5 0 Stop m. 95 9 5 Minor1 4 5 5 0 Stop M. 0 0 95 9 5 5 5 0 Stop None 5 5 0 Stop 95 95 9 13 5 5 Minor2 4 5 5 0 Stop 0 0 95 13 5 10 10 0 Stop None MI 95 13 11 Conflicting Flow All 189 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1311 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1311 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 221 M. M. - 4.24 M. - 2.326 - 1280 M. - 1280 M. M. WB 0 0 456 450 - 251 251 - 205 199 - 7.19 6.59 - 6.19 5.59 - 6.19 5.59 - 3.581 4.081 - 503 494 - 738 686 - 781 723 MI 219 453 450 187 - 197 197 - 256 253 6.29 7.23 6.63 6.33 - 6.23 5.63 - 6.23 5.63 - 3.381 3.617 4.117 3.417 803 499 488 828 - 780 718 - 725 678 M. M. - 486 485 803 485 479 828 - 486 485 - 485 479 - 728 676 - 769 715 - 762 720 - 705 669 NB SB M. HCM Control Delay, s 0.5 HCM LOS Minor Lane/Major Mvmt NBLn1 EBL 0.2 11.6 B EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 559 1311 0.028 0.012 11.6 7.8 B A 0.1 0 0 A - 1280 - 0.004 - 7.8 - A A - 0 - - 609 - - 0.035 0 - 11.1 IM B - 0.1 Synchro 11 Light Report 236 HCM 6th AWSC 3: WCR39 & WCR32 Long Total AM Intersection Intersection Delay, s/veh 9.7 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 55 55 30 20 90 10 30 40 10 15 125 105 55 55 30 20 90 10 30 40 10 15 125 105 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 15 15 15 23 23 23 13 13 13 12 12 12 58 58 32 21 95 11 32 42 11 16 132 111 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 9.5 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.6 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.9 A NB 1 WB 1 EB 1 10.1 B Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 38% 39% 50% 39% 12% 21% Stop Stop 80 140 30 55 40 55 10 30 84 147 1 1 0.12 0.209 5.15 5.104 Yes Yes 691 699 3.22 3.17 0.122 0.21 8.9 9.5 A A 0.4 0.8 17% 75% 8% Stop 120 20 90 10 126 1 0.186 5.297 Yes 673 3.366 0.187 9.6 A 0.7 6% 51% 43% Stop 245 15 125 105 258 1 0.335 4.677 Yes 766 2.731 0.337 10.1 B 1.5 Synchro 11 Light Report 237 HCM 6th AWSC 3: WCR39 & WCR32 Long Total PM Intersection Intersection Delay, s/veh 10.3 Intersection LOS Movement B EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 100 100 0.95 15 105 0 EB 4 65 30 65 30 0.95 0.95 15 15 68 32 1 0 15 75 45 25 125 25 25 90 55 15 75 45 25 125 25 25 90 55 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 23 23 23 13 13 13 12 12 12 16 79 47 26 132 26 26 95 58 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 10.8 B NBLn1 EBLn1 EB 1 NB 1 SB 1 9.9 A WBLn1 SBLn1 SB 1 EB 1 WB 1 10.3 B NB 1 WB 1 EB 1 10 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 14% 51% 71% 33% 14% 15% Stop Stop 175 195 25 100 125 65 25 30 184 205 1 1 0.272 0.307 5.315 5.383 Yes Yes 678 669 3.332 3.403 0.271 0.306 10.3 10.8 B B 1.1 1.3 11% 56% 33% Stop 135 15 75 45 142 1 0.214 5.429 Yes 662 3.456 0.215 9.9 A 0.8 15% 53% 32% Stop 170 25 90 55 179 1 0.259 5.204 Yes 693 3.221 0.258 10 A 1 Synchro 11 Light Report 238 HCM 6th TWSC 9: WCR39 & Site Access B Long Total AM Intersection Int Delay, s/veh Movement 1.8 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 35 35 0 Stop 0 0 0 95 2 37 30 30 0 Stop None t 110 110 0 Free ri 15 15 0 Free None 10 10 0 Free 100 - 200 200 95 2 32 0 0 95 2 116 M. 95 2 16 t 210 210 0 Free None MI - 0 - 0 95 95 2 2 11 221 Minor1 Major1 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 359 116 116 243 6.42 6.22 5.42 5.42 - 3.518 3.318 640 936 909 797 635 936 635 909 791 Approach WB 0 0 132 0 M. M. - 4.12 M. - 2.218 - 1453 M. M. - 1453 M. M. NB SB HCM Control Delay, s 10.1 HCM LOS B 0 0.3 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 635 936 1453 - 0.058 0.034 0.007 - 11 9 7.5 - B A A - 0.2 0.1 0 Synchro 11 Light Report 239 HCM 6th TWSC 9: WCR39 & Site Access B Long Total PM Intersection Int Delay, s/veh Movement 1.5 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 25 25 0 Stop 20 20 0 Stop None t 235 235 0 Free ri 40 40 0 Free None li 30 30 0 Free 0 100 - 200 200 0 - 0 0 - 0 95 95 95 95 95 2 2 2 2 2 26 21 247 42 32 Minor1 Major1 Major2 t 150 150 0 Free None MI 0 0 95 2 158 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 469 247 247 222 6.42 6.22 5.42 5.42 - 3.518 3.318 553 792 794 815 539 792 539 794 795 Approach WB 0 0 289 0 M. M. - 4.12 M. - 2.218 - 1273 M. M. - 1273 MI M. M. NB SB HCM Control Delay, s 11 HCM LOS B 0 1.3 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 539 792 1273 - 0.049 0.027 0.025 - 12 9.7 7.9 - B A A - 0.2 0.1 0.1 Synchro 11 Light Report 240 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Long Total AM Intersection Int Delay, s/veh Movement 5.3 VI/BL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 115 115 0 Stop M. 100 ,# 0 0 95 2 121 Minor1 105 105 0 Stop None 0 95 2 111 t 125 125 0 Free 0 0 95 13 132 ri 20 20 0 Free None 500 M. 95 13 21 li 40 40 0 Free 350 95 12 42 Major1 Major2 t 105 105 0 Free None 0 0 95 12 111 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 327 132 132 195 6.42 6.22 5.42 5.42 - 3.518 3.318 667 917 894 838 646 917 646 894 812 Approach WB 0 0 153 NB M. M. - 4.22 M. - 2.308 - 1369 M. M. - 1369 M. M. SB 0 HCM Control Delay, s 10.8 HCM LOS B Minor Lane/Major Mvmt 0 2.1 NBT N BRWBLn 1 WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 646 917 1369 - 0.187 0.121 0.031 - 11.9 9.5 7.7 - B A A - 0.7 0.4 0.1 Synchro 11 Light Report 241 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Long Total PM Intersection Int Delay, s/veh Movement 3.6 VI/BL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 65 65 0 Stop M. 100 ,# 0 0 95 2 68 50 50 0 Stop None 0 95 2 53 t 155 155 0 Free 0 0 95 13 163 ri 105 105 0 Free None 500 M. 95 13 111 li 95 95 0 Free 350 95 12 100 Minor1 Major1 Major2 t 115 115 0 Free None 0 0 95 12 121 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 484 163 163 321 6.42 6.22 5.42 5.42 - 3.518 3.318 542 882 866 735 498 882 498 866 675 Approach WB 0 0 274 NB M. M. - 4.22 M. - 2.308 - 1234 M. M. - 1234 M. M. BM SB 0 HCM Control Delay, s 11.6 HCM LOS B Minor Lane/Major Mvmt 0 3.7 NBT N BRWBLn 1 WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 498 882 1234 - 0.137 0.06 0.081 - 13.4 9.3 8.2 - B A A - 0.5 0.2 0.3 Synchro 11 Light Report 242 HCM 6th TWSC 5: WCR39 & WCR38 Long Total AM Intersection Int Delay, s/veh Movement 1.9 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 5 5 0 Stop M. 95 18 5 Minor2 4 5 5 0 Stop 0 0 95 18 5 20 20 0 Stop None 95 18 21 15 15 0 Stop M. 95 44 16 Minor1 4 5 5 0 Stop 0 0 95 44 5 5 5 0 Stop None MI MI 95 44 5 5 5 0 Free 4 205 205 0 Free M. 0 - 0 95 95 18 18 5 216 Major1 30 30 0 Free None 95 18 32 25 25 0 Free 95 19 26 Major2 4 120 120 0 Free 0 0 95 19 126 25 25 0 Free None MI 95 19 26 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 438 191 247 7.28 6.28 6.28 3.662 502 775 723 449 191 258 6.68 5.68 5.68 4.162 482 713 666 139 6.38 3.462 868 446 242 204 7.54 6.54 6.54 3.896 458 677 711 446 242 204 6.94 5.94 5.94 4.396 450 634 661 232 152 MI MI 6.64 4.28 3.696 2.362 714 1337 MI M 483 469 868 434 438 714 1337 483 469 - 434 438 772 697 - 674 631 709 663 - 673 646 Approach EB MI MI WB NB 0 0 248 - 4.29 - 2.371 - 1225 - 1225 SB 0 0 HCM Control Delay, s 10.5 HCM LOS B Minor Lane/Major Mvmt NBL 13.1 0.2 B NBT NBR EBLn1WBLn1 SBL SBT SBR 1.2 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1337 0.004 7.7 A 0 - - 681 472 1225 - - 0.046 0.056 0.021 0 - 10.5 13.1 8 A - B B A - - 0.1 0.2 0.1 M. 0 A M. Synchro 11 Light Report 243 HCM 6th TWSC 5: WCR39 & WCR38 Long Total PM Intersection Int Delay, s/veh Movement 1.2 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 10 10 0 Stop M. 4 5 5 0 Stop - 0 - 0 95 95 18 18 11 5 Minor2 5 5 0 Stop None 95 18 5 5 5 0 Stop M. 95 44 5 Minor1 4 5 5 0 Stop 0 0 95 44 5 5 5 0 Stop None MI MI 95 44 5 5 5 0 Free 4 230 230 0 Free M. 0 - 0 95 95 18 18 5 242 Major1 5 10 5 10 0 0 Free Free None - 95 18 5 95 19 11 Major2 4 210 210 0 Free 0 0 95 95 19 19 221 5 5 5 0 Free None MI Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 506 246 260 7.28 6.28 6.28 3.662 452 723 711 503 246 257 6.68 5.68 5.68 4.162 449 674 667 224 6.38 3.462 777 506 255 251 7.54 6.54 6.54 3.896 416 665 669 503 255 248 6.94 5.94 5.94 4.396 416 626 630 245 226 MI MI 6.64 4.28 3.696 2.362 701 1254 MI M 439 442 777 405 410 701 1254 439 442 - 405 410 719 667 - 662 623 696 664 - 653 624 Approach EB WB MI MI NB 0 0 247 - 4.29 - 2.371 - 1226 - 1226 SB 0 0 HCM Control Delay, s 12.6 HCM LOS B Minor Lane/Major Mvmt 12.9 B 0.2 NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0.4 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1254 0.004 7.9 A 0 - - 494 474 1226 - - 0.043 0.033 0.009 0 - 12.6 12.9 8 A - B B A - - 0.1 0.1 0 M. 0 A M. Synchro 11 Light Report 244 HCM 6th AWSC 6: WCR39 & WCR44 Long Total AM Intersection Intersection Delay, s/veh 9.8 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 5 55 20 45 50 15 30 195 45 25 105 5 5 55 20 45 50 15 30 195 45 25 105 5 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 23 23 23 20 20 20 5 5 5 4 4 4 5 58 21 47 53 16 32 205 47 26 111 5 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 9.2 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.6 A WBLn1 SBLn1 SB 1 EB 1 WB 1 10.3 B NB 1 WB 1 EB 1 9.1 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 11% 6% 72% 69% 17% 25% Stop Stop 270 80 30 5 195 55 45 20 284 84 1 1 0.364 0.125 4.616 5.324 Yes Yes 776 669 2.663 3.394 0.366 0.126 10.3 9.2 B A 1.7 0.4 41% 45% 14% Stop 110 45 50 15 116 1 0.172 5.361 Yes 665 3.428 0.174 9.6 A 0.6 19% 78% 4% Stop 135 25 105 5 142 1 0.192 4.853 Yes 736 2.909 0.193 9.1 A 0.7 Synchro 11 Light Report 245 HCM 6th AWSC 6: WCR39 & WCR44 Long Total PM Intersection Intersection Delay, s/veh 9.8 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 5 30 25 45 60 20 30 155 40 20 180 10 5 30 25 45 60 20 30 155 40 20 180 10 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 23 23 23 20 20 20 5 5 5 4 4 4 5 32 26 47 63 21 32 163 42 21 189 11 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 9 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.8 A WBLn1 SBLn1 SB 1 EB 1 WB 1 9.9 A NB 1 WB 1 EB 1 9.8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 13% 8% 69% 50% 18% 42% Stop Stop 225 60 30 5 155 30 40 25 237 63 1 1 0.309 0.093 4.691 5.326 Yes Yes 763 667 2.744 3.407 0.311 0.094 9.9 9 A A 1.3 0.3 36% 48% 16% Stop 125 45 60 20 132 1 0.196 5.374 Yes 663 3.445 0.199 9.8 A 0.7 10% 86% 5% Stop 210 20 180 10 221 1 0.292 4.76 Yes 752 2.814 0.294 9.8 A 1.2 Synchro 11 Light Report 246 HCM 6th TWSC 7: WCR32 & Site Access A Long Total AM Intersection Int Delay, s/veh 2.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length 300 Veh in Median Storage, # - Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow II 20 20 0 Free M. 95 2 21 t 65 65 0 Free None 0 0 95 2 68 1 80 80 0 Free 0 0 95 2 84 Major/Minor Major1 Major2 0 0 0 Free None M. M. 95 2 0 tie 0 0 0 Stop 0 0 0 95 2 0 Minor2 50 50 0 Stop None MI MI 95 2 53 Conflicting Flow All 84 0 - Stage 1 Stage 2 Critical Hdwy 4.12 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.218 Pot Cap -1 Maneuver 1513 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1513 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB WB 0 194 - 84 - - 110 - - 6.42 - 5.42 - - 5.42 - - 3.518 3.318 - 795 975 - 939 - 915 84 6.22 MI - 784 975 - 784 - 926 - 915 SB MI MI HCM Control Delay, s 1.7 HCM LOS Minor Lane/Major Mvmt EBL 0 8.9 A EBT WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1513 0.014 7.4 A 0 - 975 - 0.054 - 8.9 - A - 0.2 Synchro 11 Light Report 247 HCM 6th TWSC 7: WCR32 & Site Access A Long Total PM Intersection Int Delay, s/veh 3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Ili Traffic Vol, veh/h 60 Future Vol, veh/h 60 Conflicting Peds, #/hr 0 Sign Control Free RT Channelized Storage Length 300 Veh in Median Storage, # - Grade, % - Peak Hour Factor 95 Heavy Vehicles, % 2 Mvmt Flow 63 M. Major/Minor Major1 t 60 60 0 Free None 0 0 95 2 63 1 100 100 0 Free 0 0 95 2 105 0 0 0 Free None M. M. 95 2 0 tie 0 0 0 Stop 0 0 0 95 2 0 Major2 Minor2 35 35 0 Stop None MI MI 95 2 37 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 105 4.12 M. 2.218 1486 M. 1486 M. Approach EB 0 - WB 0 294 - 105 - - 189 - - 6.42 - 5.42 - - 5.42 - - 3.518 3.318 - 697 949 - 919 - 843 M. 105 6.22 MI - 668 949 - 668 - 880 - 843 SB MI MI HCM Control Delay, s 3.8 HCM LOS Minor Lane/Major Mvmt 0 8.9 A EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1486 HCM Lane V/C Ratio 0.043 HCM Control Delay (s) 7.5 HCM Lane LOS A HCM 95th %tile Q(veh) 0.1 M. M. - 949 - 0.039 - 8.9 - A - 0.1 Synchro 11 Light Report 248 PELICAN LAKE RANCH, FILING 2 TRANSPORTATION IMPACT STUDY WELD COUNTY, COLRADO NOVEMBER 2023 Prepared for: Beebe Draw Farms Authority P.O. Box 156 Red Feather Lakes, CO 80545 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 • Affiesil 1 _ANEW Mk_ Project #2258 TABLE OF CONTENTS I. INTRODUCTION 1 II. EXISTING CONDITIONS 2 Land Use 2 Roads 2 Existing Traffic 5 Existing Operation 8 III. PROPOSED DEVELOPMENT 10 Trip Generation 10 Trip Distribution 12 Background Traffic Projections 12 Trip Assignment/Total Traffic 12 Signal Warrants 12 Geometry 30 Operation Analysis 35 Daily Volumes 40 IV. CONCLUSIONS/RECOMMENDATIONS 45 LIST OF TABLES 1. Current Peak Hour Operation 9 2. Trip Generation 10 3. Short Range (2027) Background Peak Hour Operation 36 4. Mid Range (2032) Background Peak Hour Operation 37 5. Full Development (2035) Background Peak Hour Operation 38 6. Long Range (2045) Background Peak Hour Operation 39 7. Short Range (2027) Total Peak Hour Operation 41 8. Mid Range (2032) Total Peak Hour Operation 42 9. Full Development (2035) Total Peak Hour Operation 43 10. Long Range (2045) Total Peak Hour Operation 44 �-` L—DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 LIST OF FIGURES 1. Site Location 3 2. Existing Intersection Geometry 4 3. Recent Peak Hour Traffic 6 4. Recent Average Daily Traffic 7 5. Site Plan 11 6. Trip Distribution 13 7. Short Range (2027) Background Peak Hour Traffic 14 8. Mid Range (2032) Background Peak Hour Traffic 15 9. Full Development (2035) Background Peak Hour Traffic 16 10. Long Range (2045) Background Peak Hour Traffic 17 11. Full Development (2035) Background Daily Traffic 18 12. Long Range (2045) Background Daily Traffic 19 13. Short Range (2027) Site Generated Peak Hour Traffic 20 14. Mid Range (2032) Site Generated Peak Hour Traffic 21 15. Full Development Site Generated Peak Hour Traffic 22 16. Short Range (2027) Total Peak Hour Traffic 23 17. Mid Range (2032) Total Peak Hour Traffic 24 18. Full Development (2035) Total Peak Hour Traffic 25 19. Long Range (2045) Total Peak Hour Traffic 26 20. Full Development Site Generated Daily Traffic 27 21. Full Development (2035) Total Daily Traffic 28 22. Long Range (2045) Total Daily Traffic 29 23. Short Range (2027) Geometry 31 24. Mid Range (2032) Geometry 32 25. Full Development (2035) Geometry 33 26. Long Range (2045) Geometry 34 APPENDICES A. Recent Peak Hour Traffic B. Current Peak Hour Operation/Level of Service Descriptions C. Peak Hour Signal Warrant D. Short Range (2027) Background Peak Hour Operation E. Mid Range (2032) Background Peak Hour Operation F. Full Development (2035) Background Peak Hour Operation G. Long Range (2045) Background Peak Hour Operation H. Short Range (2027) Total Peak Hour Operation I. Mid Range (2032) Total Peak Hour Operation J. Full Development (2035) Total Peak Hour Operation K. Long Range (2045) Total Peak Hour Operation �' L—DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 I. INTRODUCTION This Transportation Impact Study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Pelican Lake Ranch, Filing 2 development. Pelican Lake Ranch, Filing 2 site is located in the northeast quadrant of the Weld County Road 39 (WCR39)!Weld County Road 32 (WCR32) intersection in Weld County, Colorado. During the course of the analysis, numerous contacts were made with the project planner (Planscapes), the project engineer (Wernsman Engineering, inc.), and Weld County staff. This study generally conforms to the format set forth in the Weld County traffic impact study requirements contained in the "Weld County Engineering and Construction Criteria" January 2021. The study involved the following steps: • Collect physical, traffic, and development data; • Perform trip generation, trip distribution, and trip assignment; • Determine morning and afternoon peak hour traffic volumes; • Conduct capacity and operational level of service analyses on key intersections; • Analyze signal warrants; • Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation. This TIS is a revision of the Pelican Lake Ranch Filing 2. "Beebe Draw Master Transportation Impact Study," was prepared in July 2021 and "Pelican Lake Ranch Filing 2 Transportation Impact Study," was prepared in February 2022 for a portion of the Pelican Lake Ranch. This TIS includes a revision of the site plan, site access along WCR32, and peak hour and daily traffic counts at a number of external intersections/ road segments that were not requested in the previous transportation impact studies. I--.DELICH Pelican Lake Ranch, Filing 2 TIS, November 2023 ASSOCIATES Page 1 II. EXISTING CONDITIONS The location of the Pelican Lake Ranch, Filing 2 site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily residential (existing Pelican Lake Ranch), agricultural and oil/gas uses. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. Roads The primary roads near Pelican Lake Ranch, Filing 2 site are US85, WCR32, WCR39, Beebe Draw Farms Parkway, WCR35, WCR38 and WCR44. Figure 2 shows the current geometry at the US85/WCR32-Vasquez, WCR32/WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections. United State 85 (US85) is west of the proposed Pelican Lake Ranch, Filing 2 site. United State 85 (US85) is classified as an Expressway (E -X) based on CDOT and an arterial road on the Weld County Functional Classification Map. Currently, US85 has a four -lane cross section and a posted speed of 50 mph. At the US85/WCR32-Vasquez intersection, US85 has a northbound and southbound left -turn lane, two through lanes in each direction, a northbound and southbound right -turn lane, and a northbound and southbound right -turn acceleration lane. The US85/WCR32-Vasquez intersection has signal control. Vasquez Boulevard is west of the proposed Pelican Lake Ranch, Filing 2 site. It is not classified on the Weld County Functional Classification Map. It is the west frontage road of US85. Currently, Vasquez Boulevard has a two-lane cross section and no posted speed limit. At the US85/WCR32-Vasquez intersection, Vasquez Boulevard has northbound and southbound movements combined into single lanes. Weld County Road 32 (WCR32) is south of the proposed Pelican Lake Ranch, Filing 2 site. Weld County Road 32 (WCR32) is classified as a collector road on the Weld County Functional Classification Map. Currently, WCR32 has a rural two-lane cross section and a posted speed of 30 mph near the US85/WCR32 intersection and a posted speed of 55 mph near the WCR32/WCR35 and WCR39/WCR32 intersections. At the US85/WCR32-Vasquez intersection, WCR32 has all movements combined into single lanes. At the WCR32/WCR35 intersection, WCR32 has all movements combined into single lanes. At the WCR39/WCR32 intersection, WCR32 has all movements combined into single lanes. The WCR32/WCR35 intersection has stop sign control on WCR35. The WCR39/WCR32 intersection has all -way stop sign control. I—DELICH Pelican Lake Ranch, Filing 2 TIS, November 2023 ASSOCIATES Page 2 SCALE: 1 "=5000' SITE LOCATION Figure 1 -1f 11-DELICH s w rif in -ASSOCIATES Pelican Lake Ranch, Filling 2 TIS, November 2023 Page 3 p 72 Ct a) O N N CT co (13 AS - Denotes Lane WCR44 EXISTING INTERSECTION GEOMETRY Beebe Draw Farms Parkway Figure 2 -,49-DELICH vr ASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 4 WC R32 Weld County Road 35 (WCR35) is west of the proposed Pelican Lake Ranch, Filing 2 site. Weld County Road 35 (WCR35) is classified as a collector road on the Weld County Functional Classification Map. Currently, WCR32 has a gravel two-lane cross section and no posted speed. At the WCR32/WCR35 intersection, WCR35 has all movements combined into single lanes. Weld County Road 39 (WCR39) is west of the proposed Pelican Lake Ranch, Filing 2 site. Weld County Road 39 (WCR39) is classified as a collector road on the Weld County Functional Classification Map. Currently, WCR39 has a rural two-lane cross section and a posted speed of 55 mph. At the WCR39/WCR32 intersection, WCR39 has all movements combined into single lanes. At the WCR39/Beebe Draw Farms intersection, WCR39 has a southbound left -turn lane, through lane in each direction, and a northbound right -turn lane. At the WCR39/WCR38 intersection, WCR39 has all movements combined into single lanes. At the WCR39/WCR44 intersection, WCR39 has all movements combined into single lanes. The WCR39/ Beebe Draw Farms and WCR39/WCR38 intersections have stop sign control on Beebe Draw Farms Parkway and WCR38, respectively. The WCR39/WCR44 intersection has all -way stop sign control. Beebe Draw Farms Parkway is not classified on the Weld County Functional Classification Map. Currently, Beebe Draw Farms Parkway has a rural two-lane cross and a posted speed of 35 mph. There is only an east leg at the WCR39/Beebe Draw Farms intersection. At the WCR39/Beebe Draw Farms intersection, Beebe Draw Farms Parkway is not striped but operates has separate westbound left -turn and right -turn lanes. Weld County Road 38 (WCR38) is north of the proposed Pelican Lake Ranch, Filing 2 site. Weld County Road 32 (WCR32) is not classified on the Weld County Functional Classification Map. Currently, WCR32 has a gravel two-lane cross section and there is no posted speed. At the WCR39/WCR38 intersection, WCR38 has all movements combined into single lanes. Weld County Road 44 (WCR44) is north of the proposed Pelican Lake Ranch, Filing 2 site. Weld County Road 44 (WCR44) is classified as an arterial road on the Weld County Functional Classification Map. Currently, WCR44 has a rural two-lane cross section and a posted speed of 55 mph. At the WCR39/WCR44 intersection, WCR32 has all movements combined into single lanes. Existing Traffic Recent peak hour traffic volumes at the US85/WCR32-Vasquez, WCR32 /WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections are shown in Figure 3. Daily traffic volumes along US85, WCR32, WCR35, WCR 39, Beebe Draw Farms Parkway, WCR38 and WCR44 are shown in Figure 4. Peak hour traffic data for the key intersections were obtained in September 2023. Daily traffic data for the key intersections were obtained in October 2023. Raw count data is provided in Appendix A. —04` �-DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 5 0/0 181/210 0/1 m AS N -ono— AM/PM p c6 a) m N Cr co (13 \— 0/0 --71:0e) 104/114 Cr' 0/0 ['118/165 34/26 r r r 45/40 N N- CO coo D 0 co 20/38 41/39 82/64 r N C0 O co L1/4 6/10 —/ 95/84 7/2 RECENT PEAK HOUR TRAFFIC M U WCR44 CD LO CO 310 35/19 —Dm- 6/5 N r r WCR38 co Ln Li 3/5 4/0 13/2 m N '7t N CO N N Li 24/28 30/27 19/18 m LU (s) 8/13 32/39 30/30 (0 2/3 � 0/0 8/4 M — 0 CO CO 27/12 37/19 Beebe Draw Farms Parkway 3/22 co44/37 1/1 r 00 LU LU N 0 Figure 3 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 6 WCR32 WCR44 Daily RECENT AVERAGE DAILY TRAFFIC Beebe Draw Farms Parkway Figure 4 —,49—DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 7 WC R32 Existing Operation The U S85/WC R32 -Vasquez, WCR32/WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual, 6t" Edition. Using the morning and afternoon peak hour traffic shown in Figure 3, the peak hour operation is shown in Table 1. Calculations forms are provided in Appendix B. A description of level of service for signalized and unsignalized intersections from the 2016 Highway Capacity Manual is also provided in Appendix B. Acceptable overall operation at intersections during the peak hours is defined as level of service C or better. The key intersections currently meet the operational criteria with existing control and geometry in the morning and afternoon peak hours. The volume criteria for auxiliary lanes at intersections applies to the through traffic (not stopped) at intersections. It is not applicable to the leg with stop sign control. Based on the existing traffic volumes and the Weld County Engineering & Construction Criteria, an eastbound left -turn lane is required at the WCR32/WCR35 intersection and at the WCR39/WCR38 intersection, a southbound left -turn lane is required based on existing traffic volumes. ii—DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 8 Current Peak TABLE Hour 1 Operation Intersection Movement Level of Service AM PM US85/WCR32-Vasquez (signal) (FR) EB LT/T/RT C D WB LT/T/RT C C NB LT B B NB T C D NB RT B B B C NB APPROACH SB LT B B SB T C C SB RT B B C C SB APPROACH NB LT/T/RT (FR) C C SB LT/T/RT (FR) C C OVERALL C C WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR32 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/Beebe (stop sign) Draw Farms WB LT A A WB RT A A WB APPROACH A A SB LT A A OVERALL A A WCR39/WCR38 (stop sign) EB LT/T/RT A A WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A I-DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 9 III. PROPOSED DEVELOPMENT Pelican Lake Ranch, Filing 2 development is a 284 single-family dwelling unit development. Figure 5 shows the site plan of Pelican Lake Ranch, Filing 2 site. The short range (2027) future includes development of Phase 1 and 2 of the Pelican Lake Ranch, Filing 2 and an appropriate increase in background traffic, due to normal growth in the area. The mid range (2032) future includes development of Phase 1, 2, 3, and 4 of the Pelican Lake Ranch, Filing 2 and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. The full development (2035), and long range (2045) futures include full development of the Pelican Lake Ranch, Filing 2 and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. The site plan shows that the Pelican Lake Ranch, Filing 2 will have access to/from WCR39 via Beebe Draw Farms Parkway and access to/from WCR32, east of WCR39, with Phase 3 of the development. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed road system. Trip generation information contain in Trip Generation, 11th Edition, ITE was used to estimate trips that would be generated by a proposed/expected uses at the Pelican Lake Ranch, Filing 2. Land use code 210 — Single -Family Detached Housing was used. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation on a daily and peak hour basis. The Pelican Lake Ranch, Filing 2 development will generate approximately 2,636 daily trip ends, 193 morning peak hour trip ends, and 265 afternoon peak hour trip ends. Trip TABLE Generation 2 Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 210 Single Detached -Family (Phase 1) 31 D.U. Eq. 288 Eq. 5 Eq. 15 Eq. 18 Eq. 11 _ 210 Single Detached -Family (Phase 2) 43 D.U. Eq. 400 Eq. 8 Eq. 22 Eq. 25 Eq. 15 _ 210 Single Detached -Family (Phase 3) 77 D.U. Eq. 714 Eq. 13 Eq. 39 Eq. 45 Eq. 26 _ 210 Single Detached -Family (Phase 4) 51 D.U. Eq. 474 Eq. 9 Eq. 26 Eq. 30 Eq. 18 _ 210 Single Detached -Family (Phase 5) 50 D.U. Eq. 464 Eq. 9 Eq. 25 Eq. 30 Eq. 17 210 Single Detached -Family (Phase 6) 32 D.U. Eq. 298 Eq. 6 Eq. 16 Eq. 19 Eq. 11 Total 284 D.U. 2636 50 143 167 98 �' �-DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 10 I a I I I I I I I I v f ©Tr p _�_ \ } _ SITE PLAN urraiT i*AW FARMS S PARKWS _:I OR! Al. I 1 I 1 AMENITY AREA WINDMILL WALKING ► ORSE IiIDINGTRAILS a_ BIKE WALK PA -I-14 PHASE I PHASE II PHASE III PHASE IV PHASE PHASE VI 31 LOTS 43 LOTS 77 LOTS 51 LOTS 50 LOTS 32 LOTS TOTAL 284 LOTS Figure 5 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 11 Trip Distribution Trip distribution for Pelican Lake Ranch, Filing 2 was based on existing/future travel patterns, land uses in the area, consideration of trip attractions/productions in the area, and engineering judgment. Figure 6 shows the trip distribution for the Pelican Lake Ranch, Filing 2 Development. Background Traffic Projections Background traffic projections for the short range (2027), mid range (2032), full development (2035), and long range (2045) future horizon were obtained by factoring the recent traffic volumes at a rate of two percent per year plus other developments in the area. In the long range (2045) future the remaining Pelican Lake Ranch site was included. Figures 7, 8, 9, and 10 show the respective short range (2027), mid range (2032), full development (2035), and long range (2045) background peak hour traffic at the key intersections. Figures 11 and 12 shows the respective full development (2035) and long range (2045) background daily traffic. Following recommendations in the US85 Planning and Environmental Linkage Study, after the year 2035 the north and south legs of Vasquez Boulevard were closed at WCR32 (Grand Avenue in Platteville). Trip Assignment/Total Traffic Trip assignment is how the generated and distributed trips are expected to be loaded on the road system. The assigned trips are the resultant of the trip distribution process. Figure 13 shows the short range (2027) site generated peak hour traffic assignment (Phase 1 and 2). Figure 14 shows the mid range (2032) site generated peak hour traffic assignment (Phase 1, 2, 3, and 4). Figure 15 shows the full development site generated peak hour traffic assignment. Figure 16 shows the short range (2027) total (site plus background) peak hour traffic assignment. Figure 17 shows the mid range (2032) total (site plus background) peak hour traffic assignment. Figure 18 shows the full development (2035) total (site plus background) peak hour traffic assignment. Figure 19 shows the long range (2045) total (site plus background) peak hour traffic assignment. Figure 20 shows the full development (2035) site generated daily traffic. Figures 21 and 22 shows the respective full development (2035) and long range (2045) total daily traffic. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices (MUTCD). For the roads in the vicinity of the Pelican Lake Ranch, Filing 2 development, four hour and/or eight hour signal warrants are applicable. These warrants require much data and are applied when the traffic is actually on the area street system. It is acknowledged that peak hour signal warrants should not be applied, but since the peak hour forecasts are readily —"p I —DELICH Pelican Lake Ranch, Filing 2 TIS, November 2023 ASSOCIATES Page 12 SCALE: 1 "=5000' TRIP DISTRIBUTION Figure 6 -1f 11-DELICH s w rif in -ASSOCIATES Pelican Lake Ranch, Filling 2 TIS, November 2023 Page 13 0/0 196/226 0/1 m AS N -ace— AM/PM p C6 a) m N Cr co (13 \— 0/0 r r 49/43 71- N CO r O 112/123 CO 0/0 At) ['127/178 37/28 coo D 22/41 � 44/42 89/69 N- Co CO o3 co N- 00 O co L1/4 CO N LU WCR44 � 1 WCR38 1/1 � 97/87 3/0 or) LU 0 SHORT RANGE (2027) BACKGROUND PEAK HOUR TRAFFIC N LU 40 3/5 4/0 14/2 m CO L CO -t N CD CO CO r CO 26/30 32/29 21/19 m U) CO La 9/14 co35/42 32/32 N CM 00 r r N CO 0 r r CO h 2/3 -go0/0 9/4 Co c, o r Co Aft 00 CO CO N 29/13 40/21 Beebe Draw Farms Parkway 3/24 co48/40 1/1 Cr) LU N 0 Figure 7 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 14 WCR32 0/0 218/252 0/1 m AS N -ace— AM/PM p c6 a) m N Cr (13 \— 0/0 r r LC) C:) 54/48 O 125/137 0/0 da) ['142/198 41/31 coo D co OD OD CD LO O N- 24/46 49/47 98/77 (W0R321 7/12 114/101 10/2 m O L1/4 r -- CO co — 00 N WCR44 � 1 WCR38 1/1 ■ 108/97 4/0 NPNI MID RANGE (2032) BACKGROUND PEAK HOUR TRAFFIC ref r 4/0 42/23 —sow- 7/6 CO N- L41141/4 r -- CO CO 4/6 5/0 16/2 m O O LID N — — ti st CO r O) -c:75 Asj 29/34 36/32 23/22 m CO co 10/16 38/47 36/36 N CO r r o C r N N N 00 Aft CO co N 32/14 44/23 Beebe Draw Farms Parkway 4/26 me53/44 1/1 a) r CN CO CO CO Figure 8 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 15 N AS -ace— AM/PM LU N -did- 1336/998 1 50/210 43/33 57/51 cc L'1/44, co co WCR44 WCR38 coo D 25/48 Ns52/50 104/81 CO CO N CD CO 0 WCR32 8/13 121/107 9/2 —\ 0 lf? L1/4 a FULL DEVELOPMENT (2035) BACKGROUND PEAK HOUR TRAFFIC 4/0 44/24 —pm- 8/6 M 00 CO O 4/6 5/0 17/3 m CO N N L41/4%. 0 CN CO is) co co 30/36 38/34 24/23 m CD CO La 10/17 41/50 38/38 71 - LC) co 7r M CO LU CO CO CO Aft 0 0 CO M 34/15 47/24 Beebe Draw Farms Parkway 4/28 co56/47 1/1 O N CN N- CO 0 Figure 9 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 16 N AS AM/PM Rounded to Nearest 5 Vehicles LU r LO 17 180/255 55/45 70/60 L'1/44, coo D 35/65 Ns70/65 135/110 LC) LC) LC) LU r CO D CO LU a) O WCR44 WCR38 5/5 ow165/145 5/5 L1/4 WCR32 10/15 155/155 10/5 -\ LONG RANGE (2045) BACKGROUND PEAK HOUR TRAFFIC riff LO LO 00 1! 5/5 55/30 —pm- 15/15 LO LU LO L 0 N r SAj 5/10 5/5 20/5 m O LO Lighta co LU CON - a Cr) LO ti 0 45/70 50/45 30/30 m 15/20 50/60 45/45 'itr1 LOLO LC) uD o N r � LO N CO 5/5 -so5/5 15/5 140/185 851125 —moo— 0) LU 80/35 105/55 Beebe Draw Farms Parkway 5/35 me70/60 5/5 LO N O CO O O co L) Figure 10 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 17 C LO CO CO CO Co D Daily 1 O O U) CO 3675 2275 N- CO FULL DEVELOPMENT (2035) BACKGROUND DAILY TRAFFIC O LO WCR44 1225 WCR38 375 2150 O O CO N LU N CO N 0 C CD N O) M O C 0 CD N 2250 625 1175 Beebe Draw Farms Parkway 1300 Figure 11 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 18 cn U) a) U U a) WC R32 C C N Co D Daily 1 0 LU 0 4550 2800 C LU LONG RANGE (2045) BACKGROUND DAILY TRAFFIC 0 0 N WCR44 1500 WCR38 450 0 LU CO N C LU r 0 LU {N CO O) M O C LU N co 2800 750 1450 Beebe Draw Farms Parkway 1600 Figure 12 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 19 cn U) a) U U a) WC R32 ti r AS N -ace— AM/PM p c6 a) O N Cr co (13 -cm— 4/3 1/47 1/4 —an- coo D 2/1 go4/3 5/4 N- N 4/13 WCR44 WCR38 -cm— 11/8 SHORT RANGE (2027) SITE GENERATED PEAK HOUR TRAFFIC 1/2 CO 4/13 C) C) rn N N - r r r r N 7 N r N- r 17/12 20/14 rof Beebe Draw Farms Parkway Figure 13 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 20 WC R32 4/12 p c6 a) O N Cr tot N AS -ace— AM/PM 10/7 coo D LU 5/3 10/7 16/10 11/36 WCR44 WCR38 X31/20 WCR32 MID RANGE (2032) SITE GENERATED PEAK HOUR TRAFFIC 2/6 N- gcr CO CO M r 2/3 9/33 -ND- 30/21 4/3 N N- N O CO Beebe Draw Farms Parkway Figure 14 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 21 AS N -ace— AM/PM cc 5/17 D 8/4 Ns14/10 22/14 N CO 16/51 WCR44 WCR38 -cm— 44/28 WCR32 FULL DEVELOPMENT (2035) SITE GENERATED PEAK HOUR TRAFFIC 3/8 N- tD r N i i co N- st N � r 4/9 12/42 LCD CD LU f LU 42/30 x13/9 rie Beebe Draw r Farms Parkway N 22/15 me37/23 29/21 d - r - 0 r Figure 15 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 22 0 0/0 197/230 0/1 m AS N -ace— AM/PM p c6 a) O N Cr co (13 \\— 0/0 cO o 49/43 C0 116/126 CO 0/0 da) ['127/178 38/32 coo D N- CO 24/42 48/45 94/73 0O CD C\1 N- cc 0 LU OO 6/11 107/104 8/2 -\ O 0 r) L1/4 SHORT RANGE (2027) TOTAL PEAK HOUR TRAFFIC NPI N WCR44 � 1 WCR38 (\I Lc) 44°) 3/5 4/0 14/2 m LU L41/4. N 0 LU LU r CD 0) CO LU LU 30/43 32/29 21/19 m LU 9/14 co35/42 32/32 CO 0 0O CO N LO CO M CO 2/3 -go0/0 9/4 i Aft OO CO 46/25 60/35 LU 0) Beebe Draw Farms Parkway 3/24 co48/40 1/1 WC R32 `e750 Figure 16 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 23 0/0 222/264 0/1 m AS N -ace— AM/PM p c6 a) m N Cr (13 \— 0/0 O 135/144 010 L"142'198 45/43 - N r a CN -CB 54/48—\ coo D 29/49 go59/54 114/87 (W0R321 7/12 125/137 10/2 m O L1/4 MID RANGE (2032) TOTAL PEAK HOUR TRAFFIC Ntl - a WCR44 WCR38 ref r CO N 4/0 42/23 —sow— 9/12 CO r L, N CO CO 4/6 5/0 16/2 m N LU CO CO LO f` N r Y 31/37 45/65 23/22 m CN N 10/16 38/47 36/36 'itr1 N` O r tU CO - r - r O CO N 128/163 r CN 62/35 48/26 Beebe Draw Farms Parkway 20/37 82/62 24/18 CO CO CO CO N CO Figure 17 -,49-DELICH Ii rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 24 N AS -ace— AM/PM LU N -e- 1336/998 150/210 48/50 57/51 0000 D 33/52 Ns66/60 126/95 co r co - O) 0O co co co r to C5) N- WCR32 8/13 137/158 9/2 —\ O lf) L1/4 FULL DEVELOPMENT (2035) TOTAL PEAK HOUR TRAFFIC NPNI to M a co co WCR44 M 0O WCR38 co N Co 4/6 5/0 17/3 m L, CO N N M LU a co CO r -- CO r r` M LU N 34/45 50/76 24/23 m 10/17 41/50 38/38 a O CO r CO CO N r M 150/183 91/115 cc 76/45 60/33 Beebe Draw Farms Parkway 26/43 me93/70 30/22 ON-LU N N- M Cr) rn o N N Figure 18 ii-DELICH ASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 25 N AS AM/PM Rounded to Nearest 5 Vehicles co O LU N r N CO 17 in 180/255 —/ 60/60 70/60 coo D 45/70 Ns85/75 155/125 LU LUCO LU r r LO CO CO Cr) LU L1/4 WCR32 10/15 170/205 10/5 —\ LONG RANGE (2045) TOTAL PEAK HOUR TRAFFIC O Er.) WCR44 T 105/180 5/5 55/30 -ill-- 20/25 LU LU WCR38 M U 5/5 ow210/175 5/5 riff Lf5 —co— 125/210 5/10 5/5 20/5 m O Lighta LO Cr) N r o 7 O O r Lf? CO O Asj 50/80 65/85 30130 —\ 15/20 50/60 45/45 'itr1 O LO o CO I -O 7r 5/5 -so5/5 15/5 205/230 110/140 —rne•— 0 120/65 120/65 Beebe Draw Farms Parkway 30/50 -no110/85 35/25 LC) O O N r 't CD rLO tY) Lf) r CO Figure 19 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 26 LO C WCR44 Daily rpm - FULL DEVELOPMENT (2035) SITE GENERATED DAILY TRAFFIC Beebe Draw Farms Parkway C CD Figure 20 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 27 WCR32 N- 0) CO Co D Daily rpm- 1 O O O) CO 4475 3075 FULL DEVELOPMENT (2035) TOTAL DAILY TRAFFIC LU co O LO WCR44 1350 WCR38 375 2940 O LO CO M 0 0 LU CO LU N- {N CO O) M O LU ti N CO 2250 rpm - 625 2200 Beebe Draw Farms Parkway 2925 Figure 21 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 28 cn U) a) U a) WC R32 0, Co D Daily 1 0 5350 LONG RANGE (2045) TOTAL DAILY TRAFFIC 3600 C 0 0 (N WCR44 1650 WCR38 450 2450 0 0 a� M 0 0 C CO O) M O 0 C CO 2800 750 2450 Beebe Draw Farms Parkway 3200 Figure 22 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 29 cn U) a) U U a) WC R32 available in a traffic impact study, it is reasonable to use them to get an idea whether other signal warrants may be met. If peak hour signal warrants will not be met at a given intersection, it is reasonable to conclude that it is not likely that other signal warrants would be met. If peak hour signal warrants are met, it merely indicates that further evaluation should occur in the future as the development occurs. However, a judgment can be made that some intersections will likely meet other signal warrants. The US85/WCR32-Vasquez intersection is signalized. Using the long range (2045) total peak hour traffic (Figure 19), the peak hour signal warrant minor street lower threshold volume will not be met at the WCR32/WCR35, WCR39/Beebe Draw Farms, WCR39/WCR38, and WCR32/Site Access intersections. Using the long range (2045) total peak hour traffic (Figure 19), the peak hour signal warrant will not be met at the WCR39/WCR32 and WCR39/WCR44 intersections. Peak hour signal warrant analysis are provided in Appendix C. Geometry Figures 23, 24, 25, and 26 shows a schematic of the respective short range (2027), mid range (2032), full development (2035), and long range (2045) intersection geometry. Auxiliary acceleration and deceleration lanes are useful in maintaining the safety, traffic flow, and operation of a roadway or access. Auxiliary lane criteria should be used at signalized and two-way stop sign controlled intersection to maintain the safety and flow of traffic. Auxiliary lanes at stopped legs should be determined based on the level of service. Therefore, the auxiliary lane criteria is determined for the free flowing approaches. For the stopped leg of an intersection, additional (auxiliary) lanes are not required unless unacceptable level of service presents the need for auxiliary lanes to improve the level of service. The following applies to Figure 23. Based on the short range (2027) total traffic volumes, an eastbound left -turn lane is required at the WCR32/WCR35 intersection. The Pelican Lake Ranch, Filing 2 adds no traffic to the eastbound left -turn volume. At the WCR39/WCR38 intersection, a southbound left -turn is required. The Pelican Lake Ranch, Filing 2 adds no traffic to the southbound left -turn lane. The existing geometry was used in the level of service analysis, since the Pelican Lake Ranch, Filing 2 adds no traffic to the required lanes. The following applies to Figure 24. Based on the mid range (2032) total traffic volumes, an eastbound left -turn lane and a westbound right -turn acceleration lane is required at the WCR32/Site Access intersection, and a northbound right -turn acceleration lane is required at the WCR39/Beebe Draw Farms Parkway intersection. These auxiliary lanes were used in the mid range (2032), full development (2035), and long range (2045) futures level of service analysis, since the Pelican Lake Ranch, Filing 2 adds traffic to these movements. The following applies to Figure 25. Based on the full development (2035) total traffic volumes, no additional auxiliary lanes are required. Vasquez Boulevard was closed at WCR32 and eastbound and westbound left -turn lanes were assumed as recommended in the US85 Planning and Environmental Linkage Study. �-` L-DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 30 N AS - Denotes Lane - Required Lane 650 feet, inc. BT 18.5:1 SHORT RANGE (2027) INTERSECTION GEOMETRY WCR44 Beebe Draw Farms Parkway Figure 23 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 31 WC R32 960 feet, inc. BT 18.5:1 AS N - Denotes Lane - Required Lane 650 feet, inc. BT 18.5:1 650 feet, inc. BT 18.5:1 MID RANGE (2032) INTERSECTION GEOMETRY WCR44 960 feet, inc. BT 18.5:1 N Beebe Draw Farms Parkway Figure 24 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 32 250 feet, inc. BT 8:1 pi Th-s" AS N - Denotes Lane - Required Lane coo D 250 feet, inc. BT 8:1 650 feet, inc. BT 18.5:1 FULL DEVELOPMENT (2035) INTERSECTION GEOMETRY WCR44 960 feet, inc. BT 18.5:1 N Beebe Draw Farms Parkway Figure 25 -,49-DELICH vrif rASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 33 ,JUL, 250 feet, inc. BT 8:1 Th-DDE- N - Denotes Lane - Required Lane Ic C co D 7 7 ilfrc-0 feet, inc. BT 8:1 650 feet, inc. BT 18.5:1 LONG RANGE (2045) INTERSECTION GEOMETRY WCR44 WCR38 WCR32 N r m 06 m cu •S (1. ad) 960 feet, inc. BT 18.5:1 Beebe Draw l#Farms Parkway Figure 26 -"At 1-DELICH CASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 34 The following applies to Figure 26. Based on the long range (2045) total traffic volumes, a northbound and a southbound right -turn lane are required at the WCR39/ WCR38 intersection. The Pelican Lake Ranch, Filing 2 adds no traffic to the northbound and southbound right -turn volumes. The existing geometry was used in the level of service analysis, since the Pelican Lake Ranch, Filing 2 adds no traffic to the required lanes. Operation Analysis Operation analyses were performed at the US85/WCR32-Vasquez, WCR32/ WC R35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, WCR39/ WCR44, and WCR32/Site Access intersections. The operation analyses were conducted for the short range future, reflecting a year 2027 condition; mid range future, reflecting a year 2032 condition; full development future, reflecting a year 2035 condition, and long range future, reflecting a year 2045 condition. Using the short range (2027) background traffic volumes shown in Figure 7, the US85/WCR32-Vasquez, WC R32/WC R35, WCR39/WC R32, WC R39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections operate as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The key intersections meet the criteria with regard to operation using the existing control and geometry. Using the mid range (2032) background traffic volumes shown in Figure 8, the US85/WCR32-Vasquez, WC R32/WC R35, WCR39/WC R32, WC R39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections operate as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. The key intersections meet the criteria with regard to operation using the existing control and geometry, except the US85/WCR32-Vasquez intersection in the afternoon peak hour. At the US85/WCR32-Vasquez intersection, the calculated delay for the afternoon eastbound and northbound approaches, northbound through lanes, and northbound and southbound frontage road approaches will be commensurate with level of service E and overall level of service D. Using the full development (2035) background traffic volumes shown in Figure 9, the US85/WCR32, WCR32/WC R35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections operate as indicated in Table 5. Calculation forms for these analyses are provided in Appendix F. The key intersections meet the criteria with regard to operation using the improvements to the US85/WCR32 intersection and existing control and geometry at other key intersections. Using the long range (2045) background traffic volumes shown in Figure 10, the US85/WCR32, WCR32/WC R35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections operate as indicated in Table 6. Calculation forms for these analyses are provided in Appendix G. The key intersections meet the criteria with regard to operation using the improvements to the US85/WCR32 intersections and existing control and geometry at other key intersections. L—DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 35 Short Range (2027) Background TABLE 3 Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR32-Vasquez (signal) (FR) EB LT/T/RT C D WB LT/T/RT C D NB LT B B NB T C D NB RT B B C D NB APPROACH SB LT B C SB T D C SB RT B B D C SB APPROACH NB LT/T/RT (FR) C D SB LT/T/RT (FR) C D OVERALL C C WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A B SB LT/T/RT A A OVERALL A A WCR39/WCR32 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/Beebe (stop sign) Draw Farms WB LT A A WB RT A A WB APPROACH A A SB LT A A OVERALL A A WCR39/WCR38 (stop sign) EB LT/T/RT A A WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A I-DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 36 Mid Range (2032) Background TABLE 4 Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR32-Vasquez (signal) (FR) EB LT/T/RT C E (56.2 secs) WB LT/T/RT D D NB LT C C NB T C D NB RT B C C D NB APPROACH SB LT B C SB T D D SB RT B C D C SB APPROACH NB LT/T/RT (FR) D E (58.0 secs) SB LT/T/RT (FR) D E (57.6 secs) OVERALL C D WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT B B SB LT/T/RT A A OVERALL A A WCR39/WCR32 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/Beebe (stop sign) Draw Farms WB LT A B WB RT A A WB APPROACH A A SB LT A A OVERALL A A WCR39/WCR38 (stop sign) EB LT/T/RT A B WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A I-DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 37 Full Development (2035) TABLE Background 5 Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR32 (signal) EB LT C D EB T/RT C D C D EB APPROACH WB LT C D WB T/RT D D C D WB APPROACH NB LT B A NB T B B NB RT A A B B NB APPROACH SB LT A B SB T B B SB RT A A B B SB APPROACH OVERALL B C WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT B B SB LT/T/RT A A OVERALL A A WCR39/WCR32 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/Beebe (stop sign) Draw Farms WB LT B B WB RT A A WB APPROACH A A SB LT A A OVERALL A A WCR39/WCR38 (stop sign) EB LT/T/RT A B WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A L-DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 38 Long Range (2045) Background TABLE 6 Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR32 (signal) EB LT C D EB T/RT C D C D EB APPROACH WB LT C D WB T/RT D D WB APPROACH C D NB LT B B NB T B D NB RT A A B D NB APPROACH SB LT A C SB T C B SB RT A A C B SB APPROACH OVERALL C C WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT B B SB LT/T/RT B B OVERALL A A WCR39/WCR32 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/Beebe (stop sign) Draw Farms WB LT B B WB RT A A WB APPROACH B B SB LT A A OVERALL A A WCR39/WCR38 (stop sign) EB LT/T/RT B B WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A L-DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 39 Using the short range (2027) total traffic volumes shown in Figure 16, the US85/ WCR32-Vasquez, WCR32/WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections operate as indicated in Table 7. Calculation forms for these analyses are provided in Appendix H. The key intersections meet the criteria with regard to operation using the existing control and geometry. Using the mid range (2032) total traffic volumes shown in Figure 17, the US85/ WCR32-Vasquez, WCR32/WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, WCR39/WCR44, and WCR32/Site Access intersections operate as indicated in Table 8. Calculation forms for these analyses are provided in Appendix I. The key intersections meet the criteria with regard to operation using the existing control and auxiliary lanes that are required at the WCR39/Beebe Draw Farms and WCR32/Site Access intersections, except the US85/WCR32-Vasquez intersection in the afternoon peak hour. At the US85/WCR32-Vasquez intersection, the calculated delay for the afternoon eastbound and northbound approaches, northbound through lanes, and northbound and southbound frontage road (Vasquez Boulevard) approaches will be commensurate with level of service E and overall level of service D. Using the full development (2035) total traffic volumes shown in Figure 18, the U S85/WC R32, WC R32/WC R35, WC R39/WC R32, WC R39/Beebe Draw Farms, WCR39/WCR38, WCR39/WCR44, and WCR32/Site Access intersections operate as indicated in Table 9. Calculation forms for these analyses are provided in Appendix J. The key intersections meet the criteria with regard to operation using the existing control, auxiliary lanes that are required at the WCR39/Beebe Draw Farms and WCR32/Site Access intersections, and improvements to the US85/WCR32 intersection. Using the long range (2045) total traffic volumes shown in Figure 18, the US85/WCR32, WCR32/WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, WCR39/WCR44, and WCR32/Site Access intersections operate as indicated in Table 10. Calculation forms for these analyses are provided in Appendix K. The key intersections meet the criteria with regard to operation using the existing control, auxiliary lanes that are required at the WCR39/Beebe Draw Farms and WCR32/Site Access intersections, and improvements to the US85/WCR32 intersection. Daily Volumes Based on the recent daily traffic (Figure 4), the east leg of the WCR39/WC38 intersection meets the paving threshold based on 400 vph. Based on the long range (2045) total daily traffic (Figure 22), the west leg of the WCR39/WCR38 intersection and the north leg of the WCR32/WCR35 intersection meets the paving threshold. The Pelican Lake Ranch, Filing 2 adds no traffic to these legs and should not contribute to paving. �-' I—DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 40 Short Range (2027) TABLE Total 7 Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR32-Vasquez (signal) (FR) EB LT/T/RT C D WB LT/T/RT D D NB LT B B NB T C D NB RT B B C D NB APPROACH SB LT B C SB T D C SB RT B B D C SB APPROACH NB LT/T/RT (FR) C D SB LT/T/RT (FR) C D OVERALL C C WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT B B SB LT/T/RT A A OVERALL A A WCR39/WCR32 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/Beebe (stop sign) Draw Farms WB LT B B WB RT A A WB APPROACH A A SB LT A A OVERALL A A WCR39/WCR38 (stop sign) EB LT/T/RT A B WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A I-DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 41 Mid Range TABLE (2032) Total 8 Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR32-Vasquez (signal) (FR) EB LT/T/RT D E (59.3 secs) WB LT/T/RT D D NB LT C C NB T C E (62.6 secs) NB RT B C C E (59.6 secs) NB APPROACH SB LT B D SB T D D SB RT B C D D SB APPROACH NB LT/T/RT (FR) D E (58.4 secs) SB LT/T/RT (FR) D E (58.0 secs) OVERALL C D WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT B B SB LT/T/RT B A OVERALL A A WCR39/WCR32 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/Beebe (stop sign) Draw Farms WB LT B B WB RT A A WB APPROACH A B SB LT A A OVERALL A A WCR39/WCR38 (stop sign) EB LT/T/RT B B WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR32/Site (stop sign) Access EB LT A A SB LT/RT A A OVERALL A A �-` I-DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 42 TABLE 9 Full Development (2035) Total Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR32-Vasquez (signal) EB LT C D EB T/RT C D C D EB APPROACH WB LT C D WB T/RT D D C D WB APPROACH NB LT B B NB T B C NB RT A A B C NB APPROACH SB LT A B SB T B B SB RT A A B B SB APPROACH OVERALL B C WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT B B SB LT/T/RT B A OVERALL A A WCR39/WCR32 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/Beebe (stop sign) Draw Farms WB LT B B WB RT A A WB APPROACH A B SB LT A A OVERALL A A WCR39/WCR38 (stop sign) EB LT/T/RT B B WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR32/Site (stop sign) Access EB LT A A SB LT/RT A A OVERALL A A 4-04 ` �-DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 43 TABLE 10 Long Range (2045) Total Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR32-Vasquez (signal) EB LT C D EB T/RT C D C D EB APPROACH WB LT C D WB T/RT D D C D WB APPROACH NB LT B B NB T B D NB RT A B B D NB APPROACH SB LT A C SB T C B SB RT A B C B SB APPROACH OVERALL C C WCR32/WCR35 (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT B B SB LT/T/RT B B OVERALL A A WCR39/WCR32 (all -way stop) EB LT/T/RT A B WB LT/T/RT B B NB LT/T/RT A B SB LT/T/RT B B OVERALL A B WCR39/Beebe (stop sign) Draw Farms WB LT B B WB RT A A WB APPROACH B B SB LT A A OVERALL A A WCR39/WCR38 (stop sign) EB LT/T/RT B B WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR39/WCR44 (all -way stop) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT B A SB LT/T/RT A A OVERALL A A WCR32/Site (stop sign) Access EB LT A A SB LT/RT A A OVERALL A A 4-04 ` �-DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 44 IV. CONCLUSIONS/RECOMMENDATIONS This transportation impact study assessed the impacts of Pelican Lake Ranch, Filing 2 development on the road system in the vicinity of the proposed development in the short range (2027), mid range (2032), full development (2035), and long range (2045) futures. As a result of this analysis, the following is concluded: • The development of Pelican Lake Ranch, Filing 2 site is feasible from a traffic engineering standpoint. At full development, Pelican Lake Ranch, Filing 2 will generate the following traffic: 2,636 daily trip ends, 193 morning peak hour trip ends, and 265 afternoon peak hour trip ends. • Currently, the U S85/WC R32 -Vasquez, WCR32/WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, and WCR39/WCR44 intersections meet the operational criteria with existing control and geometry in the morning and afternoon peak hours. • The US85/WCR32-Vasquez intersection is signalized. The WCR32/WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, WCR39/ WCR44, and WCR32/Site Access intersections will not warrant signals in the future. • In the short range (2027) future, given development of Pelican Lake Ranch, Filing 2 and an increase in background traffic, the US85/WCR32-Vasquez, WC R32/WC R35, WC R39/WC R32, WC R39/Beebe Draw Farms, WC R39/ WCR38, and WCR39/WCR44 intersections meet the operational criteria with the existing control and geometry. • In the mid range (2032) future, given development of Pelican Lake Ranch, Filing 2 and an increase in background traffic, the WCR32/WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, WCR39/WCR44, and WCR32/ Site Access intersections meet the operational criteria with the existing control and auxiliary lanes that are required at the WCR39/Beebe Draw Farms and WCR32/Site Access intersections. The US85/WCR32-Vasquez intersection, does not meet the operational criteria in the afternoon peak hour. At the US85/WCR32-Vasquez intersection, the calculated delay for the afternoon eastbound and northbound approaches, northbound through lanes, and northbound and southbound frontage road (Vasquez Boulevard) approaches will be commensurate with level of service E and overall level of service D. • In the full development (2035) future, given development of Pelican Lake Ranch, Filing 2 and an increase in background traffic, the US85/WCR32, WCR32/ WC R35, WC R39/WC R32, WC R39/Beebe Draw Farms, WCR39/WC R38, WCR39/WCR44, and WCR32/Site Access intersections meet the operational criteria with the existing control, auxiliary lanes that are required at the WCR39/Beebe Draw Farms intersections, and improvements to the US85/ WCR32 intersection. L'--DELICH Pelican Lake Ranch, Filing 2 TIS, November 2023 ASSOCIATES Page 45 • In the long range (2045) future, given development of Pelican Lake Ranch, Filing 2 and an increase in background traffic, the US85/WCR32, WCR32/WCR35, WCR39/WCR32, WCR39/Beebe Draw Farms, WCR39/WCR38, WCR39/ WCR44, and WCR32/Site Access intersections meet the operational criteria with the existing control, auxiliary lanes that are required at the WCR39/Beebe Draw Farms and WCR32/Site Access intersections, and improvements to the US85/WCR32 intersection. • The short range (2027) geometry is shown in Figure 23. Based on the short range (2027) total traffic volumes, an eastbound left -turn lane is required at the WCR32/WCR35 intersection. The Pelican Lake Ranch, Filing 2 adds no traffic to the eastbound left -turn volume. At the WCR39/WCR38 intersection, a southbound left -turn is required. The Pelican Lake Ranch, Filing 2 adds no traffic to the southbound left -turn lane. The existing geometry was used in the level of service analysis, since the Pelican Lake Ranch, Filing 2 adds no traffic to the required lanes. • The mid range (2032) geometry is shown in Figure 24. Based on the mid range (2032) total traffic volumes, an eastbound left -turn lane and a westbound right -turn acceleration lane is required at the WCR32/Site Access intersection, and a northbound right -turn acceleration lane is required at the WCR39/Beebe Draw Farms Parkway intersection. These auxiliary lanes were used in the mid range (2032), full development (2035), and long range (2045) futures level of service analysis, since the Pelican Lake Ranch, Filing 2 adds traffic to these movements. • The full development (2035) geometry is shown in Figure 25. Based on the full development (2035) total traffic volumes, no additional auxiliary lanes are required. Vasquez Boulevard was closed at WCR32 and eastbound and westbound left -turn lanes were assumed as recommended in the US85 Planning and Environmental Linkage Study. • The long range (2045) geometry is shown in Figure 26. Based on the long range (2045) total traffic volumes, a northbound and a southbound right -turn lane are required at the WCR39/ WCR38 intersection. The Pelican Lake Ranch, Filing 2 adds no traffic to the northbound and southbound right -turn volumes. The existing geometry was used in the level of service analysis, since the Pelican Lake Ranch, Filing 2 adds no traffic to the required lanes. • At full development (2035), the Pelican Lake Ranch, Filing 2 adds approximately two percent to the traffic at the US85/WCR32 intersection. —04 I-DELICH cASSOCIATES Pelican Lake Ranch, Filing 2 TIS, November 2023 Page 46 APPENDIX A W GO W =-�, O OW ("a co z Qz LU U J N f` D N to CO 0 a -J O J Co asi co co 0 C) 0 I z 0 0 W -J w U- cn S S J co) ma N U) W N O 'O N O CU CU C13 0 0 WCR32/Frontage Road .. O •1r V C) i A? C) a C 4s u) W II %%••• C4194'.'',' °, •••••_ .,q�1 0 i .. .per+ /D - �' ;• eii s 0 I— < ,rte t' Total east/west �" irs r d' 00 N r Westbound: WCR32 . 73:.:::::.,:.;-, 1 S "`w .-. .,,,...,....:a...„..„ ,5,555. 0 `�. e a .. . m.. 4:1- r.... c0 0..... .� \-Y• a.... .vv.v *....° ce O O O O O O O O co 1 _ L1 J co .„ , , , J O O O O O h. O O O Eastbound: WCR32 rC ::04* ^t-- } I. O ... O O O 00000 .. O 00040 ha. . O . ;; 50000 n3 4-I 0 I-• N.^ �° ...—..e. L{. 0 0 0 0 0 0 0 0 co O -JOOOOOOOO N ti ti 1` d' re) d' 4- O cri 1-- r 4 a South bound: Frontage j•-°�• 0 t'-' .r°, 0 r 0 O 0 ''"' 1- r - °-.. (X O O O O O O O O cn 0 0 0 0 0 0 0 0 J O O O O O r- r- r- CU ea �-. ` ", - '- CO .. .° , ..r .°0 •°.0e e°. "Sig: } r + , C J d '6 I-• r- r c Omo L LL ce CO O N d - r r d a 0O 4- co 0 0 Co 0 0 0 0 0 J O O O O O O O s.. O r- C E H V> a ', a! W O 0 1` 'n O M 1` to 'd' 1` O 0 c0 'n O r c0 in 'd' c0 r 1` r c0 to c; co co 0 r LC) to co 0 r „ O iiii O N r' O . :C a 0 :::r: 00:o:° 0. ..: __ IN- CO co 0 r N 0 •: 0 °'` O 11.0 to 0 r 0 14,40 -° co in *: :::0:: i`- %o r. N O •iii 0 0 c0 I LL' _ 0 R •s. ��.y . /may•iii CI r _: poo aX: . ° .e en 1•-• O N O N d' r r CM r r r r r 0°000 °o %0 0. li. y o . 0,}V.0." ° .�. /fir C�1 �i••r 'C'- it-- O O O O O O O O d , d' N co O O O O O O O O 0000 °:°:°,°o , ::.. 5 5 5 5 ....: ::: a.... a �... °:S. a :'}O ::, 0000.',`. off::tnb U:t,Io ..y 0 4 :°T}:°a o:)o: o ° . =_°`` ° . .°....: r. ...,. .. °:S. }:'}:: o - 5 5 5 5 . •r: �.... c ° o %% ye.. .:N.:.:ewee:e ..:v.`00 I.1 0 0 0 0 0 0 0 r— N in CO in co O r O O O O O O O O LO Co) d' co, If) CO d' d' °00° °. e no 0 •.' a• . 0 °• °• e °. , Q e r •: O gaga- r• rc O O O O O r— r— 0 r- O O O O O 0 0 r— O O O O O O O O . .'e . o .°%....e.°: o °.�o° ee° p 0 %;.;•:•"..7157,.:•:•:-,°'' ..... : °a°a'••.°)..0e bv.'�0. 0:•:.:•:•:•31°.•:e.•:•:•: .':... a of :0 .'!%... oo 55 5 0 nn'::: '•"°:°:•041,10•X,..,...',W... °.T .° po'. ".:::::::::,::::::°: 0e 0� . `,, ... 1 000 0 S • ` ' „` II -C) N Cr) Lf) d' d- Cr) r r 0 0 0 0 0 0 0 — O O O O O O r- r- 0 O `d' O O co, d' LO `t �f O 0 Lc,— O O M 1d•) to "Cr r r O d' ego` O :CriO C OCD co CoO 0 iir' :s' .00 nee. °7■IZ: • .. °i•'• .•:•e o. ....'..o.... co O a- FlP091�� 0'100%0•%0 •0 •:•:•:.:•:- ie. °° .`. 5055°. 1 co O a N it - Co O r O .0. ,7 °° ::-:-:.:•:0: O :44.:'. a Le) N N o la 0 :tie," 550•% 0 ca ••••••••••. a Co) N CO M O .000'5 I a :°:°:1,0.:, - :.c O .. ... to N 0 0 O I 0 LL _ 2 CO CO 0 a W O J Co N a) Co 0 waj 0 0 I z 0 W -J r w U- cn S S J L to 0 N N O N C) US85/WCR32 .. O V a) i a e:a laN.P'.a'aaacella„VaVala .0.0:,.°.---.:00.0.0.0,.. ,ems-°�°l`-°��,°_:= • e. • • ,, •�es. .- • ed ��.�.��w ':411.: .1•ti°a '^�°'°'° it a °- Total east/west CO CO IS)0 1` CO r%.I` L[) CO Ln 00 I` r Cr) r Westbound: WCR32 .:t .. .,e e P _ ° :, -_ x •• ' .'e." O° ca - c‘.1M 'icy) O I— Ce OO Cr) N C9 CO c O) CI) , Lf ) , d OO , , J CC) N LC) OO N CO Cr') CO Cr) N— r r r r r Eastbound: WC R32 ::%•?°:°.°:°:•'ca••• .�ti°o -mum e _ — - ® .'I', _• :�•••••••••••• °%%%%%4"....%%%. _ :m• - :s•:: •._•• — men — . - — = ":':':•:':' °a:0 cow.. — . 'e° o :° en.ta: .moCe • Te •: p,o i0 —°• O N N Li) O C) O r r r r r r r r Cr) O CO I— O CO O 01/4-- J CO O C) IN-- N LC) d- CO N Cr) N CC) O N N-- r gtnosjgpou le;ol 00 O Le) M N e CO t.O M O 00 M CO d' M r Lii `d' r 'Cr Re— O M South bound: US85 : :C r "o° .� t' , d° co ...: mot s a .a ' . .,.-it—# ct co CO CO IN-- I— I.- c) N if -)W N (N E CV co ON co N r J Cb CO C C O d' O r O:::::::::::--:::::::::::!1::::::::::":::::::::::: /O• V / : •4 :E _. •�•O°. :t..,.,._G_ • - ..... =••• :i _ :. .................. o :ate: o_ o`•' :�?r°-° °:! _C 0.0_ •- - :°;-": !':: o, Ia_ n',, :..4.°: ao u:•O ua$O:. :fir_% w� H .. '� . °o'h'o •; _.....i..::::... •C, C - ce CC) O Lf ) L C) O r r O to W O CO CV Cr) OC J CO CO CC) CC) O Liz O r r V) CD c 'rzn H CU O O 1` O O M 1` O 'd° I` O O 00 O O M O to 'd° 00 r 1` r 00 CO itkiiii: o o Pk ti o d' co) co) d° e, co o r' :oggiopi Co, CD 4::, co a ti c=; r O O IN- O ‘- a) 0 ° :°.' `°. : :t °°r °)„, COo •o `Jew, Doc atm— co O as N CO N N ti O o O at— .t- ,gam tea` O O °r. co o r 0 ti a°."0°. -.- ::kb i7cr N- : 2c co O v< O O M o 0o I O R. LL' _ :°o d:•:• O N- N N. r CO r OO 1` CO O CO O t A . "°;S-. :•):.: o°° 5:•:•:•:•11:•:•:-° 4;:.: :tit OW ?fin 0:4 . co Lid On co co co 'Cr d— N CO O N d- CO O N O CO ▪ '▪ °'° • • oe° •°� • �°y °yy.y,,:N�°°oyy °°° o J°° : • o: ▪ .'.▪ °.°° ::;o %:o °:S: :'▪ �:° r CO O r N LO CC) r r r r N Lf) r co in co a) co N O d- O) CO CO N I` LO CO CO d' d t d- CO 00 1` d' 1` LC) Cr)M Lid w• LC) O O CO O O ti LC) LC) d' Lt) Lt) it) Ln d' :0 a :::0::::::: :° o. ate... ▪ '▪ 1▪ '▪ S: • °:,,... iv... o::°D:o O r O O O CO in co r r r r r r d d in co r-- d' co I� 00 c0 C) 0) I— co Lo r r r r r r r LO co I— N N d- O CO °° a' :•):o : ° *44g:' CO d- d' CO N d- r CC) r r r r r r NA- (No_ N(O N r O r CC) N O CO CO r r r r O O O O O O O to o r M O r en d° O O Cr; O tie •1 o N ti co) 00 o °a ti d' :::•::::::::::.:::::6 ... Vic': °..:.� O O 1 O co p r M N 'e o tiiiiiii:tiiw° ..... :, °: a to o :° I ti to O Li, a, o r N O d' co I IN - coo o O }°` fl.t. :40 :N .....0...... a°a.,, °<.•. 6— Co 00 o O to O N o p r :° .,�p :;` CO CO o CO O _: *+::. :50.10070' ..t :4:010 i C') o o O I O LL _ CO to CO 0 -J a W O J Co N Coa) N- 0 0_ I z 0 0 w -J `w U- cn S S J cu 0 WCR32/WCR35 .. O C 4s C II .. .'%. . 1. —e �'� 0°• �. o — : .•.ti':.:.e -/ ,° ° . al �e�'—�tI .:•:-:-7-- ....v. O Total east/west 00 c'7 M le LC) LC) 1` LO 1` M M LC) N O M d' Westbound: WCR32 °: �.0:...°:.°....^.° .........._.......y.-...... Ct O O O O O O O r- CO N CO G) (N 0) CO (N r- r r J O O O r— r✓ r— r— r✓ Eastbound: WCR32 ti.,. a%* i:° •'•L"� .::.. ° O _ .—• .°Jo^ ° ... \ is c° c N a .. [ a°N • . 0 .ells - a c[. v ca _. v e[ �.. N_,....:........v. _ i m ... Oei.it 4....... .. c c c r D: O O In O O O r— r— N CO N N N CO N r r J O O ('M CO O O O r— CO ''Zr N M N CU O O- r r r 1 --_ i 0 C Southbound: WCR35 ;o;, O O co, O N O '6 1- 'Ct- {y CO cn 0 0 0 0 0 0 0 0 J o O N 0 0 0 r- r- Northbound: WCR35 A MR RI O! O O O O O O r- r- co 0 0 0 0 0 0 0 r- J Co o o o r✓ r- r✓ r- V> Cc ' a) H a) O o 1` O O v.) 1` In me 1` O o co O O M 00 to 'd' co r 1` r co W y�� V a) N O O O N o N. O 0 ...:44",v;°:, N O O t`°[ ..4!0, •; ic..: O co O ti 0 - O :` o :. t'9t^< O O M CO o r ti d' 0 M :0W°°C M O :: as ; acc 00 - re) co M O ...mu.. o :esesev• .�fi3:: CS 2. ;f.0=C iii la C r CO— LL' ILO 0_ :�'.. x ...� �: : ):" �'�°:000000: Jrf7 07 c. ' '.X.:":": ,� r' CO LC) CO Co) O d' 00 Cr) 1. M LO N N N d' 'T' . • . _ ;,,., y, °$:°30:° A . e.� e 0 0 0 0 0 0 0 r- CO Cr) N N CO d- co r (N r- (N r r- r r O O O O O O O r- °°°° • :7,. 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Co CD CO 0 0 icr CO Cs) N 0 0 CO N N 0 66 N C� r C 0 0 N- N LC) 0 0 r CD N 0 r 113 CO 0 r 00000 O C0 O CO r I� r 0 r O CO 0 C'C) 000(0 r O r o c0000 O CID OC0 66 R 0 r a o coo CL CL Q 0- 40 co 0) co 0_ Traffic Data Services Q r r c Uco o_S Cn C) co C co O H CI) co z E Cn k 71- CO N O N - N N r c0 N (Y7 r L{) CO CD M co r r 0O 7t r 71-C'oCOisrCY)NN- CN- f`CDCO)rNO f�CO r r r r r r r r C7rNOrCOU0 CD •-- CO CO CD d - r ti Co CO N- CO N- (O Lt) CO 0O LAD (N CO 7- 7 - Cc) CO O CO LO Lf7 cfl r Lf) LO CO CO r r r 7 N CO G) f- CO In LID LU I.f) I!) 0O 0O Cr) f-ONCS7rsct Q LO r r r r 20000Oc0000c2cccoo000OO0 O O O O O O o 0 0 0 0 0_ O o® 0 0 0 0 0 0 0 r (N t LD CO f- 66 r r Cpl c Co'CO f- 00 0 0 r 2CCCCCCCCCrr2CCCCOCCCC r r N N 0 N r o N O O . r r co c o a) 0 0 O r 0000N - r d r O r 0 CO 0 C`7 o CO 0 0O C9 r 4 0 r o t o N- N- O r LC) r CO CO o o47I: 0O CD CD C 0 CD co LU AADT 2,042 41 Traffic Data Services Q co on N O c O O 43 U 0 LJ- CO CO - Q N m co z N I 4-6 O� w E Cn �- 0CZ) C0CZ) CvD tt NNO)I) O O O O o N 0) CO 0 r N COr0cLID 71-rr000 r r r r 00InCn COrN(NJ NCr) rC`70000 �r a-�yrrr 2 aooaoa00002000000000co 0 0 0 0 0 0 0 o a o o a® o a o a o 0 o O o 0 �Ncri (O r-6600 r reei4Lri(Or-ooa)or oaao(Di oCao0C®0000CCCCCCC r (o In CO Cn 71- 0 00000 o o r r r CDCf)CDr o r o N cto co o Cl_ CL Q 0- 42 (N a) 0) Co 0_ Traffic Data Services Q a) CO O) c— r)a) O c o • O 0 0 U CL'cz - C6 as N N N r r r) ai - -0 c U o_S a)}'O intoz Lo co O co O H m w co z ..._' a) co E Cn H 0 O O 2 Q O N r 0 O O 0 r O 0 O O 0 0 0 O O 0 O 0 O O 0 mei LO N CO 0 0 7r r r CO LC) CO r 0) 0 cO a CO r 0 A- 0 LS) M 0 N r in co 0 a r r LO N CO r N r CO N LC) r r r CD 0 r r N N r LO r 2 0_ O N r N 0 r C CD O r 0 r 03 N N C r CD r O N r r N Cl) C.0 CO lit r CD r f- CO 00000 0 0 0 0 0 N Cei Ln &Si C 0 0 0 0 CO r 0 0 r 0 r 0 66 O Co r N 0 a-; 0 O 0 O 0 O r 0 0 a 0 r r N - r) N Is-- C CD 0) Re In N- C r II - 0 in ÷' co c O 0 0_ O r O N O O Cr) ai Cci O r I I I I I I I I I I I I I I I I I I I I I I I I O0OCU 0 N 0 r dd Ln a r O N O CO O N O r O r I I I I 43 co a) 0) co 0 Traffic Data Services Q a) CO O) C)— raa) O c its oo o0 � U CL' cz ct as N N N r r c3 -0 - c U oS a) 'Fiji O in c7) LC) co C co O H m co z CO N I 4-6 D QH a 4J w co E cO H 0 O 0 2 Q 0 r 0 O 0 0 r O 0 O 0 0 0 0 O 0 0 O 0 O 0 0 0 C', 0 0 a} r N- CN 0 a LC) N N- 00 0 0 LU r CO N- 0 66 0 O N CO Ncr N N N r O C) O 0 N- 0 N d' r CO 0 0 r '1/4 - CD r ti r 00 o) 00 r r r 0 CO O r UCH N.- in 2 O 0 0 0 a o o a o r N M 4 rccc r a) Cl) O a 0 N N a 0 N N CD CD IC O r O r a a r r 0 a 0 O 0 O O 0 X- 0 0 0 O r ,- 71 - NI N C 0 r co 0 C`) 0 r o 7 0 in � c CJ 0 EL CD LC) O I` O N O r N Cri 0 I I I I I I I I I I I I I I I I I I I I I I I I OctCDo 0r0r r 71- O 00000 Q r Q R N o r I I I I a o m o CL Ci_ Q 0- "Iisr CO CO o0 (o 0 N. LU d -C C 0 LU To E o CD I U Ct O In 0 N H 1 CM N H O H O 44 Traffic Data Services Q M N O c O • rti O 43 U 0 (O Q N m co z E to H 0 0 0 0 0 0 0 Co I` CO CO N LO O O O O O ON N t N Na Na N r M N M r O O O (OLf d"rCO CD or) ,sr MrCOO 2000OOO OOO OO2 000 00000000 0 0 0 0 0 0 0 0 0 0 0 0_® o O® o o O o O O O Ncr Ll3Co r-oo00r rtaic Co. cDr-ao0or 2CCCCCCCCCrr2CCCCCCCCC C LO O co o � a) C o~o�' sc; 45 (N a) O) co 0 Traffic Data Services Q a) 4 CO O) on N O c o • o 0 0 U CL' cz ct a) co co 04 r r cy3 -0-U O o-- _ iCOU) in co f U co O H m co z CO N O O O co 4' Q) co E Cn H O O 0 2 Q O N r O Co O Co r O O O O 0 0 O O O 0 CO O O O 0 a O O 0 0 0 CY) r N 0 a O r (C 0 0 O C ti CO a 60 a CO N O CD N CY) O O a r N- CO r O O r ,-- 00 N O 2 0_ O N r O) L!) i le O CD CD co) r O r N it) O O N a O O M O O r C'') ti a 4 a 03 Ict a 6 a 140 N co a lb a CO r N O a AP O r C O a 66 a CO) N r O iYi O O O O O 0 C O Co O O O r ,- 0 O C r �o r Lo 5,9 a co c O 0 0_ O O O O O r O r A 6 O r I I I I I I I I I I I I I I I I I I I I I I I I Co r"-- 66 a C) r O 41-0 ~ A O CO I I I I • a o cc o CL CL Q 0- 46 Traffic Data Services Q M N c O O 43 U0 - ;4- ff= to CO }' . 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O LO ca o 0a.) 0L0000 OLUCZ) CD o r O CO 0 00 000000 CZ) LOCZ) 00 oN-ON- ca o CO 0 C1_ CL Q 0- 48 N 0) cio Traffic Data Services Q co O H co w CO N U 0 O co w E (O H Lf) r r c.1 t OO r Ln co r �OOOOON-r N N - r r r N C) r co co O N 'Cr C37 N M N Lf) N N- 7i- CO r r r r NC_O71- 71 -Jar CO Lf) Ct7 (..0 LO ti N- COG)C' NCO O co N- up d- co Ln CO Co (O(NI COCOOLOc0 N CS) C) N N CO I` Lf� NN N- N N r r CO r M CO CO CO 71- r r r 2ooc00000000200000000000 <0000000®0009 0000000®o r N C`7 CO N- 00 0 O r r N M 4 Lf CO N- 60 0 O 2CCCCCCCCCCr2000C00000CC N CO CO a CO CO CO M O o LC) ca c (1) a.) O Ln O CO 000LD N N Cfl r 0 r O r O N- O 00N- r Lf) O r CD 0 0 00000 • ca o ct o Cl_ CL Q 0- 49 Traffic Data Services Q c on N �o c 0 00 +scti 43 U� ff= (O a") c co O H CO uJ CO 4-6 N I D QH a E to H r` O cO LC) � CO 0) r N O r CO CO gsr C CSC? 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(.fl N r CO rN N O C`7 r O r r r Cr) (3) rNtcoI-L)Cam) — co t CO N CO N r in O Cfl co co NC9COCS7 N N. (N r r r N r r (N C"7COCOO) COrh-CO ON.C)OO rr—C) r r r CO N- r LC) r CC) r CD N 00 Co C�NL{7r00rC 7 N. COtNr r r co co cto 0) 0)cor act r— t r it) r 0 Cfl M N NOM CO N cO 0 0) 0) CO 71- N r r 20(pc o000(Do 0020cocoa) 00000 0 0 0 0 0 0 0 0 0 0 9 O O o 0 0 o O o c o 0 rNC7LCl(flr-0000r rC�JCyj Lri(Or:o6C)or 2CCCCCCCCOrr2000C00000rr co rn NJ 7 r LO o� o r 0) gcr ca c o H E2 a.) O O 0 71- 0 CO 0 (0 N 0 r O co O CO ONOC0 f` r (.5 r O r O N C) `71- 0 LO 0 0 0 co o ct o Cl_ CL Q 0- 52 0) co Traffic Data Services Q co M N �o c 0 O 43 U0 z3) ff= CO CO }' . 00") c C6 O H CO uJ C',) N I 4-6 D QH a CO CO N O) CN CO O Cr) CON N CO r r N LO 0O 'ct N CO L{7Nrr`r-Oa) N CO Cr) 10 CD N CO N- CS) C,D Lf) r CO C� N- co r` o-) c0 a C) r r r r r r N r I's-- Co (SD O Ln N CD OCOcoO 0O0OON in in r o-) co co co I` - ti LO (0 r CO la.) O) I° O)N NN= r r r COO)CO en in co N- cc) co o r- r co co C C3? ti O) CO C O 7 r N r 200000000000200000000000 <00000OO0000OOOOOOOOOOO rNCr LnCD r-oo0or rN 4Lri(Cr-ooa)or 2CCCCCCCCOCC2000C00000CC N N CO N LO LO OCR r o LO co O 0 zr N r O) gcr (t c o H N 0 O LO O N OC7�N O r o -sr oLU O L() O N - r C.fl r o r o r CD r O CD O N- A:. r N r O LO CID CO Co o Co.L O Li, AADT 2,885 CO CO 0 H Q 0 Q 53 a) co 0 Traffic Data Services Q co c O oo 43 o� 0= CO CO - O")c CD C9 N r r —Q U o� ctO in En Ln 00 D co O H m Cn co z N I 4-6 QH 471- CO CO 2 Q o N N a) Cl) CO LC) 0 O r r CO CO r_ 0 CN CO CO CO Co 0 CO O Cfl CD CO o LO LC) r 00 ''Cr O O N O N C3) CO N r C3) C,O 0 0 r- CD N in COLD 00 M CO LC) Ln 0 O 0 O 40 CD 0 0 0 0 0 O O O o 0 oa N N CO 0 0 r 0 CO 0 a r C9 r r 0 (.0 0 r cc) N t0 LLU 0 Co CO 2 o 0 N if) N CO LC) Co M CO 0 0 CO icr r CO N- 0 N 0 C') O O Cfl CO N- CO 0 0 M 0 N- N 0 cc 0 0 CD N a, a, M U) 0 Co 0 N 0) r Lf) CO O CO M O O 0 0 O N co N CO M N icr N Cfl 0 LO N 0 O 0 Cr) N r N O N 0 O r LC) CO N Co (0 N N - r 0 r r N CN N CY N a a.)C. N O) r CX) r C,r)� CO O 0 O O CO O OO1r N r N CO O 006) O r r CCOCC') O O LO CO "71 - CD r 54 COC9N U oU O in Er) Ln 00 Cn D Traffic Data Services Q co O H m (n co z Co N 0 U0 O co E (n CO O C 0 r 71- r O 7 6) I- 6) N r r r LO CDNrNrO) I� 7? O Cr) 71- 00 0 CNI N CO r N N C3) O Lf) CO t(DN(DCOOO r r o r 00 Cam? 0 co is) a LnaLnrN-CX'N0)O Lf) C57LnNNrNCN t 03N rrrre-rrrr N rCOCDtM0000 00 Lf)MLOLn0)C00)CD0) N r CO CD LO VD CO ID CD R. co CO 01 1` 0000Ln7orC)LC) Imo- O LO 00 Lf) O#) N r CO CO COLnCOCOCOr CNI N ge CI gct a, N -CO '1 N 00 0 tCDJNrC?) CD 00 LO r CO N r CO1-NNN-o COOf-r6`) CO CO N r r N0) NOro CO CO lf) 71- o 71- 09) LO CO C\1 C\1 r r r 2000ocacao 0020coo cacao 00 <OOOOOaaaaaq�0000aa00000 r N f- 66 C) C� r r N M 4 Co' CD N (30 0) O r 2CCCCCCCCCrr2CCOCOCCCC C d7 C a a O (NI CO D) r (o o CO O r ct c o a) O r0CC) O N O r OO N N O CO 0 a) O r 0 t C9 I.: CD O r r O 00 O N O O) O N I� CD r r O r 55 co 0) co Traffic Data Services Q CO C 9 N U oU O in Er) 00 Ln D co O H m co z CO 4-6 N I D QH a LO O r Cr) 1� C3) N N Lf) O co t (\I r r N LO LC) COCONOtr CC) 0O r r r N al CS) N O) CO CO CO CS) LO 1- (C) CO N O N 71 - CO (NIN O 1` Lf) CO CO N CC) N 7 Cfl LO M LO O) CO O N r r N N LO CO CO LO CO CC) r 1`-- CO r r f`- N(N'sr CC) tcO`71- r r OO co LO LO LO CO CO 1` 0 CO (.C) CO 0O 1` r CT) CO O) O r d' O') CO O r CO LO LO CO COLf)OOr� r r r N CNA O 0 O LC) 00 C5) N LC) C5� C) LC) CO 1�OCOLOCONN r r j — N C3� 1` r CO CO N- N CO LO CO CO N- CO ‘71-NNr r OO Co 0p LO LO r r CO r CO CO CO C r 200000000000200000000000 o co co o O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 r N C`r) LC) C,C) 1- M 60 rn a r r N Lf7 Cfl 1- 66 07 O r 2CCCCCC000rr2000000000rr N N N OO a Co.O r N 0 OO CO r r Lf) O(.OO(O(O ONOrC0 r LC)O o N N O I� O O d7 c) O r r r O r O r O O O O co rc: o r C) N CO N CO CO Cfl o CO °°. O C; LO c 0 U Locu C� AADT 26,662 ADT 26,662 a Q 56 0)co 0_ Traffic Data Services Q C) CO 0) co O H GD co z 4J Cu E Cn �— CO 0) C3) M N r-- co cr) � N r r r LO LO 7- Cr) r r 'Cr rX)MCC) Cr) NCT) M N 0 r M LO LO N CSC Nom- C3.) in 'Kr N 71- 00 r r 00 00 CO CO C33 CO 00 O C) CO 00 LO r O r t N r r N N CO 7- N 71- 0 CO N (.0 -OD rCOC)000NOCOLf)N N 00 I` In CO CO CO (O 00 O 7 - 00 Cr) 00 N` CO NCO O CO CO N- CO N r 71- CO N CO LO LO Lf) D CO N- O N N N O LC) LC) LC f` LO O CO 0) N N- 0) r CO 00 �.tC5)LO00MNO CO r CO r o N- Cr) N CO LDMNr r CO r CU N 00 LC, co O N` O is) co N N r 20000000000C200000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r N M LC 3 C.D N- 66 C) a r r N M Lf7 (O N: cep 63 O r 2CCCCCC000rr2000000000rr (0 CDa C'0 C . M LO o� CO . N 00 r ca o 0a) O O O OMO'sr .. r .. M N N 000(3) 0 0 O N O r r r CCOoLC) O CD O r r o ca o ct o CL Q 0- 57 N 0)co 0 Traffic Data Services Q C) CO 6) N U o> O Ln co D co O H GD C� co z E (O H 6) CO r Lfl 0 r) r 0 0O CO N N r r r LO LC) N� 71- CONCOCT) 'ct 0 Co N N� N OO N r CO CO 1- 0)r N 0O f` r r 0O CO r) CS) N N N N N 0O r r r r r r r r r r ("N N` ON- N C`) C) LO LO CO 0O (..0 a) 0 CO r (3) CO 0O r 0O CO CO CO CO CO (0 0O 0O r in in r... r in C) O N r O co Cta co O) en 't CO O N N N CO t N` N m 0O O 71- r N N'-- CO LO CO LO CL0 LO N- O N r r 04) CO CD CO r LOCO0OO0OCD 71- 0)CO(NrCO C000LOitCON r NrCLOG) CONON�r0O CO CO N r 01 r CO CO LC) C) d' OLOCONNr r 200000000000200000000000 o o O O O O o 0 0 0 0 0_ 9 o o® o o® 0 0 0 0 rNC`7R00C57Or rNC CON: 4 Lf)66O or 2CCCCCCCCCCC2CCCCCCCCC r r 0 CO CO N O Cfl o C'7 r r LO co o co co. N co r OC9O0) 0 71- r N O N r N O N— O CO O N 0 CO CO `� N: CD Q r r O a) 0 C0 O t 0 CO CO N` N 0 r r 58 0) co Traffic Data Services Q co O H m co z 00 4-6 N I D QH a O CONN- r N- 71 - CO r LC) O N Cr) N r r N Lt } LC) CO CO r 0) CO LC) CO 71- CO Cr) a 71- r Cr) r N O r N r 6) Or-N-COCOCO r r CO N M ti O)(Dr LON0)00000 00 LID Lf) LID LID CO CO N O 00 N r r N N Ln CO N r r r r r r r r r N U0 f`C_OCOCDrLf)N-r Lf) Li) 0O O 0O N N- r CO CO Ln Ln LID CO CO 00 O) r 71- a) in CY) Cr) 00 Lf) r C) CD CO O N- CO N` CS) LO C5) N Ln Lf) Ln LC) CO Li) 00 C5) N CO N CO O M r r LO LC) I` r CO0otLie) OCOLC)CON r r LID NM71- LO r LO CO N- COtNNr O N 0 CO ti 00 N In r r (fl 000COCOCVr r 20000000000020000000coca a a O o O C:) O o 0 o fl 0_ 9 o o® o o® 0 0 0 0 r(COLticor-oo00r rC�iCri4 Lri(Dr-�c)or 2CCCCCCCCOCr2CCCCCCCCC r (:\j ti CO N Lid O o . 00 7- r Lo N 00 � o O CO CO r o H 0 O CO O O O O CO r N r 0 N O) ON - O 00 O 00t CO `� t.: O r r r O (O a co a CO a CO CO ~ CO O r r Q 0- CO 00 LC) 00 00 00 CO AADT 26,373 ADT 26,373 59 APPENDIX B HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Recent AM ." Movement EBL -Niy l 1- t 4\ EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 118 Future Volume (vph) 118 Ideal Flow (vphpl) 1900 Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 4 34 34 1900 4.5 1.00 0.97 0.97 1596 0.73 1199 45 45 1900 82 82 1900 4 41 20 41 20 1900 1900 4.5 1.00 0.98 0.97 1633 0.72 1206 li 30 30 1900 4.5 1.00 1.00 0.95 1687 0.12 210 tt 625 625 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 46 46 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 li 37 37 1900 4.5 1.00 1.00 0.95 1687 0.29 519 itut 1052 1052 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 33 33 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF 0.90 0.90 Adj. Flow (vph) 131 38 RTOR Reduction (vph) 0 13 Lane Group Flow (vph) 0 206 Heavy Vehicles (%) 12% 12% 0.90 50 0 0 12% 0.90 91 0 0 11% 0.90 46 6 153 11% 0.90 22 0 0 11% 0.90 33 0 33 7% 0.90 694 0 694 7% 0.90 0.90 0.90 51 41 1169 30 0 0 21 41 1169 7% 7% 7% 0.90 37 22 15 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 17.8 17.8 0.21 4.5 3.0 Perm NA 8 8 17.8 17.8 0.21 4.5 3.0 pm+pt 5 2 36.9 36.9 0.44 4.5 3.0 NA 2 33.9 33.9 0.40 4.5 3.0 Perm pm+pt 1 2 6 33.9 36.9 33.9 36.9 0.40 0.44 4.5 4.5 3.0 3.0 33.9 33.9 0.40 4.5 3.0 NA Perm 6 6 33.9 33.9 0.40 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 253 c0.17 0.82 31.7 0.16 17.1 22.1 C 22.1 C 254 0.13 0.60 30.0 1.00 4.0 34.0 C 34.0 C 144 c0.01 0.09 0.23 16.5 1.00 0.8 17.4 B 1356 606 268 1356 606 0.21 0.01 c0.35 0.01 0.06 0.01 0.51 0.03 0.15 0.86 0.02 19.0 15.3 14.1 23.1 15.2 1.00 1.00 1.00 1.00 1.00 1.4 0.1 0.3 7.4 0.1 20.4 15.4 14.4 30.5 15.3 C B B C B 19.9 29.5 B C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 26.0 0.67 84.3 51.9% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 A Synchro 11 Light Report 61 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Recent AM Mil III. Mall.* 1in. Mill jihkims• aill\ t P \D T1T I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations , , , , Traffic Volume (vph) 0 181 0 0 104 0 1 0 14 2 0 0 Future Volume (vph) 0 181 0 0 104 0 1 0 14 2 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.87 1.00 Flt Protected 1.00 1.00 1.00 0.95 Satd. Flow (prot) 1863 1863 1622 1770 Flt Permitted 1.00 1.00 0.99 0.75 Satd. Flow (perm) 1863 1863 1610 1392 Peak -hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 0 199 0 0 114 0 1 0 15 2 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 14 0 0 0 0 Lane Group Flow (vph) 0 199 0 0 114 0 0 2 0 0 2 0 Turn Type NA Protected Phases 4 Permitted Phases 4 8 Actuated Green, G (s) 17.8 Effective Green, g (s) 17.8 Actuated g/C Ratio 0.21 Clearance Time (s) 4.5 Vehicle Extension (s) 3.0 NA Perm NA Perm NA 8 14 14 14 14 17.8 11.6 11.6 17.8 11.6 11.6 0.21 0.14 0.14 4.5 4.5 4.5 3.0 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 393 c0.11 0.51 29.4 1.00 1.0 30.4 C 30.4 C 393 0.06 0.29 27.9 0.72 0.4 20.5 C 20.5 C 221 0.00 0.01 31.4 1.00 0.1 31.5 C 31.5 C 191 c0.00 0.01 31.4 1.00 0.1 31.5 C 31.5 C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 27.0 HCM 2000 Level of Service C 0.14 84.3 Sum of lost time (s) 18.0 21.2% ICU Level of Service A 15 Synchro 11 Light Report 62 Timing Report, Sorted By Phase 1: US85 & WCR32 Recent AM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 38 26 10 38 26 16 Maximum Split (°/0) 11.1% 42.2% 28.9% 11.1% 42.2% 28.9% 17.8% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 48 0 10 48 74 End Time (s) 10 48 74 10 48 74 0 Yield/Force Off (s) 5.5 43.5 69.5 5.5 43.5 69.5 85.5 Yield/Force Off 170(s) 5.5 32.5 58.5 5.5 32.5 58.5 85.5 Local Start Time (s) 80 0 38 80 0 38 64 Local Yield (s) 85.5 33.5 59.5 85.5 33.5 59.5 75.5 Local Yield 170(s) 85.5 22.5 48.5 85.5 22.5 48.5 75.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 1 1 =1 tO2�• r1 x12 _ —12 X014 0 10 S in 6_, a `r0 ' I [II —1 ilk\ 05 —1 Li in _ — 1 —12 41I ill ion 105 33, V°�o`� [i6s Synchro 11 Light Report 63 Queues 1: US85 & WCR32 Recent AM 4\ t t \DP ir I Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 219 159 33 694 51 41 1169 37 v/c Ratio 0.81 0.60 0.17 0.50 0.07 0.13 0.84 0.05 Control Delay 27.9 38.4 14.4 21.2 0.2 13.4 31.1 0.2 Queue Delay 0.0 0.0 2.1 0.0 0.0 0.0 0.0 0.6 Total Delay 27.9 38.4 16.5 21.2 0.2 13.4 31.1 0.8 Queue Length 50th (ft) 26 75 9 160 0 12 327 0 Queue Length 95th (ft) #218 140 25 216 0 29 #468 0 Internal Link Dist (ft) 2 2980 1209 1023 Turn Bay Length (ft) 400 400 750 750 Base Capacity (vph) 327 324 193 1385 694 311 1385 694 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 2 93 0 0 0 0 501 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.67 0.49 0.33 0.50 0.07 0.13 0.84 0.19 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 64 Queues 12: Vasquez & WCR32 Recent AM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 199 114 16 2 v/c Ratio 0.50 0.28 0.05 0.01 Control Delay 33.5 21.8 0.3 34.5 Queue Delay 0.8 0.0 0.0 0.0 Total Delay 34.3 21.8 0.3 34.5 Queue Length 50th (ft) 97 38 0 1 Queue Length 95th (ft) 162 69 0 8 Internal Link Dist (ft) 1383 2 1063 937 Turn Bay Length (ft) Base Capacity (vph) 491 491 336 196 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 111 0 13 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.52 0.23 0.05 0.01 Intersection Summary Synchro 11 Light Report 65 HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Recent PM ." Movement EBL -Niy l 1- t 4\ EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 165 165 1900 4 26 26 1900 4.5 1.00 0.98 0.97 1600 0.68 1131 40 40 1900 64 64 1900 44 39 39 1900 4.5 1.00 0.96 0.98 1613 0.80 1328 38 38 1900 34 34 1900 4.5 1.00 1.00 0.95 1687 0.21 369 tt 1174 1174 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 49 49 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 22 22 1900 4.5 1.00 1.00 0.95 1687 0.12 205 tt 786 786 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 41 41 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.94 176 0 0 12% 0.94 28 8 239 12% 0.94 43 0 0 12% 0.94 68 0 0 11% 0.94 0.94 41 40 15 0 134 0 11% 11% 0.94 36 0 36 7% 0.94 1249 0 1249 7% 0.94 0.94 52 23 31 0 21 23 7% 7% 0.94 836 0 836 7% 0.94 44 27 17 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 20.4 20.4 0.23 4.5 3.0 Perm NA 8 8 20.4 20.4 0.23 4.5 3.0 pm+pt 5 2 38.7 38.7 0.44 4.5 3.0 NA Perm pm+pt 2 1 2 6 35.6 35.6 36.7 35.6 35.6 36.7 0.41 0.41 0.42 4.5 4.5 4.5 3.0 3.0 3.0 NA Perm 6 6 34.6 34.6 34.6 34.6 0.39 0.39 4.5 4.5 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 263 c0.21 0.91 32.7 0.20 29.9 36.5 D 36.5 D 308 209 1369 612 121 1331 595 c0.01 c0.37 0.00 0.25 0.10 0.07 0.01 0.07 0.01 0.44 0.17 0.91 0.03 0.19 0.63 0.03 28.7 15.1 24.6 15.7 18.6 21.4 16.3 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.4 10.8 0.1 0.8 2.3 0.1 29.7 15.5 35.3 15.8 19.3 23.6 16.4 C B D B B C B 29.7 34.0 23.2 C C C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 30.3 0.74 87.7 59.6% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 B Synchro 11 Light Report 66 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Recent PM Mil III. Mall.* 1in. Mill jihkims• aill\ t P \D T1T I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations , , , , Traffic Volume (vph) 0 210 1 0 114 0 1 1 21 0 0 2 Future Volume (vph) 0 210 1 0 114 0 1 1 21 0 0 2 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.88 0.86 Flt Protected 1.00 1.00 1.00 1.00 Satd. Flow (prot) 1862 1863 1629 1611 Flt Permitted 1.00 1.00 0.99 1.00 Satd. Flow (perm) 1862 1863 1620 1611 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 223 1 0 121 0 1 1 22 0 0 2 RTOR Reduction (vph) 0 0 0 0 0 0 0 19 0 0 2 0 Lane Group Flow (vph) 0 224 0 0 121 0 0 5 0 0 0 0 Turn Type NA Protected Phases 4 Permitted Phases 4 8 Actuated Green, G (s) 20.4 Effective Green, g (s) 20.4 Actuated g/C Ratio 0.23 Clearance Time (s) 4.5 Vehicle Extension (s) 3.0 NA Perm NA NA 8 14 14 14 14 20.4 11.6 11.6 20.4 11.6 11.6 0.23 0.13 0.13 4.5 4.5 4.5 3.0 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 433 c0.12 0.52 29.4 1.00 1.0 30.4 C 30.4 C 433 214 213 0.06 0.28 27.6 0.81 0.4 22.6 C 22.6 C c0.00 0.02 33.1 1.00 0.2 33.3 C 33.3 C 0.00 0.00 33.0 1.00 0.0 33.0 C 33.0 C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 28.1 HCM 2000 Level of Service C 0.16 87.7 Sum of lost time (s) 18.0 22.8% ICU Level of Service A 15 Synchro 11 Light Report 67 Timing Report, Sorted By Phase 1: US85 & WCR32 Recent PM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 38 26 10 38 26 16 Maximum Split (°/0) 11.1% 42.2% 28.9% 11.1% 42.2% 28.9% 17.8% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 48 0 10 48 74 End Time (s) 10 48 74 10 48 74 0 Yield/Force Off (s) 5.5 43.5 69.5 5.5 43.5 69.5 85.5 Yield/Force Off 170(s) 5.5 32.5 58.5 5.5 32.5 58.5 85.5 Local Start Time (s) 80 0 38 80 0 38 64 Local Yield (s) 85.5 33.5 59.5 85.5 33.5 59.5 75.5 Local Yield 170(s) 85.5 22.5 48.5 85.5 22.5 48.5 75.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 100 Splits and Phases: 1: US85 & WCR32 1 1 = 1 tO2�• r1 x12 _ — 12 X014 0 10 S in 6_, a `r0 ' I [II —1 —1 in _ — 1 — 12 41I ill ion j2s 6 S isil 16 S _ Synchro 11 Light Report 68 Queues 1: US85 & WCR32 Recent PM 4\ t t ', ir I Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 247 149 36 1249 52 23 836 44 v/c Ratio 0.89 0.45 0.14 0.88 0.07 0.12 0.62 0.07 Control Delay 40.2 29.7 13.9 33.3 0.2 13.9 24.1 0.2 Queue Delay 0.0 0.1 4.7 0.0 0.0 0.0 0.0 3.9 Total Delay 40.2 29.8 18.6 33.3 0.2 13.9 24.1 4.1 Queue Length 50th (ft) 50 63 10 293 0 7 205 0 Queue Length 95th (ft) #275 121 26 #520 0 19 271 0 Internal Link Dist (ft) 7 2980 1209 1023 Turn Bay Length (ft) 400 400 750 750 Base Capacity (vph) 296 352 249 1414 706 185 1339 675 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 8 167 0 0 0 0 573 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.83 0.43 0.44 0.88 0.07 0.12 0.62 0.43 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 69 Queues 12: Vasquez & WCR32 Recent PM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 224 121 24 2 v/c Ratio 0.50 0.27 0.10 0.00 Control Delay 33.2 23.7 16.9 0.0 Queue Delay 0.7 0.0 0.0 0.0 Total Delay 33.9 23.7 16.9 0.0 Queue Length 50th (ft) 111 46 1 0 Queue Length 95th (ft) 182 80 24 0 Internal Link Dist (ft) 1383 7 1063 980 Turn Bay Length (ft) Base Capacity (vph) 474 475 240 1002 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 75 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.56 0.25 0.10 0.00 Intersection Summary Synchro 11 Light Report 70 HCM 6th TWSC 2: WCR35 & WCR32 Recent AM Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 6 6 0 Free M. 90 15 7 Major/Minor Major1 4 95 95 0 Free 0 0 90 15 106 7 7 0 Free None 90 15 8 3 3 0 Free M. 90 14 3 Major2 4 90 90 0 Free 0 0 90 14 100 1 2 1 2 0 0 Free Stop None - MI MI 90 90 14 9 1 2 4 0 0 0 Stop M. 0 0 90 9 0 1 3 1 3 0 0 Stop Stop None - 90 90 9 13 1 3 Minor1 Minor2 4 0 0 0 Stop 0 0 90 13 0 4 4 0 Stop None MI 90 13 4 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 101 4.25 M. 2.335 1414 M. 1414 M. Approach EB 0 0 114 0 0 233 231 110 232 235 - - - 124 124 - 107 107 - - - 109 107 - 125 128 - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 707 657 925 700 647 925 - - - 863 780 - 872 786 - - - 879 793 - 853 769 - 4.24 - 2.326 - 1404 - 1404 M. M. WB MI 101 6.33 M. M. - 700 652 925 695 642 925 - 700 652 - 695 642 - 859 776 - 868 784 - 873 791 - 848 765 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt 0.2 9.7 9.5 A A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 762 1414 0.004 0.005 9.7 7.6 0 A A A 0 0 - 1404 - 0.002 - 7.6 0 - A A - 0 - 810 - 0.01 - 9.5 - A - 0 Synchro 11 Light Report 71 HCM 6th TWSC 2: WCR35 & WCR32 Recent PM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 10 10 0 Free M. 85 15 12 Major/Minor Major1 4 84 84 0 Free 0 0 85 15 99 2 2 0 Free None 100 15 2 0 0 0 Free M. M. 85 14 0 Major2 4 81 1 4 81 1 4 0 0 0 Free Free Stop - None - 0 0 85 14 95 MI MI 85 85 14 9 1 5 0 1 0 0 7 0 1 0 0 7 0 0 0 0 0 Stop Stop Stop Stop Stop None - - None M. 0 0 85 9 0 85 85 9 13 1 0 Minor1 Minor2 0 0 85 13 0 MI 85 13 8 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1420 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1420 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 96 0 0 101 M. M. - 4.24 M. - 2.326 - 1419 M. - 1419 M. M. WB 0 0 224 220 100 221 221 - 124 124 - 96 96 - 100 96 - 125 125 - 7.19 6.59 6.29 7.23 6.63 - 6.19 5.59 - 6.23 5.63 - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 717 666 937 712 659 931 - 863 780 - 884 795 - 889 802 - 853 772 MI 96 6.33 M. M. - 706 660 937 706 653 931 - 706 660 - 706 653 - 855 773 - 876 795 - 881 802 - 844 765 NB SB M. HCM Control Delay, s 0.8 HCM LOS Minor Lane/Major Mvmt 0 9.9 8.9 A A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 743 1420 0.008 0.008 9.9 7.6 A A A 0 0 - - 1419 - - 931 - - - - - 0.009 0 - 0 - - 8.9 - A - - A - - 0 - - 0 Synchro 11 Light Report 72 HCM 6th AWSC 3: WCR39 & WCR32 Recent AM Intersection Intersection Delay, s/veh Intersection LOS Movement 8 A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach S 44 S 44 24 30 19 1 44 3 18 22 0 6 52 36 24 30 19 1 44 3 18 22 0 6 52 36 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 15 15 15 23 23 23 13 13 13 12 12 12 28 35 22 1 52 4 21 26 0 7 61 42 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.1 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8 A NB 1 WB 1 EB 1 7.9 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 45% 33% 55% 41% 0% 26% Stop Stop 40 73 18 24 22 30 0 19 47 86 1 1 0.061 0.107 4.671 4.493 Yes Yes 769 800 2.683 2.506 0.061 0.107 8 8 A A 0.2 0.4 2% 6% 92% 55% 6% 38% Stop Stop 48 94 1 6 44 52 3 36 56 111 1 1 0.074 0.132 4.717 4.283 Yes Yes 762 840 2.731 2.292 0.073 0.132 8.1 7.9 A A 0.2 0.5 Synchro 11 Light Report 73 HCM 6th AWSC 3: WCR39 & WCR32 Recent PM Intersection Intersection Delay, s/veh 7.9 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 28 27 18 1 37 22 16 55 1 5 42 16 28 27 18 1 37 22 16 55 1 5 42 16 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 15 15 15 23 23 23 13 13 13 12 12 12 29 28 19 1 39 23 17 57 1 5 44 17 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8 A NBLn1 EBLn1 EB 1 NB 1 SB 1 7.9 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8 A NB 1 WB 1 EB 1 7.8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 22% 38% 76% 37% 1% 25% Stop Stop 72 73 16 28 55 27 1 18 75 76 1 1 0.095 0.095 4.554 4.484 Yes Yes 790 802 2.565 2.494 0.095 0.095 8 8 A A 0.3 0.3 2% 62% 37% Stop 60 1 37 22 62 1 0.078 4.489 Yes 801 2.5 0.077 7.9 A 0.3 8% 67% 25% Stop 63 5 42 16 66 1 0.08 4.377 Yes 821 2.389 0.08 7.8 A 0.3 Synchro 11 Light Report 74 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Recent AM Intersection Int Delay, s/veh Movement 3.6 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 37 37 0 Stop M. 100 ,# 0 0 85 2 44 27 27 0 Stop None 0 85 2 32 t 54 54 0 Free 0 0 85 13 64 ri 2 2 0 Free None 500 M. 85 13 2 li 12 12 0 Free 350 85 12 14 Minor1 Major1 Major2 t 56 56 0 Free None 0 0 85 12 66 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 158 64 0 0 66 0 64 - - 94 - - 6.42 6.22 - - 4.22 5.42 - - 5.42 - - 3.518 3.318 - - 2.308 833 1000 - - 1474 959 - - 930 - - 826 1000 826 959 922 Approach WB M. M. M. M. - 1474 BM NB SB MI MI MI MI HCM Control Delay, s 9.2 0 1.3 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 826 1000 1474 - 0.053 0.032 0.01 - 9.6 8.7 7.5 - AAA - 0.2 0.1 0 Synchro 11 Light Report 75 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Recent PM Intersection Int Delay, s/veh 2.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 19 19 0 Stop M. 100 ,# 0 0 85 2 22 12 12 0 Stop None 0 85 2 14 t 79 79 0 Free 0 0 85 13 93 r 'I t 31 24 42 31 24 42 0 0 0 Free Free Free None - None 500 350 - - - 0 - - 0 85 85 85 13 12 12 36 28 49 Minor1 Major1 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 198 93 105 6.42 6.22 5.42 5.42 - 3.518 3.318 791 964 931 919 775 964 775 931 901 Approach WB 93 0 0 129 NB M. M. - 4.22 M. - 2.308 - 1397 M. M. - 1397 M. M. SB 0 MI MI MI MI MI MI MI MI HCM Control Delay, s 9.4 HCM LOS A 0 2.8 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 775 964 1397 - 0.029 0.015 0.02 - 9.8 8.8 7.6 - AAA - 0.1 0 0.1 Synchro 11 Light Report 76 HCM 6th TWSC 5: WCR39 & WCR38 Recent AM Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 3 3 0 Stop M. 87 18 3 Minor2 4 4 4 0 Stop 0 0 87 18 5 13 13 0 Stop None 87 18 15 8 8 0 Stop M. M. 87 44 9 Minor1 4 0 0 0 Stop 0 0 87 44 0 2 2 0 Stop None MI MI 87 44 2 4 4 0 Free 87 18 5 Major1 4 68 68 0 Free M. 0 0 87 18 78 18 18 0 Free None 87 18 21 17 17 0 Free 87 19 20 Major2 4 55 55 0 Free 0 0 87 19 63 14 14 0 Free None MI 87 19 16 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 211 111 100 7.28 6.28 6.28 3.662 713 857 868 220 111 109 6.68 5.68 5.68 4.162 651 774 775 71 6.38 3.462 949 220 99 121 7.54 6.54 6.54 3.896 655 814 791 218 99 119 6.94 5.94 5.94 4.396 613 738 723 89 79 MI MI 6.64 4.28 3.696 2.362 865 1424 MI M 701 639 949 632 601 865 1424 701 639 - 632 601 854 762 - 811 735 862 772 - 762 712 Approach EB WB MI mi NB 0 0 99 - 4.29 - 2.371 - 1394 - 1394 SB 0 0 HCM Control Delay, s 9.5 HCM LOS A Minor Lane/Major Mvmt NBL 10.5 B 0.3 NBT NBR EBLn1WBLn1 SBL SBT SBR 1.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1424 0.003 7.5 A 0 - - 825 668 1394 - -0.0280.0170.014 0 - 9.5 10.5 7.6 A - ABA - - 0.1 0.1 0 M. 0 A M. Synchro 11 Light Report 77 HCM 6th TWSC 5: WCR39 & WCR38 Recent PM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 5 5 0 Stop M. 89 18 6 Minor2 4 0 0 0 Stop 0 0 89 18 0 2 2 0 Stop None 89 18 2 4 4 0 Stop M. M. 89 44 4 Minor1 4 0 0 0 Stop 0 0 89 44 0 3 3 0 Stop None MI MI 89 44 3 3 3 0 Free 4 109 109 0 Free M. 0 - 0 89 89 18 18 3 122 Major1 0 0 0 Free None 5 5 0 Free 89 89 18 19 0 6 Major2 4 66 66 0 Free 0 0 89 19 74 2 2 0 Free None MI 89 19 2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 217 87 130 7.28 6.28 6.28 3.662 706 883 837 215 87 128 6.68 5.68 5.68 4.162 656 793 760 75 6.38 3.462 944 216 128 88 7.54 6.54 6.54 3.896 659 784 826 216 128 88 6.94 5.94 5.94 4.396 614 716 747 122 76 0 0 122 MI MI 6.64 4.28 3.696 2.362 827 1427 MI M 700 651 944 654 610 827 1427 700 651 - 654 610 881 789 - 782 715 832 758 - 820 743 Approach EB MI MI WB NB - 4.29 - 2.371 - 1366 - 1366 SB 0 0 HCM Control Delay, s 9.8 HCM LOS A 10.1 0.2 B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1427 0.002 7.5 A 0 - - 756 718 1366 - - 0.01 0.011 0.004 0 - 9.8 10.1 7.6 A - A B A - - 0 0 0 M. 0 A M. Synchro 11 Light Report 78 HCM 6th AWSC 6: WCR39 & WCR44 Recent AM Intersection Intersection Delay, s/veh Intersection LOS Movement 8 A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 3 3 0.91 23 3 0 EB 4 35 6 35 6 0.91 0.91 23 23 38 7 1 0 44 S 44 30 32 8 12 66 28 14 48 2 30 32 8 12 66 28 14 48 2 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 33 35 9 13 73 31 15 53 2 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.1 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.3 A WBLn1 SBLn1 SB 1 EB 1 WB 1 7.9 A NB 1 WB 1 EB 1 7.9 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 11% 7% 62% 80% 26% 14% Stop Stop 106 44 12 3 66 35 28 6 116 48 1 1 0.137 0.064 4.237 4.735 Yes Yes 849 759 2.246 2.748 0.137 0.063 7.9 8.1 A A 0.5 0.2 43% 46% 11% Stop 70 30 32 8 77 1 0.101 4.734 Yes 759 2.748 0.101 8.3 A 0.3 22% 75% 3% Stop 64 14 48 2 70 1 0.086 4.426 Yes 812 2.437 0.086 7.9 A 0.3 Synchro 11 Light Report 79 HCM 6th AWSC 6: WCR39 & WCR44 Recent PM Intersection Intersection Delay, s/veh 8.2 Intersection LOS Movement A EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 0 0 0.91 23 0 0 4 19 5 19 5 0.91 0.91 23 23 21 5 1 0 EB 44 S 44 30 39 13 11 110 26 13 56 5 30 39 13 11 110 26 13 56 5 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 33 43 14 12 121 29 14 62 5 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.5 A VVBLn1 SBLn1 SB 1 EB 1 WB 1 8.3 A NB 1 WB 1 EB 1 7.9 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 7% 0% 75% 79% 18% 21% Stop Stop 147 24 11 0 110 19 26 5 162 26 1 1 0.192 0.035 4.275 4.826 Yes Yes 843 743 2.285 2.844 0.192 0.035 8.3 8 A A 0.7 0.1 37% 48% 16% Stop 82 30 39 13 90 1 0.12 4.797 Yes 750 2.813 0.12 8.5 A 0.4 18% 76% 7% Stop 74 13 56 5 81 1 0.1 4.425 Yes 812 2.437 0.1 7.9 A 0.3 Synchro 11 Light Report 80 UNSIGNALIZED INTERSECTIONS Level -of -Service Average Total sec/veh Delay A <10 B > 10 and < 15 C > 15 and < 25 D >25and<35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level -of -Service Average Delay Total sec/veh A <10 B > 10 and < 20 C >20and <35 D > 35 and < 55 E > 55 and < 80 F > 80 81 APPENDIX C 83 84 APPENDIX D HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Short Background AM ." Movement EBL -Niy l 1- t 4\ t t ', ir I EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 127 127 1900 4 37 37 1900 4.5 1.00 0.97 0.97 1596 0.72 1187 49 49 1900 89 89 1900 4 44 44 1900 4.5 1.00 0.98 0.97 1632 0.71 1195 22 22 1900 ii 32 32 1900 4.5 1.00 1.00 0.95 1687 0.12 210 tt 675 675 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 50 50 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 li 40 40 1900 4.5 1.00 1.00 0.95 1687 0.26 460 etut 1136 1136 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 36 36 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.90 141 0 0 12% 0.90 0.90 41 54 12 0 224 0 12% 12% 0.90 99 0 0 11% 0.90 49 7 165 11% 0.90 24 0 0 11% 0.90 36 0 36 7% 0.90 750 0 750 7% 0.90 56 34 22 7% 0.90 44 0 44 7% 0.90 1262 0 1262 7% 0.90 40 24 16 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 18.7 18.7 0.22 4.5 3.0 Perm NA 8 8 18.7 18.7 0.22 4.5 3.0 pm+pt 5 2 36.9 36.9 0.43 4.5 3.0 NA 2 33.8 33.8 0.40 4.5 3.0 Perm pm+pt 1 2 6 33.8 36.9 33.8 36.9 0.40 0.43 4.5 4.5 3.0 3.0 33.8 33.8 0.40 4.5 3.0 NA Perm 6 6 33.8 33.8 0.40 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 260 c0.19 0.86 32.0 0.17 22.1 27.4 C 27.4 C 262 144 1338 598 243 1338 598 c0.01 0.22 0.01 c0.37 0.14 0.10 0.01 0.07 0.01 0.63 0.25 0.56 0.04 0.18 0.94 0.03 30.1 18.0 19.9 15.7 14.7 24.8 15.7 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.7 0.9 1.7 0.1 0.4 14.3 0.1 34.8 18.9 21.6 15.9 15.0 39.1 15.8 C B C B B D B 34.8 21.1 37.6 C C D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 31.2 0.72 85.2 55.5% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 B Synchro 11 Light Report 86 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Short Background AM ." -Niy l 1- t 4\ t t ', ir I Movement EBL EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 196 0 0 112 0 1 0 15 2 0 0 Future Volume (vph) 0 196 0 0 112 0 1 0 15 2 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.87 1.00 Flt Protected 1.00 1.00 1.00 0.95 Satd. Flow (prot) 1863 1863 1621 1770 Flt Permitted 1.00 1.00 0.99 0.75 Satd. Flow (perm) 1863 1863 1610 1390 Peak -hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 0 215 0 0 123 0 1 0 16 2 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 15 0 0 0 0 Lane Group Flow (vph) 0 215 0 0 123 0 0 2 0 0 2 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) NA 4 4 8 18.7 18.7 0.22 4.5 3.0 NA Perm NA Perm NA 8 14 14 14 14 18.7 11.6 11.6 18.7 11.6 11.6 0.22 0.14 0.14 4.5 4.5 4.5 3.0 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 408 c0.12 0.53 29.3 1.00 1.2 30.6 C 30.6 C 408 0.07 0.30 27.8 0.73 0.4 20.8 C 20.8 C 219 0.00 0.01 31.8 1.00 0.1 31.9 C 31.9 C 189 c0.00 0.01 31.8 1.00 0.1 31.9 C 31.9 C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 27.3 HCM 2000 Level of Service C 0.15 85.2 Sum of lost time (s) 18.0 22.0% ICU Level of Service A 15 Synchro 11 Light Report 87 Timing Report, Sorted By Phase 1: US85 & WCR32 Short Background AM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 38 26 10 38 26 16 Maximum Split (°/0) 11.1% 42.2% 28.9% 11.1% 42.2% 28.9% 17.8% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 48 0 10 48 74 End Time (s) 10 48 74 10 48 74 0 Yield/Force Off (s) 5.5 43.5 69.5 5.5 43.5 69.5 85.5 Yield/Force Off 170(s) 5.5 32.5 58.5 5.5 32.5 58.5 85.5 Local Start Time (s) 80 0 38 80 0 38 64 Local Yield (s) 85.5 33.5 59.5 85.5 33.5 59.5 75.5 Local Yield 170(s) 85.5 22.5 48.5 85.5 22.5 48.5 75.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 1 1 = 1 tO2�• r1 x12 _ — 12 X014 0 10 S in 6_, a `r0 ' I [II —1 —1 in _ — 1 — 12 41I ill ion j2s 6 S isil 16 S _ Synchro 11 Light Report 88 Queues 1: US85 & WCR32 Short Background AM 4\ t t \D ir I Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 236 172 36 750 56 44 1262 40 v/c Ratio 0.85 0.63 0.19 0.55 0.08 0.15 0.92 0.06 Control Delay 32.6 39.4 14.8 22.2 0.2 13.8 38.0 0.2 Queue Delay 0.0 0.1 3.3 0.0 0.0 0.0 0.0 1.7 Total Delay 32.6 39.4 18.1 22.2 0.2 13.8 38.0 1.8 Queue Length 50th (ft) 36 82 10 177 0 13 '375 0 Queue Length 95th (ft) #244 151 26 237 0 31 #528 0 Internal Link Dist (ft) 2 2980 1209 1023 Turn Bay Length (ft) 400 400 750 750 Base Capacity (vph) 320 317 191 1369 688 285 1369 688 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 3 101 0 0 0 0 554 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.74 0.55 0.40 0.55 0.08 0.15 0.92 0.30 Intersection Summary Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 89 Queues 12: Vasquez & WCR32 Short Background AM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 215 123 17 2 v/c Ratio 0.51 0.29 0.05 0.01 Control Delay 33.8 22.2 0.3 34.5 Queue Delay 1.2 0.0 0.0 0.0 Total Delay 35.0 22.2 0.3 34.5 Queue Length 50th (ft) 105 42 0 1 Queue Length 95th (ft) 175 75 0 8 Internal Link Dist (ft) 1383 2 1063 937 Turn Bay Length (ft) Base Capacity (vph) 485 485 333 193 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 119 0 17 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.59 0.25 0.05 0.01 Intersection Summary Synchro 11 Light Report 90 HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Short Background PM ." Movement EBL -Niy l 1- t 4\ t t ', ir I EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 178 178 1900 4 28 28 1900 4.5 1.00 0.98 0.97 1600 0.66 1093 43 43 1900 69 69 1900 44 42 42 1900 4.5 1.00 0.96 0.98 1613 0.80 1319 ii 41 37 41 37 1900 1900 4.5 1.00 1.00 0.95 1687 0.20 363 tt 1268 1268 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 53 53 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 24 24 1900 4.5 1.00 1.00 0.95 1687 0.08 149 tet 849 849 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 44 44 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.94 189 0 0 12% 0.94 30 7 258 12% 0.94 46 0 0 12% 0.94 73 0 0 11% 0.94 45 12 150 11% 0.94 44 0 0 11% 0.94 39 0 39 7% 0.94 1349 0 1349 7% 0.94 0.94 56 26 31 0 25 26 7% 7% 0.94 903 0 903 7% 0.94 47 26 21 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 26.7 26.7 0.25 4.5 3.0 Perm NA 8 8 26.7 26.7 0.25 4.5 3.0 pm+pt 5 2 50.9 50.9 0.48 4.5 3.0 NA Perm pm+pt 2 1 2 6 47.7 47.7 50.9 47.7 47.7 50.9 0.45 0.45 0.48 4.5 4.5 4.5 3.0 3.0 3.0 NA Perm 6 6 47.7 47.7 47.7 47.7 0.45 0.45 4.5 4.5 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 272 c0.24 0.95 39.5 0.19 38.0 45.5 D 45.5 D 328 212 1502 672 116 1502 672 0.01 c0.40 c0.01 0.27 0.11 0.08 0.02 0.10 0.01 0.46 0.18 0.90 0.04 0.22 0.60 0.03 34.1 16.5 27.5 16.7 20.7 22.5 16.7 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.4 8.9 0.1 1.0 1.8 0.1 35.1 16.9 36.3 16.9 21.7 24.3 16.8 D B D B C C B 35.1 35.0 23.9 D D C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 32.2 0.77 107.1 63.2% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 B Synchro 11 Light Report 91 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Short Background PM , —up 7 i t `t T P \► 1 r Movement EBL EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 226 1 0 123 0 1 1 23 0 0 2 Future Volume (vph) 0 226 1 0 123 0 1 1 23 0 0 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.88 0.86 Flt Protected 1.00 1.00 1.00 1.00 Satd. Flow (prot) 1862 1863 1627 1611 Flt Permitted 1.00 1.00 0.99 1.00 Satd. Flow (perm) 1862 1863 1619 1611 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 240 1 0 131 0 1 1 24 0 0 2 RTOR Reduction (vph) 0 0 0 0 0 0 0 21 0 0 2 0 Lane Group Flow (vph) 0 241 0 0 131 0 0 5 0 0 0 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) NA 4 4 8 26.7 26.7 0.25 4.5 3.0 NA Perm NA 8 14 14 26.7 26.7 0.25 4.5 3.0 11.5 11.5 0.11 4.5 3.0 14 NA 14 11.5 11.5 0.11 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 464 c0.13 0.52 34.7 1.00 1.0 35.7 D 35.7 D 464 0.07 0.28 32.5 0.81 0.3 26.7 C 26.7 C 173 c0.00 0.03 42.8 1.00 0.3 43.1 D 43.1 D 172 0.00 0.00 42.7 1.00 0.0 42.7 D 42.7 D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 33.2 HCM 2000 Level of Service C 0.16 107.1 Sum of lost time (s) 18.0 23.6% ICU Level of Service A 15 Synchro 11 Light Report 92 Timing Report, Sorted By Phase 1: US85 & WCR32 Short Background PM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 52 32 10 52 32 16 Maximum Split (°/0) 9.1% 47.3% 29.1% 9.1% 47.3% 29.1% 14.5% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 62 0 10 62 94 End Time (s) 10 62 94 10 62 94 0 Yield/Force Off (s) 5.5 57.5 89.5 5.5 57.5 89.5 105.5 Yield/Force Off 170(s) 5.5 46.5 78.5 5.5 46.5 78.5 105.5 Local Start Time (s) 100 0 52 100 0 52 84 Local Yield (s) 105.5 47.5 79.5 105.5 47.5 79.5 95.5 Local Yield 170(s) 105.5 36.5 68.5 105.5 36.5 68.5 95.5 Intersection Summary Cycle Length Control Type Natural Cycle 110 Semi Act-Uncoord 110 Splits and Phases: 1: US85 & WCR32 I I 1 =-i 402 �1 =12 •B 12 illI 114 10 = $52s . -- 1 I :A --1 CBr, ;Zit 1 -� 1 iii. Lyn �_ 1■ c .Ill _ , - Synchro 11 Light Report 93 Queues 1: US85 & WCR32 Short Background PM 4\ t t ', ir I Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 265 162 39 1349 56 26 903 47 v/c Ratio 0.93 0.47 0.16 0.88 0.08 0.17 0.59 0.06 Control Delay 48.4 35.8 14.6 35.5 0.6 15.5 24.3 0.2 Queue Delay 0.0 0.1 31.5 0.0 0.0 0.0 0.0 9.9 Total Delay 48.4 35.9 46.1 35.5 0.6 15.5 24.3 10.0 Queue Length 50th (ft) 75 88 13 464 0 9 254 0 Queue Length 95th (ft) #345 156 30 #618 4 23 322 0 Internal Link Dist (ft) 7 2980 1209 1023 Turn Bay Length (ft) 400 400 750 750 Base Capacity (vph) 293 357 244 1527 740 152 1527 740 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 8 195 0 0 0 0 662 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.90 0.46 0.80 0.88 0.08 0.17 0.59 0.60 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 94 Queues 12: Vasquez & WCR32 Short Background PM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 241 131 26 2 v/c Ratio 0.51 0.28 0.13 0.00 Control Delay 38.8 28.1 20.0 0.0 Queue Delay 0.8 0.0 0.0 0.0 Total Delay 39.7 28.1 20.0 0.0 Queue Length 50th (ft) 147 59 1 0 Queue Length 95th (ft) 227 98 28 0 Internal Link Dist (ft) 1383 7 1063 980 Turn Bay Length (ft) Base Capacity (vph) 488 488 198 985 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 80 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.59 0.27 0.13 0.00 Intersection Summary Synchro 11 Light Report 95 HCM 6th TWSC 2: WCR35 & WCR32 Short Background AM Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 6 6 0 Free M. 90 15 7 Major/Minor Major1 4 103 103 0 Free 0 0 90 15 114 8 8 0 Free None 90 15 9 3 3 0 Free M. 90 14 3 Major2 4 97 97 0 Free 0 0 90 14 108 1 2 1 2 0 0 Free Stop None - MI MI 90 90 14 9 1 2 4 0 0 0 Stop M. 0 0 90 9 0 1 3 1 3 0 0 Stop Stop None - 90 90 9 13 1 3 Minor1 Minor2 4 0 0 0 Stop 0 0 90 13 0 4 4 0 Stop None MI 90 13 4 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 109 4.25 M. 2.335 1404 M. 1404 M. Approach EB 0 0 123 0 0 250 248 119 248 252 - - - 133 133 - 115 115 - - - 117 115 - 133 137 - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 689 643 914 683 633 916 - - - 854 773 - 864 780 - - - 871 787 - 845 763 - 4.24 - 2.326 - 1393 - 1393 M. M. WB MI 109 6.33 M. M. - 682 638 914 678 629 916 - 682 638 - 678 629 - 850 769 - 860 778 - 865 785 - 840 759 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt 0.2 9.9 9.6 A A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 745 1404 0.004 0.005 9.9 7.6 0 A A A 0 0 - 1393 - 0.002 - 7.6 0 - A A - 0 - 796 - 0.01 - 9.6 - A - 0 Synchro 11 Light Report 96 HCM 6th TWSC 2: WCR35 & WCR32 Short Background PM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 11 11 0 Free M. 85 15 13 Major/Minor Major1 4 91 2 0 91 2 0 0 0 0 Free Free Free - None 0 0 85 15 107 100 15 2 M. M. 85 14 0 Major2 4 87 87 0 Free 0 0 85 14 102 1 4 1 4 0 0 Free Stop None - MI MI 85 85 14 9 1 5 0 1 0 0 8 0 1 0 0 8 0 0 0 0 0 Stop Stop Stop Stop Stop None - - None M. 0 0 85 9 0 85 85 9 13 1 0 Minor1 Minor2 0 0 85 13 0 MI 85 13 9 Conflicting Flow All 103 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1411 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1411 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 109 M. M. - 4.24 M. - 2.326 - 1410 M. - 1410 M. M. WB 0 0 241 237 108 238 238 - 134 134 - 103 103 - 107 103 - 135 135 - 7.19 6.59 6.29 7.23 6.63 - 6.19 5.59 - 6.23 5.63 - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 699 652 927 694 644 923 - 853 772 - 877 789 - 882 796 - 843 764 MI 103 6.33 M. M. - 686 645 927 688 638 923 - 686 645 - 688 638 - 844 764 - 868 789 - 873 796 - 834 756 NB SB M. HCM Control Delay, s 0.8 HCM LOS Minor Lane/Major Mvmt 0 10 8.9 B A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 724 1411 0.008 0.009 10 7.6 0 B A A 0 0 - 1410 - - 923 - - - - 0.01 - 0 - - 8.9 - A - - A - 0 - - 0 Synchro 11 Light Report 97 HCM 6th AWSC 3: WCR39 & WCR32 Short Background AM Intersection Intersection Delay, s/veh 8.1 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 26 32 21 1 48 3 19 24 0 6 56 39 26 32 21 1 48 3 19 24 0 6 56 39 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 15 15 15 23 23 23 13 13 13 12 12 12 31 38 25 1 56 4 22 28 0 7 66 46 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.1 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.2 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.1 A NB 1 WB 1 EB 1 8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 44% 33% 56% 41% 0% 27% Stop Stop 43 79 19 26 24 32 0 21 51 93 1 1 0.066 0.117 4.711 4.525 Yes Yes 763 795 2.724 2.539 0.067 0.117 8.1 8.1 A A 0.2 0.4 2% 6% 92% 55% 6% 39% Stop Stop 52 101 1 6 48 56 3 39 61 119 1 1 0.081 0.142 4.758 4.315 Yes Yes 756 834 2.772 2.327 0.081 0.143 8.2 8 A A 0.3 0.5 Synchro 11 Light Report 98 HCM 6th AWSC 3: WCR39 & WCR32 Short Background PM Intersection Intersection Delay, s/veh Intersection LOS Movement 8 A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 30 30 0.96 15 31 0 EB 4 29 19 29 19 0.96 0.96 15 15 30 20 1 0 1 40 24 17 59 1 5 45 17 1 40 24 17 59 1 5 45 17 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 23 23 23 13 13 13 12 12 12 1 42 25 18 61 1 5 47 18 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8 A NBLn1 EBLn1 EB 1 NB 1 SB 1 7.9 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.1 A NB 1 WB 1 EB 1 7.8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 22% 38% 77% 37% 1% 24% Stop Stop 77 78 17 30 59 29 1 19 80 81 1 1 0.102 0.102 4.586 4.516 Yes Yes 784 797 2.597 2.525 0.102 0.102 8.1 8 A A 0.3 0.3 2% 62% 37% Stop 65 1 40 24 68 1 0.085 4.517 Yes 796 2.528 0.085 7.9 A 0.3 7% 67% 25% Stop 67 5 45 17 70 1 0.085 4.41 Yes 815 2.422 0.086 7.8 A 0.3 Synchro 11 Light Report 99 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Short Background AM Intersection Int Delay, s/veh Movement 3.6 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 40 40 0 Stop M. 100 ,# 0 0 85 2 47 29 29 0 Stop None 0 85 2 34 t 58 58 0 Free 0 0 85 13 68 ri 2 2 0 Free None 500 M. 85 13 2 li 13 13 0 Free 350 85 12 15 Minor1 Major1 Major2 t 60 60 0 Free None 0 0 85 12 71 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 169 68 0 0 70 0 68 - - 101 - - 6.42 6.22 - - 4.22 5.42 - - 5.42 - - 3.518 3.318 - - 2.308 821 995 - - 1469 955 - - 923 - - 813 995 813 955 914 Approach WB NB M. M. M. M. M. - 1469 M. M. SB MI MI MI MI MI MI MI MI HCM Control Delay, s 9.3 HCM LOS A 0 1.3 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 813 995 1469 - 0.058 0.034 0.01 - 9.7 8.7 7.5 - AAA - 0.2 0.1 0 Synchro 11 Light Report 100 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Short Background PM Intersection Int Delay, s/veh Movement 2.3 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 711 r t r 21 13 85 33 21 13 85 33 0 0 0 0 Stop Stop Free Free - None - None 100 0 500 ,# 0 0 0 0 85 85 85 85 2 2 13 13 25 15 100 39 M. li 26 26 0 Free 350 85 12 31 Minor1 Major1 Major2 t 45 45 0 Free None 0 0 85 12 53 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 215 100 100 115 6.42 6.22 5.42 5.42 - 3.518 3.318 773 956 924 910 756 956 756 924 890 Approach WB 0 0 139 M. M. - 4.22 M. - 2.308 - 1385 M. - 1385 M. M. NB SB 0 MI MI MI MI MI MI MI HCM Control Delay, s 9.5 HCM LOS A Minor Lane/Major Mvmt 0 2.8 NBT N BRWBLn 1 WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 756 956 1385 - 0.033 0.016 0.022 - 9.9 8.8 7.7 - AAA - 0.1 0 0.1 Synchro 11 Light Report 101 HCM 6th TWSC 5: WCR39 & WCR38 Short Background AM Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 3 3 0 Stop M. 87 18 3 Minor2 4 4 4 0 Stop 0 0 87 18 5 14 14 0 Stop None 87 18 16 9 9 0 Stop M. M. 87 44 10 Minor1 4 0 0 0 Stop 0 0 87 44 0 2 2 0 Stop None MI MI 87 44 2 4 4 0 Free 87 18 5 Major1 4 73 73 0 Free M. 0 0 87 18 84 19 19 0 Free None 87 18 22 18 18 0 Free 87 19 21 Major2 4 59 59 0 Free 0 0 87 19 68 15 15 0 Free None MI 87 19 17 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 225 119 106 7.28 6.28 6.28 3.662 698 848 862 235 119 116 6.68 5.68 5.68 4.162 639 767 770 77 6.38 3.462 941 234 105 129 7.54 6.54 6.54 3.896 641 808 783 232 105 127 6.94 5.94 5.94 4.396 601 734 717 95 85 MI MI 6.64 4.28 3.696 2.362 858 1416 MI M 685 626 941 617 589 858 1416 685 626 - 617 589 845 755 - 805 731 856 767 - 753 706 Approach EB WB MI MI NB 0 0 106 - 4.29 - 2.371 - 1385 - 1385 SB 0 0 HCM Control Delay, s 9.5 HCM LOS A Minor Lane/Major Mvmt NBL 10.6 B 0.3 NBT NBR EBLn1WBLn1 SBL SBT SBR 1.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1416 0.003 7.6 A 0 - - 819 650 1385 - -0.0290.0190.015 0 - 9.5 10.6 7.6 A - ABA - - 0.1 0.1 0 M. 0 A M. Synchro 11 Light Report 102 HCM 6th TWSC 5: WCR39 & WCR38 Short Background PM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 5 5 0 Stop M. 89 18 6 Minor2 4 0 0 0 Stop 0 0 89 18 0 2 2 0 Stop None 89 18 2 4 4 0 Stop M. M. 89 44 4 Minor1 4 0 0 0 Stop 0 0 89 44 0 3 3 0 Stop None MI MI 89 44 3 3 3 0 Free 4 118 118 0 Free M. 0 - 0 89 89 18 18 3 133 Major1 0 0 0 Free None 5 5 0 Free 89 89 18 19 0 6 Major2 4 71 2 71 2 0 0 Free Free - None 0 0 89 19 80 MI 89 19 2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 234 93 141 7.28 6.28 6.28 3.662 688 876 825 232 93 139 6.68 5.68 5.68 4.162 641 788 752 81 6.38 3.462 936 233 139 94 7.54 6.54 6.54 3.896 642 773 819 233 139 94 6.94 5.94 5.94 4.396 600 708 742 133 82 0 0 133 MI 6.64 4.28 3.696 2.362 815 1420 MI M 682 637 936 637 596 815 1420 682 637 - 637 596 874 784 - 771 707 820 750 - 813 738 Approach EB MI MI WB NB - 4.29 - 2.371 - 1353 - 1353 SB 0 0 HCM Control Delay, s 9.9 HCM LOS A Minor Lane/Major Mvmt 10.2 0.2 B NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1420 0.002 7.5 A 0 - - 739 703 1353 - - 0.011 0.011 0.004 0 - 9.9 10.2 7.7 A - ABA - - 0 0 0 M. 0 A M. Synchro 11 Light Report 103 HCM 6th AWSC 6: WCR39 & WCR44 Short Background AM Intersection Intersection Delay, s/veh 8.1 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 3 3 0.91 23 3 0 EB 4 38 6 38 6 0.91 0.91 23 23 42 7 1 0 44 S 44 32 35 9 13 71 30 15 52 2 32 35 9 13 71 30 15 52 2 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 35 38 10 14 78 33 16 57 2 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.2 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.4 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8 A NB 1 WB 1 EB 1 7.9 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 11% 6% 62% 81% 26% 13% Stop Stop 114 47 13 3 71 38 30 6 125 52 1 1 0.149 0.069 4.271 4.783 Yes Yes 842 750 2.284 2.801 0.148 0.069 8 8.2 A A 0.5 0.2 42% 46% 12% Stop 76 32 35 9 84 1 0.111 4.77 Yes 753 2.787 0.112 8.4 A 0.4 22% 75% 3% Stop 69 15 52 2 76 1 0.094 4.464 Yes 805 2.479 0.094 7.9 A 0.3 Synchro 11 Light Report 104 HCM 6th AWSC 6: WCR39 & WCR44 Short Background PM Intersection Intersection Delay, s/veh 8.4 Intersection LOS Movement A EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 0 0 0.91 23 0 0 4 21 5 21 5 0.91 0.91 23 23 23 5 1 0 EB 44 S 44 32 42 14 12 119 28 14 60 5 32 42 14 12 119 28 14 60 5 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 35 46 15 13 131 31 15 66 5 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.1 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.6 A VVBLn1 SBLn1 SB 1 EB 1 WB 1 8.5 A NB 1 WB 1 EB 1 8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 8% 0% 75% 81% 18% 19% Stop Stop 159 26 12 0 119 21 28 5 175 29 1 1 0.209 0.039 4.305 4.889 Yes Yes 835 733 2.321 2.912 0.21 0.04 8.5 8.1 A A 0.8 0.1 36% 48% 16% Stop 88 32 42 14 97 1 0.13 4.843 Yes 742 2.864 0.131 8.6 A 0.4 18% 76% 6% Stop 79 14 60 5 87 1 0.108 4.466 Yes 804 2.484 0.108 8 A 0.4 Synchro 11 Light Report 105 APPENDIX E HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Mid Background AM ." -Niy l 1- t 4\ t t ', ir I Movement EBL EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 142 142 1900 S 44 41 54 98 49 41 54 98 49 1900 1900 1900 1900 4.5 4.5 1.00 1.00 0.97 0.98 0.97 0.97 1597 1632 0.71 0.70 1162 1179 24 24 1900 ii 36 36 1900 4.5 1.00 1.00 0.95 1687 0.07 132 tt 750 750 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 55 55 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 44 44 1900 4.5 1.00 1.00 0.95 1687 0.24 429 tet 1262 1262 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 40 40 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.90 158 0 0 12% 0.90 46 9 255 12% 0.90 60 0 0 12% 0.90 109 0 0 11% 0.90 54 5 185 11% 0.90 27 0 0 11% 0.90 40 0 40 7% 0.90 833 0 833 7% 0.90 0.90 61 49 33 0 28 49 7% 7% 0.90 1402 0 1402 7% 0.90 44 24 20 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 28.2 28.2 0.24 4.5 3.0 Perm NA 8 8 28.2 28.2 0.24 4.5 3.0 pm+pt 5 2 58.1 58.1 0.50 4.5 3.0 NA 2 53.8 53.8 0.46 4.5 3.0 Perm pm+pt 1 2 6 53.8 57.9 53.8 57.9 0.46 0.50 4.5 4.5 3.0 3.0 53.7 53.7 0.46 4.5 3.0 NA Perm 6 6 53.7 53.7 0.46 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 282 c0.22 0.90 42.5 0.16 28.3 34.9 C 34.9 C 287 123 1567 701 260 1564 699 c0.01 0.25 0.01 c0.42 0.16 0.15 0.02 0.09 0.01 0.64 0.33 0.53 0.04 0.19 0.90 0.03 39.3 21.8 22.0 16.9 16.0 28.5 16.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.9 1.5 1.3 0.1 0.4 8.4 0.1 44.2 23.3 23.3 17.0 16.4 36.9 17.0 D C C B B D B 44.2 22.9 35.7 D C D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 32.0 0.77 115.8 60.5% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 B Synchro 11 Light Report 107 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Mid Background AM ." -Niy l 1- t 4\ t t ', ir I Movement EBL EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 218 0 0 125 0 1 0 17 2 0 0 Future Volume (vph) 0 218 0 0 125 0 1 0 17 2 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.87 1.00 Flt Protected 1.00 1.00 1.00 0.95 Satd. Flow (prot) 1863 1863 1620 1770 Flt Permitted 1.00 1.00 0.99 0.74 Satd. Flow (perm) 1863 1863 1609 1386 Peak -hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 0 240 0 0 137 0 1 0 19 2 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 18 0 0 0 0 Lane Group Flow (vph) 0 240 0 0 137 0 0 2 0 0 2 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) NA 4 4 8 28.2 28.2 0.24 4.5 3.0 NA Perm NA Perm NA 8 14 14 14 14 28.2 11.6 11.6 28.2 11.6 11.6 0.24 0.10 0.10 4.5 4.5 4.5 3.0 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 453 c0.13 0.53 38.0 1.00 1.1 39.2 D 39.2 D 453 0.07 0.30 35.8 0.76 0.4 27.5 C 27.5 C 161 0.00 0.01 46.9 1.00 0.1 47.1 D 47.1 D 138 c0.00 0.01 46.9 1.00 0.2 47.1 D 47.1 D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 35.6 HCM 2000 Level of Service D 0.15 115.8 Sum of lost time (s) 18.0 23.1% ICU Level of Service A 15 Synchro 11 Light Report 108 Timing Report, Sorted By Phase 1: US85 & WCR32 Mid Background AM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 57 37 19 48 37 16 Maximum Split (°/0) 8.3% 47.5% 30.8% 15.8% 40.0% 30.8% 13.3% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 67 0 19 67 104 End Time (s) 10 67 104 19 67 104 0 Yield/Force Off (s) 5.5 62.5 99.5 14.5 62.5 99.5 115.5 Yield/Force Off 170(s) 5.5 51.5 88.5 14.5 51.5 88.5 115.5 Local Start Time (s) 101 111 48 101 0 48 85 Local Yield (s) 106.5 43.5 80.5 115.5 43.5 80.5 96.5 Local Yield 170(s) 106.5 32.5 69.5 115.5 32.5 69.5 96.5 Intersection Summary Cycle Length Control Type Natural Cycle 120 Semi Act-Uncoord 110 Splits and Phases: 1: US85 & WCR32 s i =1 402 =1 -12 712 —DP —00. 37 =1 0 5 =1 B;JI !D --1 =1t. (I 14r 1-- 4-- I ! 4°;-: s _ _ _ Synchro 11 Light Report 109 Queues 1: US85 & WCR32 Mid Background AM 4\ t t \D ir I Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 264 190 40 833 61 49 1402 44 v/c Ratio 0.89 0.64 0.25 0.53 0.08 0.18 0.88 0.06 Control Delay 37.6 47.9 17.8 24.6 1.6 15.8 37.3 0.1 Queue Delay 0.0 0.1 48.3 0.0 0.0 0.0 0.0 2.1 Total Delay 37.6 47.9 66.1 24.6 1.6 15.8 37.3 2.2 Queue Length 50th (ft) 71 123 15 248 0 18 551 0 Queue Length 95th (ft) #329 205 33 312 10 38 #737 0 Internal Link Dist (ft) 2 2980 1209 1023 Turn Bay Length (ft) 400 400 750 750 Base Capacity (vph) 342 343 269 1566 751 274 1589 782 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 3 224 0 0 0 0 652 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.77 0.56 0.89 0.53 0.08 0.18 0.88 0.34 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 110 Queues 12: Vasquez & WCR32 Mid Background AM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 240 137 20 2 v/c Ratio 0.52 0.30 0.07 0.01 Control Delay 41.6 28.2 0.5 49.5 Queue Delay 0.4 0.0 0.0 0.0 Total Delay 42.0 28.2 0.5 49.5 Queue Length 50th (ft) 156 62 0 1 Queue Length 95th (ft) 237 98 0 10 Internal Link Dist (ft) 1383 2 1063 937 Turn Bay Length (ft) Base Capacity (vph) 535 535 286 140 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 67 0 4 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.51 0.26 0.07 0.01 Intersection Summary Synchro 11 Light Report 111 HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Mid Background PM ." Movement EBL -Niy l 1- t 4\ t t ', ir I EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 198 31 48 77 47 198 31 48 77 47 1900 1900 1900 1900 1900 4.5 4.5 1.00 1.00 0.98 0.96 0.97 0.98 1600 1613 0.64 0.78 1063 1293 46 46 1900 ) tt 41 1409 41 1409 1900 1900 4.5 4.5 1.00 0.95 1.00 1.00 0.95 1.00 1687 3374 0.15 1.00 262 3374 59 59 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 li 26 26 1900 4.5 1.00 1.00 0.95 1687 0.06 109 tet 943 943 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 49 49 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.94 211 0 0 12% 0.94 33 5 290 12% 0.94 0.94 51 82 0 0 0 0 12% 11% 0.94 50 9 172 11% 0.94 49 0 0 11% 0.94 44 0 44 7% 0.94 1499 0 1499 7% 0.94 63 34 29 7% 0.94 28 0 28 7% 0.94 1003 0 1003 7% 0.94 52 29 23 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 41.2 41.2 0.28 4.5 3.0 Perm NA 8 8 41.2 41.2 0.28 4.5 3.0 pm+pt 5 2 74.3 74.3 0.50 4.5 3.0 NA Perm pm+pt 2 1 2 6 68.1 68.1 68.3 68.1 68.1 68.3 0.46 0.46 0.46 4.5 4.5 4.5 3.0 3.0 3.0 NA Perm 6 6 65.1 65.1 65.1 65.1 0.44 0.44 4.5 4.5 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 295 c0.27 0.98 53.0 0.21 44.8 56.2 E 56.2 E 359 191 1552 694 84 1484 663 c0.01 c0.44 0.01 0.30 0.13 0.11 0.02 0.15 0.02 0.48 0.23 0.97 0.04 0.33 0.68 0.03 44.5 22.8 38.8 22.0 32.4 33.0 23.6 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.6 16.0 0.1 2.3 2.5 0.1 45.5 23.5 54.9 22.1 34.8 35.5 23.7 D C D C C D C 45.5 52.7 34.9 D D C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 46.5 0.83 148.0 68.6% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service D 18.0 C Synchro 11 Light Report 112 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Mid Background PM ." -Niy l 1- t 4\ t t ', ir I Movement EBL EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 0 252 1 0 137 0 1 1 25 0 0 2 0 252 1 0 137 0 1 1 25 0 0 2 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 4.5 4.5 4.5 4.5 1.00 1.00 1.00 1.00 1.00 1.00 0.87 0.86 1.00 1.00 1.00 1.00 1862 1863 1626 1611 1.00 1.00 1.00 1.00 1862 1863 1621 1611 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) 0.94 0 0 0 0.94 268 0 269 0.94 0.94 1 0 0 0 0 0 0.94 146 0 146 0.94 0 0 0 0.94 0.94 0.94 1 1 27 0 24 0 0 5 0 0.94 0 0 0 0.94 0 2 0 0.94 2 0 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) 4 NA 4 41.2 41.2 0.28 4.5 3.0 8 NA 8 41.2 41.2 0.28 4.5 3.0 Perm NA 14 14 17.5 17.5 0.12 4.5 3.0 14 NA 14 17.5 17.5 0.12 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 518 c0.14 0.52 45.0 1.00 0.9 45.9 D 45.9 D 518 0.08 0.28 41.8 0.83 0.3 35.2 D 35.2 D 191 c0.00 0.03 57.7 1.00 0.3 58.0 E 58.0 E 190 0.00 0.00 57.5 1.00 0.0 57.6 E 57.6 E HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 43.2 0.17 148.0 25.0% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service D 18.0 A Synchro 11 Light Report 113 Timing Report, Sorted By Phase 1: US85 & WCR32 Mid Background PM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 71 47 14 67 47 22 Maximum Split (°/0) 6.7% 47.3% 31.3% 9.3% 44.7% 31.3% 14.7% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 81 0 14 81 128 End Time (s) 10 81 128 14 81 128 0 Yield/Force Off (s) 5.5 76.5 123.5 9.5 76.5 123.5 145.5 Yield/Force Off 170(s) 5.5 65.5 112.5 9.5 65.5 112.5 145.5 Local Start Time (s) 136 146 67 136 0 67 114 Local Yield (s) 141.5 62.5 109.5 145.5 62.5 109.5 131.5 Local Yield 170(s) 141.5 51.5 98.5 145.5 51.5 98.5 131.5 Intersection Summary Cycle Length Control Type Natural Cycle 150 Semi Act-Uncoord 150 Splits and Phases: 1: US85 & WCR32 \Din 1 402 =17' !1 ci4 10 s 71 s i C 47 s =1 05 =1 if (7j6 _1 -12 cis 14s[67 I F[47s 122s Synchro 11 Light Report 114 Queues 1: US85 & WCR32 Mid Background PM Lane Group 4- EBT WBT NBL NBT NBR SBL SBT SBR 4\ t t ', ir I Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 295 0.97 56.8 0.0 56.8 281 #480 7 314 0 0 0 0.94 181 44 1499 63 28 1003 52 0.49 0.22 0.95 0.08 0.26 0.68 0.07 46.3 21.2 52.3 3.6 24.5 36.5 2.3 0.1 161.9 0.0 0.0 0.0 0.0 53.4 46.3 183.1 52.3 3.6 24.5 36.5 55.8 138 21 -767 0 13 414 0 218 43 #941 21 31 506 13 2980 1209 1023 400 400 750 750 384 225 1571 743 109 1481 705 0 0 0 0 0 0 0 6 211 0 0 0 0 650 0 0 0 0 0 0 0 0.48 3.14 0.95 0.08 0.26 0.68 0.95 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. Synchro 11 Light Report 115 Queues 12: Vasquez & WCR32 Mid Background PM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 269 146 29 2 v/c Ratio 0.51 0.28 0.13 0.00 Control Delay 48.5 36.2 22.7 0.0 Queue Delay 0.1 0.0 0.3 0.0 Total Delay 48.6 36.2 23.0 0.0 Queue Length 50th (ft) 222 88 2 0 Queue Length 95th (ft) 316 147 34 0 Internal Link Dist (ft) 1383 7 1063 980 Turn Bay Length (ft) Base Capacity (vph) 542 542 217 974 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 13 0 45 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.51 0.27 0.17 0.00 Intersection Summary Synchro 11 Light Report 116 HCM 6th TWSC 2: WCR35 & WCR32 Mid Background AM Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 7 7 0 Free M. 90 15 8 Major/Minor Major1 4 114 114 0 Free 0 0 90 15 127 10 10 0 Free None 90 15 11 4 4 0 Free M. 90 14 4 Major2 4 108 108 0 Free 0 0 90 14 120 1 2 1 2 0 0 Free Stop None - MI MI 90 90 14 9 1 2 4 0 0 0 Stop M. 0 0 90 9 0 1 4 1 4 0 0 Stop Stop None - 90 90 9 13 1 4 Minor1 Minor2 4 0 0 0 Stop 0 0 90 13 0 6 6 0 Stop None MI 90 13 7 Conflicting Flow All 121 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1390 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1390 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 138 0 0 281 278 133 278 283 - - - 149 149 - 129 129 - - - 132 129 - 149 154 - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 657 618 898 653 608 901 - - - 837 761 - 849 769 - - - 855 776 - 828 750 - 4.24 - 2.326 - 1375 - 1375 M. M. WB MI 121 6.33 M. M. - 648 612 898 648 603 901 - 648 612 - 648 603 - 832 756 - 844 767 - 846 774 - 822 746 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt 0.3 10.1 9.7 B A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 714 1390 0.005 0.006 10.1 7.6 0 B A A 0 0 - 1375 - 0.003 - 7.6 0 - A A - 0 - 779 - 0.014 - 9.7 - A - 0 Synchro 11 Light Report 117 HCM 6th TWSC 2: WCR35 & WCR32 Mid Background PM Intersection Int Delay, s/veh Movement 1.1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 12 12 0 Free M. 85 15 14 Major/Minor Major1 101 2 0 97 101 2 0 97 0 0 0 0 Free Free Free Free - None - 0 0 85 15 119 100 15 2 M. M. 85 14 0 Major2 0 0 85 14 114 1 5 1 5 0 0 Free Stop None - MI MI 85 85 14 9 1 6 0 1 0 0 10 0 1 0 0 10 0 0 0 0 0 Stop Stop Stop Stop Stop None - - None M. 0 0 85 9 0 85 85 9 13 1 0 Minor1 Minor2 0 0 85 13 0 MI 85 13 12 Conflicting Flow All 115 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1397 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1397 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 121 0 0 269 263 120 264 264 - 148 148 - 115 115 - 121 115 - 149 149 - 7.19 6.59 6.29 7.23 6.63 - 6.19 5.59 - 6.23 5.63 - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 670 630 913 667 623 909 - 838 761 - 864 780 - 867 787 - 828 753 M. M. - 4.24 M. - 2.326 - 1395 M. - 1395 M. M. WB MI 115 6.33 M. M. - 656 623 913 660 616 909 - 656 623 - 660 616 - 829 753 - 854 780 - 856 787 - 818 745 NB SB M. HCM Control Delay, s 0.8 HCM LOS Minor Lane/Major Mvmt 0 10.3 9 B A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 688 1397 0.01 0.01 10.3 7.6 0 B A A 0 0 - 1395 - - 909 - - - - 0.013 - 0 - - 9 - A - - A - 0 - - 0 Synchro 11 Light Report 118 HCM 6th AWSC 3: WCR39 & WCR32 Mid Background AM Intersection Intersection Delay, s/veh 8.2 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach S 44 S 44 29 36 23 1 53 4 22 26 0 7 62 43 29 36 23 1 53 4 22 26 0 7 62 43 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 15 15 15 23 23 23 13 13 13 12 12 12 34 42 27 1 62 5 26 31 0 8 73 51 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.3 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.3 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.2 A NB 1 WB 1 EB 1 8.2 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 46% 33% 54% 41% 0% 26% Stop Stop 48 88 22 29 26 36 0 23 56 104 1 1 0.075 0.132 4.775 4.585 Yes Yes 752 784 2.794 2.603 0.074 0.133 8.2 8.3 A A 0.2 0.5 2% 6% 91% 55% 7% 38% Stop Stop 58 112 1 7 53 62 4 43 68 132 1 1 0.091 0.16 4.813 4.369 Yes Yes 746 824 2.832 2.385 0.091 0.16 8.3 8.2 A A 0.3 0.6 Synchro 11 Light Report 119 HCM 6th AWSC 3: WCR39 & WCR32 Mid Background PM Intersection Intersection Delay, s/veh 8.2 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 34 32 22 1 44 26 19 66 1 6 50 19 34 32 22 1 44 26 19 66 1 6 50 19 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 15 15 15 23 23 23 13 13 13 12 12 12 35 33 23 1 46 27 20 69 1 6 52 20 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.2 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.1 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.3 A NB 1 WB 1 EB 1 8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 22% 39% 77% 36% 1% 25% Stop Stop 86 88 19 34 66 32 1 22 90 92 1 1 0.115 0.116 4.64 4.564 Yes Yes 775 787 2.654 2.579 0.116 0.117 8.3 8.2 A A 0.4 0.4 1% 8% 62% 67% 37% 25% Stop Stop 71 75 1 6 44 50 26 19 74 78 1 1 0.094 0.097 4.577 4.465 Yes Yes 785 805 2.591 2.48 0.094 0.097 8.1 8 A A 0.3 0.3 Synchro 11 Light Report 120 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Mid Background AM Intersection Int Delay, s/veh 3.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 44 44 0 Stop M. 100 ,# 0 0 85 2 52 Major/Minor Minor1 32 32 0 Stop None 0 85 2 38 t 65 65 0 Free 0 0 85 13 76 ri 2 2 0 Free None 500 M. 85 13 2 li 14 14 0 Free 350 85 12 16 Major1 Major2 t 67 67 0 Free None 0 0 85 12 79 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 187 76 111 6.42 6.22 5.42 5.42 - 3.518 3.318 802 985 947 914 793 985 793 947 904 Approach WB 76 0 0 78 NB M. M. - 4.22 M. - 2.308 - 1459 M. M. - 1459 M. M. SB 0 MI MI MI MI MI MI MI MI HCM Control Delay, s 9.4 HCM LOS A 0 1.3 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 793 985 1459 - 0.065 0.038 0.011 - 9.9 8.8 7.5 - AAA - 0.2 0.1 0 Synchro 11 Light Report 121 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Mid Background PM Intersection Int Delay, s/veh Movement 2.3 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 23 23 0 Stop M. 100 ,# 0 0 85 2 27 14 14 0 Stop None 0 85 2 16 t 95 95 0 Free 0 0 85 13 112 ri 37 37 0 Free None 500 M. 85 13 44 li 29 29 0 Free 350 85 12 34 Minor1 Major1 Major2 t 50 50 0 Free None 0 0 85 12 59 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 239 112 112 127 6.42 6.22 5.42 5.42 - 3.518 3.318 749 941 913 899 730 941 730 913 877 Approach WB 0 0 156 M. M. - 4.22 M. - 2.308 - 1365 M. - 1365 MI M. M. NB SB 0 MI MI MI MI MI MI MI HCM Control Delay, s 9.6 HCM LOS A Minor Lane/Major Mvmt 0 2.8 NBT N BRWBLn 1 WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 730 941 1365 - 0.037 0.018 0.025 - 10.1 8.9 7.7 - B A A - 0.1 0.1 0.1 Synchro 11 Light Report 122 HCM 6th TWSC 5: WCR39 & WCR38 Mid Background AM Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 4 4 0 Stop M. 87 18 5 Minor2 4 5 5 0 Stop 0 0 87 18 6 16 16 0 Stop None 87 18 18 10 10 0 Stop M. 4 0 0 0 Stop 0 - 0 87 87 44 44 11 0 Minor1 2 2 0 Stop None MI MI 87 44 2 5 5 0 Free 87 18 6 Major1 4 82 82 0 Free M. 0 0 87 18 94 22 22 0 Free None 20 20 0 Free 87 87 18 19 25 23 Major2 4 66 66 0 Free 0 0 87 19 76 17 17 0 Free None MI 87 19 20 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 252 132 120 7.28 6.28 6.28 3.662 669 834 847 263 132 131 6.68 5.68 5.68 4.162 616 757 758 86 6.38 3.462 930 263 119 144 7.54 6.54 6.54 3.896 612 793 768 261 119 142 6.94 5.94 5.94 4.396 578 723 706 107 96 0 0 119 MI MI 6.64 4.28 3.696 2.362 844 1403 MI M 656 602 930 585 565 844 1403 656 602 - 585 565 830 743 - 789 719 840 754 - 734 693 Approach EB WB NB - 4.29 - 2.371 - 1370 - 1370 SB 0 0 HCM Control Delay, s 9.7 HCM LOS A Minor Lane/Major Mvmt NBL 11 B 0.3 NBT NBR EBLn1WBLn1 SBL SBT SBR 1.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1403 0.004 7.6 A 0 - - 791 617 1370 - - 0.036 0.022 0.017 0 - 9.7 11 7.7 A - ABA - - 0.1 0.1 0.1 M. 0 A M. Synchro 11 Light Report 123 HCM 6th TWSC 5: WCR39 & WCR38 Mid Background PM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 4 6 0 2 6 0 2 0 0 0 Stop Stop Stop - - None 89 18 7 Minor2 0 0 89 18 0 89 18 2 5 5 0 Stop M. 89 44 6 Minor1 4 0 0 0 Stop 0 0 89 44 0 4 4 0 Stop None MI MI 89 44 4 4 4 0 Free 0 - 0 89 89 18 18 4 147 Major1 131 0 6 79 2 131 0 6 79 2 0 0 0 0 0 Free Free Free Free Free None - - None - - 0 - - - 0 - 89 89 89 89 18 19 19 19 0 7 89 2 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 261 104 157 7.28 6.28 6.28 3.662 660 864 809 259 104 155 6.68 5.68 5.68 4.162 619 779 740 90 6.38 3.462 925 260 155 105 7.54 6.54 6.54 3.896 615 757 808 260 155 105 6.94 6.64 4.28 5.94 5.94 - 4.396 3.696 2.362 579 800 1409 696 734 147 91 0 0 147 MI MI MI M 652 613 925 609 574 800 1409 652 613 - 609 574 861 774 - 755 694 802 738 - 801 730 Approach EB WB MI NB - 4.29 - 2.371 - 1337 - 1337 SB 0 0 HCM Control Delay, s 10.2 HCM LOS B Minor Lane/Major Mvmt 10.4 B 0.2 NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1409 0.003 7.6 0 A A 0 - 704 681 1337 - 0.013 0.015 0.005 - 10.2 10.4 7.7 - B B A - 0 0 0 M. 0 A M. Synchro 11 Light Report 124 HCM 6th AWSC 6: WCR39 & WCR44 Mid Background AM Intersection Intersection Delay, s/veh 8.3 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 4 4 0.91 23 4 0 EB 4 42 7 42 7 0.91 0.91 23 23 46 8 1 0 44 S 44 36 38 10 14 79 34 17 58 2 36 38 10 14 79 34 17 58 2 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 40 42 11 15 87 37 19 64 2 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.3 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.5 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.2 A NB 1 WB 1 EB 1 8.1 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 11% 8% 62% 79% 27% 13% Stop Stop 127 53 14 4 79 42 34 7 140 58 1 1 0.167 0.078 4.319 4.852 Yes Yes 833 740 2.334 2.872 0.168 0.078 8.2 8.3 A A 0.6 0.3 43% 45% 12% Stop 84 36 38 10 92 1 0.124 4.837 Yes 743 2.855 0.124 8.5 A 0.4 22% 75% 3% Stop 77 17 58 2 85 1 0.106 4.525 Yes 794 2.542 0.107 8.1 A 0.4 Synchro 11 Light Report 125 HCM 6th AWSC 6: WCR39 & WCR44 Mid Background PM Intersection Intersection Delay, s/veh 8.6 Intersection LOS Movement A EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 0 0 0.91 23 0 0 4 23 6 23 6 0.91 0.91 23 23 25 7 1 0 EB 36 47 16 13 132 31 16 67 6 36 47 16 13 132 31 16 67 6 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 40 52 18 14 145 34 18 74 7 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.2 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.8 A VVBLn1 SBLn1 SB 1 EB 1 WB 1 8.7 A NB 1 WB 1 EB 1 8.2 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 7% 0% 75% 79% 18% 21% Stop Stop 176 29 13 0 132 23 31 6 193 32 1 1 0.234 0.044 4.361 4.969 Yes Yes 824 721 2.381 3 0.234 0.044 8.7 8.2 A A 0.9 0.1 36% 47% 16% Stop 99 36 47 16 109 1 0.149 4.916 Yes 730 2.942 0.149 8.8 A 0.5 18% 75% 7% Stop 89 16 67 6 98 1 0.123 4.53 Yes 792 2.554 0.124 8.2 A 0.4 Synchro 11 Light Report 126 APPENDIX F HCM 6th Signalized Intersection Summary 1: US85 & WCR32 Full Background AM Movement ." 'iy I 1- t 4\ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 150 150 0 1.00 1.00 1722 167 0.90 12 297 0.09 1640 1+ 43 43 0 1.00 No 1722 48 0.90 12 130 0.08 1534 57 57 0 1.00 1.00 1722 5 0.90 12 14 0.08 160 li 104 104 0 1.00 1.00 1737 116 0.90 11 302 0.08 1654 1+ 52 52 0 1.00 No 1737 58 0.90 11 109 0.07 1548 25 25 0 1.00 1.00 38 38 0 1.00 1.00 1737 1796 6 42 0.90 0.90 11 7 11 234 0.07 0.04 160 1711 tt 794 794 0 1.00 No 1796 882 0.90 7 1825 0.53 3413 58 58 0 1.00 1.00 1796 5 0.90 7 814 0.53 1522 li 47 47 0 1.00 1.00 1796 52 0.90 7 405 0.05 1711 tet 1336 1336 0 1.00 No 1796 1484 0.90 7 1844 0.54 3413 42 42 0 1.00 1.00 1796 6 0.90 7 822 0.54 1522 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 167 0 53 116 0 64 42 882 5 52 1484 6 1640 0 1693 1654 0 1708 1711 1706 1522 1711 1706 1522 6.5 0.0 2.1 4.5 0.0 2.5 0.8 11.4 0.1 0.9 24.8 0.1 6.5 0.0 2.1 4.5 0.0 2.5 0.8 11.4 0.1 0.9 24.8 0.1 1.00 0.09 1.00 0.09 1.00 1.00 1.00 1.00 297 0 144 302 0 120 234 1825 814 405 1844 822 0.56 0.00 0.37 0.38 0.00 0.53 0.18 0.48 0.01 0.13 0.80 0.01 297 0 567 302 0 548 300 1825 814 461 1844 822 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 27.4 0.0 30.3 27.3 0.0 31.5 11.4 10.2 7.6 7.4 13.1 7.4 2.4 0.0 1.6 0.8 0.0 3.6 0.4 0.9 0.0 0.1 3.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.7 0.0 0.9 1.8 0.0 1.1 0.3 3.9 0.0 0.3 9.0 0.0 29.9 C 0.0 31.9 28.1 A C C 0.0 35.1 11.7 A D B 11.2 7.6 7.5 17.0 7.5 B A A B A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 220 30.4 C 2 3 180 30.6 C 4 5 929 11.2 B 6 7 8 1542 16.6 B Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p_c), s Intersection Summary 7.7 4.5 5.5 2.9 0.0 42.0 4.5 37.5 13.4 6.8 10.0 4.5 5.5 6.5 0.0 10.4 7.3 4.5 4.5 23.5 5.5 4.1 2.8 0.2 0.0 42.4 4.5 37.5 26.8 7.4 11.0 4.5 6.5 8.5 0.0 9.4 4.5 22.5 4.5 0.2 HCM 6th Ctrl Delay HCM 6th LOS 16.8 B Synchro 11 Light Report 128 Timing Report, Sorted By Phase 1: US85 & WCR32 Full Background AM Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 42 10 28 10 42 11 27 Maximum Split C/0) 11.1% 46.7% 11.1% 31.1% 11.1% 46.7% 12.2% 30.0% Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 52 62 0 10 52 63 End Time (s) 10 52 62 0 10 52 63 0 Yield/Force Off (s) 5.5 47.5 57.5 85.5 5.5 47.5 58.5 85.5 Yield/Force Off 170(s) 5.5 36.5 57.5 74.5 5.5 36.5 58.5 74.5 Local Start Time (s) 80 0 42 52 80 0 42 53 Local Yield (s) 85.5 37.5 47.5 75.5 85.5 37.5 48.5 75.5 Local Yield 170(s) 85.5 26.5 47.5 64.5 85.5 26.5 48.5 64.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 0 to2 co 3 -ri :- .4\ 9 IC 16 ik • 7 E I: Inc 42_, V 11r 7 -;_. V . Synchro 11 Light Report 129 Queues 1: US85 & WCR32 Full Background AM is -IP• i 4- 4\ t P \DP ir I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 167 111 116 86 42 882 64 52 1484 47 v/c Ratio 0.68 0.43 0.48 0.41 0.19 0.47 0.07 0.14 0.79 0.05 Control Delay 38.9 21.1 29.9 29.0 8.2 12.7 0.4 7.1 19.8 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.9 21.1 29.9 29.0 8.2 12.7 0.4 7.1 19.8 0.1 Queue Length 50th (ft) 65 21 44 27 7 140 0 8 311 0 Queue Length 95th (ft) #121 66 85 68 20 211 3 23 #509 0 Internal Link Dist (ft) 825 2980 1209 1023 Turn Bay Length (ft) 300 300 400 400 750 750 Base Capacity (vph) 245 562 242 540 226 1872 893 372 1872 893 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.68 0.20 0.48 0.16 0.19 0.47 0.07 0.14 0.79 0.05 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 130 HCM 6th Signalized Intersection Summary 1: US85 & WCR32 Full Background PM Movement ." 'iy I 1- t 4\ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 210 210 0 1.00 1.00 1722 223 0.94 12 329 0.14 1640 33 51 81 50 48 43 33 51 81 50 48 43 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1722 1722 1737 1737 1737 1796 1796 35 18 86 53 21 46 1586 0.94 0.94 0.94 0.94 0.94 0.94 0.94 12 12 11 11 11 7 7 155 80 255 78 31 331 2011 0.14 0.14 0.06 0.07 0.07 0.04 0.59 1072 551 1654 1184 469 1711 3413 tt r 1491 62 1491 62 0 0 1.00 1.00 1796 5 0.94 7 897 0.59 1522 li 28 28 0 1.00 1.00 1796 30 0.94 7 190 0.03 1711 tet 998 998 0 1.00 No 1796 1062 0.94 7 1985 0.58 3413 52 52 0 1.00 1.00 1796 5 0.94 7 885 0.58 1522 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 223 0 53 86 0 74 46 1586 5 30 1640 0 1623 1654 0 1653 1711 1706 1522 1711 12.5 0.0 3.0 4.9 0.0 4.5 1.1 36.5 0.1 0.7 12.5 0.0 3.0 4.9 0.0 4.5 1.1 36.5 0.1 0.7 1.00 0.34 1.00 0.28 1.00 1.00 1.00 329 0 235 255 0 109 331 2011 897 190 0.68 0.00 0.23 0.34 0.00 0.68 0.14 0.79 0.01 0.16 330 0 436 306 0 363 362 2011 897 234 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 35.7 0.0 38.7 41.1 0.0 46.7 9.7 16.1 8.7 14.8 5.5 0.0 0.5 0.8 0.0 7.3 0.2 3.2 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.4 0.0 1.2 2.0 0.0 2.1 0.4 13.9 0.0 0.3 41.2 D 0.0 39.1 41.8 A D D 0.0 54.0 9.9 A D A 1062 1706 19.3 19.3 1985 0.54 1985 1.00 1.00 13.0 1.0 0.0 7.2 19.4 8.7 15.2 14.0 B A B 5 1522 0.1 0.1 1.00 885 0.01 885 1.00 1.00 9.0 0.0 0.0 0.0 9.0 B A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 276 40.8 D 160 47.5 D 2 3 4 5 6 1637 19.1 B 7 8 1097 14.0 B Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p_c), s Intersection Summary 7.4 4.5 5.5 2.7 0.0 64.8 4.5 59.5 38.5 12.9 10.8 4.5 9.5 6.9 0.0 19.3 4.5 27.5 5.0 0.2 8.1 64.0 4.5 4.5 5.5 59.5 3.1 21.3 0.0 9.9 18.9 4.5 14.5 14.5 0.0 11.2 4.5 22.5 6.5 0.3 HCM 6th Ctrl Delay HCM 6th LOS 20.6 C Synchro 11 Light Report 131 Timing Report, Sorted By Phase 1: US85 & WCR32 Full Background PM Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 64 14 32 10 64 19 27 Maximum Split C/0) 8.3% 53.3% 11.7% 26.7% 8.3% 53.3% 15.8% 22.5% Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 74 88 0 10 74 93 End Time (s) 10 74 88 0 10 74 93 0 Yield/Force Off (s) 5.5 69.5 83.5 115.5 5.5 69.5 88.5 115.5 Yield/Force Off 170(s) 5.5 58.5 83.5 104.5 5.5 58.5 88.5 104.5 Local Start Time (s) 110 0 64 78 110 0 64 83 Local Yield (s) 115.5 59.5 73.5 105.5 115.5 59.5 78.5 105.5 Local Yield 170(s) 115.5 48.5 73.5 94.5 115.5 48.5 78.5 94.5 Intersection Summary Cycle Length Control Type Natural Cycle 120 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 —Din 4 w � I a -' 2_. I Li n jik . I:17 4- )7 [ I 11i S I 64s 19 s Synchro 11 Light Report 132 Queues 1: US85 & WCR32 Full Background PM Lane Group is -IP• i 4- 4\ t P \DP ir I EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 223 89 86 104 46 1586 66 30 1062 55 v/c Ratio 0.71 0.29 0.35 0.57 0.16 0.80 0.07 0.19 0.55 0.06 Control Delay 46.4 21.7 34.4 43.4 9.2 22.6 0.1 10.6 16.8 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.4 21.7 34.4 43.4 9.2 22.6 0.1 10.6 16.8 0.1 Queue Length 50th (ft) 131 22 46 45 11 459 0 7 237 0 Queue Length 95th (ft) 206 68 86 101 27 637 0 20 334 0 Internal Link Dist (ft) 892 2980 1209 1023 Turn Bay Length (ft) 300 300 400 400 750 750 Base Capacity (vph) 319 445 261 369 281 1984 943 157 1920 917 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.70 0.20 0.33 0.28 0.16 0.80 0.07 0.19 0.55 0.06 Intersection Summary Synchro 11 Light Report 133 HCM 6th TWSC 2: WCR35 & WCR32 Full Background AM Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 8 8 0 Free M. 90 15 9 Major/Minor Major1 121 9 5 114 121 9 5 114 0 0 0 0 Free Free Free Free - None - 0 0 90 15 134 90 15 10 M. 90 14 6 Major2 0 0 90 14 127 1 3 1 3 0 0 Free Stop None - MI MI 90 90 14 9 1 3 4 0 0 0 Stop M. 0 0 90 9 0 1 5 1 5 0 0 Stop Stop None - 90 90 9 13 1 6 Minor1 Minor2 4 0 0 0 Stop 0 0 90 13 0 6 6 0 Stop None MI 90 13 7 Conflicting Flow All 128 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1381 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1381 Mov Cap -2 Maneuver Stage 1 Stage 2 Approach EB 0 0 144 0 0 300 297 139 298 302 - - - 157 157 - 140 140 - - - 143 140 - 158 162 - - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - -3.581 4.081 3.381 3.617 4.117 3.417 - - 639 603 891 633 593 893 - - - 829 755 - 837 760 - - - 843 768 - 819 744 - 4.24 - 2.326 - 1368 - 1368 M. M. WB MI 128 6.33 M. M. - 628 596 891 627 586 893 - 628 596 - 627 586 - 823 750 - 831 756 - 833 764 - 812 739 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt 0.3 10.3 9.9 B A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 678 1381 0.007 0.006 10.3 7.6 0 B A A 0 0 - 1368 - 0.004 - 7.6 - A - 0 - - 749 - - 0.016 0 - 9.9 A - A - - 0.1 Synchro 11 Light Report 134 HCM 6th TWSC 2: WCR35 & WCR32 Full Background PM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 13 13 0 Free M. 85 15 15 Major/Minor Major1 4 107 107 0 Free 0 0 85 15 126 2 2 0 Free None 100 15 2 0 0 0 Free M. M. 85 14 0 Major2 4 103 103 0 Free 1 6 1 6 0 0 Free Stop None - 0 - - 0 - - 85 85 85 14 14 9 121 1 7 0 1 0 0 9 0 1 0 0 9 0 0 0 0 0 Stop Stop Stop Stop Stop None - - None M. 0 0 85 9 0 85 85 9 13 1 0 Minor1 Minor2 0 0 85 13 0 MI 85 13 11 Conflicting Flow All 122 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1388 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1388 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 128 0 0 284 279 127 280 280 - 157 157 - 122 122 - 127 122 - 158 158 - 7.19 6.59 6.29 7.23 6.63 - 6.19 5.59 - 6.23 5.63 - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 654 617 905 651 610 900 - 829 755 - 856 774 - 860 782 - 819 747 M. M. - 4.24 M. - 2.326 - 1387 M. - 1387 M. M. WB MI 122 6.33 M. M. - 640 610 905 644 603 900 - 640 610 - 644 603 - 819 746 - 846 774 - 850 782 - 808 738 NB SB M. HCM Control Delay, s 0.8 HCM LOS Minor Lane/Major Mvmt 0 10.5 B NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 9 A Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 668 1388 0.012 0.011 10.5 7.6 0 B A A 0 0 - 1387 - - 900 - - - - 0.012 - 0 - - 9 - A - - A - 0 - - 0 Synchro 11 Light Report 135 HCM 6th AWSC 3: WCR39 & WCR32 Full Background AM Intersection Intersection Delay, s/veh 8.3 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 30 38 24 1 56 4 23 28 0 8 66 46 30 38 24 1 56 4 23 28 0 8 66 46 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 15 15 15 23 23 23 13 13 13 12 12 12 35 45 28 1 66 5 27 33 0 9 78 54 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.4 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.4 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.2 A NB 1 WB 1 EB 1 8.3 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 45% 33% 55% 41% 0% 26% Stop Stop 51 92 23 30 28 38 0 24 60 108 1 1 0.08 0.139 4.806 4.62 Yes Yes 746 777 2.829 2.642 0.08 0.139 8.2 8.4 A A 0.3 0.5 2% 7% 92% 55% 7% 38% Stop Stop 61 120 1 8 56 66 4 46 72 141 1 1 0.097 0.172 4.852 4.396 Yes Yes 740 817 2.874 2.416 0.097 0.173 8.4 8.3 A A 0.3 0.6 Synchro 11 Light Report 136 HCM 6th AWSC 3: WCR39 & WCR32 Full Background PM Intersection Intersection Delay, s/veh 8.2 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 36 36 0.96 15 38 0 EB 34 23 1 47 28 20 70 1 6 53 20 34 23 1 47 28 20 70 1 6 53 20 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 15 15 23 23 23 13 13 13 12 12 12 35 24 1 49 29 21 73 1 6 55 21 1 0 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.3 A EB 1 NB 1 SB 1 8.1 A NBLn1 EBLn1 WBLn1 SBLn1 SB 1 EB 1 WB 1 8.3 A NB 1 WB 1 EB 1 8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 22% 39% 77% 37% 1% 25% Stop Stop 91 93 20 36 70 34 1 23 95 97 1 1 0.123 0.124 4.672 4.596 Yes Yes 769 782 2.689 2.614 0.124 0.124 8.3 8.3 A A 0.4 0.4 1% 8% 62% 67% 37% 25% Stop Stop 76 79 1 6 47 53 28 20 79 82 1 1 0.101 0.103 4.605 4.498 Yes Yes 780 798 2.625 2.516 0.101 0.103 8.1 8 A A 0.3 0.3 Synchro 11 Light Report 137 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Full Background AM Intersection Int Delay, s/veh Movement 3.7 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 47 47 0 Stop M. 100 ,# 0 0 85 2 55 34 34 0 Stop None 0 85 2 40 t 69 69 0 Free 0 0 85 85 13 13 81 4 ri 3 3 0 Free None 500 M. 15 15 0 Free 350 85 12 18 Minor1 Major1 Major2 t 71 71 0 Free None 0 0 85 12 84 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 201 81 0 0 85 0 81 - - - 120 - - - 6.42 6.22 - 5.42 - - - 5.42 - - - 3.518 3.318 - - 2.308 788 979 - - 1451 942 - - - 905 - - - 779 979 779 942 894 Approach WB NB - 4.22 - 1451 M. M. SB MI MI MI MI MI MI HCM Control Delay, s 9.5 HCM LOS A 0 1.3 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 779 979 1451 - 0.071 0.041 0.012 - 10 8.8 7.5 - B A A - 0.2 0.1 0 Synchro 11 Light Report 138 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Full Background PM Intersection Int Delay, s/veh 2.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor Ili 24 24 0 Stop M. 100 ,# 0 0 85 2 28 15 15 0 Stop None 0 85 2 18 t 100 100 0 Free 0 0 85 13 118 ri 39 39 0 Free None 500 M. 85 13 46 30 30 0 Free 350 85 12 35 Minor1 Major1 Major2 t 53 53 0 Free None 0 0 85 12 62 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 250 118 118 132 6.42 6.22 5.42 5.42 - 3.518 3.318 739 934 907 894 720 934 720 907 871 Approach WB 0 0 164 NB M. M. - 4.22 M. - 2.308 - 1356 M. M. - 1356 M. M. SB 0 MI MI MI MI MI MI MI MI HCM Control Delay, s 9.7 HCM LOS A 0 2.8 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 720 934 1356 - 0.039 0.019 0.026 - 10.2 8.9 7.7 - B A A - 0.1 0.1 0.1 Synchro 11 Light Report 139 HCM 6th TWSC 5: WCR39 & WCR38 Full Background AM Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 4 4 0 Stop M. 87 18 5 Minor2 4 5 5 0 Stop 0 0 87 18 6 17 17 0 Stop None 87 18 20 10 10 0 Stop M. M. 4 0 0 0 Stop 0 - 0 87 87 44 44 11 0 Minor1 3 3 0 Stop None MI MI 87 44 3 5 5 0 Free 87 18 6 Major1 4 86 86 0 Free M. 0 0 87 18 99 23 23 0 Free None 22 22 0 Free 87 87 18 19 26 25 Major2 4 70 70 0 Free 0 0 87 19 80 18 18 0 Free None MI 87 19 21 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 267 141 126 7.28 6.28 6.28 3.662 654 825 841 278 141 137 6.68 5.68 5.68 4.162 604 750 753 91 6.38 3.462 924 278 124 154 7.54 6.54 6.54 3.896 598 788 758 275 124 151 6.94 5.94 5.94 4.396 567 719 699 112 101 MI MI 6.64 4.28 3.696 2.362 839 1397 MI M 640 590 924 570 553 839 1397 640 590 - 570 553 821 736 - 784 715 833 749 - 722 686 Approach EB WB MI MI NB 0 0 125 - 4.29 - 2.371 - 1363 - 1363 SB 0 0 HCM Control Delay, s 9.8 HCM LOS A Minor Lane/Major Mvmt NBL 11 B 0.3 NBT NBR EBLn1WBLn1 SBL SBT SBR 1.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1397 0.004 7.6 A 0 - - 785 616 1363 - - 0.038 0.024 0.019 0 - 9.8 11 7.7 A - ABA - - 0.1 0.1 0.1 M. 0 A M. Synchro 11 Light Report 140 HCM 6th TWSC 5: WCR39 & WCR38 Full Background PM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 6 6 0 Stop M. 89 18 7 Minor2 4 0 0 0 Stop 0 0 89 18 0 3 3 0 Stop None 89 18 3 5 5 0 Stop M. M. 89 44 6 Minor1 4 0 0 0 Stop 0 0 89 44 0 4 4 0 Stop None MI MI 89 44 4 4 4 0 Free 4 138 138 0 Free M. 0 - 0 89 89 18 18 4 155 Major1 0 0 0 Free None 6 6 0 Free 89 89 18 19 0 7 Major2 4 84 84 0 Free 0 0 89 19 94 3 3 0 Free None MI 89 19 3 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 275 110 165 7.28 6.28 6.28 3.662 646 858 801 638 638 855 794 Approach EB 273 110 163 6.68 5.68 5.68 4.162 608 774 734 603 603 769 732 96 274 - 163 - 111 6.38 7.54 - 6.54 - 6.54 3.462 3.896 918 602 - 750 - 802 918 596 596 748 794 WB 274 163 111 6.94 6.64 4.28 5.94 5.94 - 4.396 3.696 2.362 568 792 1402 690 729 563 563 688 725 155 97 0 0 155 MI MI MI 792 1402 MI MI NB - 4.29 - 2.371 - 1328 - 1328 SB 0 0 HCM Control Delay, s 10.1 HCM LOS B Minor Lane/Major Mvmt NBL 10.5 B 0.2 NBT NBR EBLn1WBLn1 SBL SBT SBR 0.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1402 0.003 7.6 0 A A 0 - 710 670 1328 - 0.014 0.015 0.005 - 10.1 10.5 7.7 - B B A - 0 0 0 M. 0 A M. Synchro 11 Light Report 141 HCM 6th AWSC 6: WCR39 & WCR44 Full Background AM Intersection Intersection Delay, s/veh 8.4 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 4 4 0.91 23 4 0 EB 4 44 8 44 8 0.91 0.91 23 23 48 9 1 0 38 41 10 15 84 36 18 61 3 38 41 10 15 84 36 18 61 3 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 42 45 11 16 92 40 20 67 3 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.4 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.7 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.3 A NB 1 WB 1 EB 1 8.2 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 11% 7% 62% 79% 27% 14% Stop Stop 135 56 15 4 84 44 36 8 148 62 1 1 0.179 0.084 4.352 4.888 Yes Yes 826 734 2.371 2.912 0.179 0.084 8.3 8.4 A A 0.6 0.3 43% 46% 11% Stop 89 38 41 10 98 1 0.133 4.88 Yes 735 2.903 0.133 8.7 A 0.5 22% 74% 4% Stop 82 18 61 3 90 1 0.114 4.554 Yes 788 2.576 0.114 8.2 A 0.4 Synchro 11 Light Report 142 HCM 6th AWSC 6: WCR39 & WCR44 Full Background PM Intersection Intersection Delay, s/veh 8.7 Intersection LOS Movement A EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 0 0 0.91 23 0 0 4 24 6 24 6 0.91 0.91 23 23 26 7 1 0 EB 38 50 17 14 140 33 17 71 6 38 50 17 14 140 33 17 71 6 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 42 55 19 15 154 36 19 78 7 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.3 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.9 A VVBLn1 SBLn1 SB 1 EB 1 WB 1 8.9 A NB 1 WB 1 EB 1 8.3 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 7% 0% 75% 80% 18% 20% Stop Stop 187 30 14 0 140 24 33 6 205 33 1 1 0.251 0.046 4.392 5.03 Yes Yes 820 711 2.412 3.063 0.25 0.046 8.9 8.3 A A 1 0.1 36% 48% 16% Stop 105 38 50 17 115 1 0.159 4.963 Yes 723 2.991 0.159 8.9 A 0.6 18% 76% 6% Stop 94 17 71 6 103 1 0.131 4.572 Yes 785 2.596 0.131 8.3 A 0.4 Synchro 11 Light Report 143 APPENDIX G HCM 6th Signalized Intersection Summary 1: US85 & WCR32 Long Background AM Movement ." 'iy I 1- t 4\ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 180 180 0 1.00 1.00 1722 189 0.95 12 287 0.09 1640 1 55 55 0 70 70 0 1.00 1.00 li 135 135 0 1.00 1.00 70 70 0 1.00 1.00 No No 1722 1722 1737 1737 1737 1796 58 39 142 74 23 47 0.95 0.95 0.95 0.95 0.95 0.95 12 12 11 11 11 7 99 67 281 113 35 187 0.10 0.10 0.08 0.09 0.09 0.04 960 646 1654 1271 395 1711 35 35 0 1.00 1.00 45 45 0 1.00 1.00 tt 965 965 0 1.00 No 1796 1016 0.95 7 1777 0.52 3413 75 75 0 1.00 1.00 1796 15 0.95 7 793 0.52 1522 li 60 60 0 1.00 1.00 1796 63 0.95 7 352 0.05 1711 tet 1625 1625 0 1.00 No 1796 1711 0.95 7 1803 0.53 3413 50 50 0 1.00 1.00 1796 6 0.95 7 804 0.53 1522 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 189 1640 6.5 6.5 1.00 287 0.66 287 1.00 1.00 28.2 5.4 0.0 3.3 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 97 1606 4.2 4.2 0.40 166 0.59 524 1.00 1.00 30.8 3.3 0.0 1.7 142 1654 5.5 5.5 1.00 281 0.50 281 1.00 1.00 27.6 1.5 0.0 2.3 33.6 0.0 34.1 29.0 C A C C 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 97 47 1666 1711 4.1 0.9 4.1 0.9 0.24 1.00 149 187 0.65 0.25 521 245 1.00 1.00 1.00 1.00 31.7 16.2 4.8 0.7 0.0 0.0 1.8 0.4 0.0 36.5 16.9 A D B 1016 1706 14.6 14.6 1777 0.57 1777 1.00 1.00 11.8 1.3 0.0 5.2 15 1522 0.3 0.3 1.00 793 0.02 793 1.00 1.00 8.4 0.0 0.0 0.1 63 1711 1.2 1.2 1.00 352 0.18 398 1.00 1.00 8.6 0.2 0.0 0.4 1711 6 1706 1522 34.2 0.1 34.2 0.1 1.00 1803 804 0.95 0.01 1803 804 1.00 1.00 1.00 1.00 16.1 8.0 12.2 0.0 0.0 0.0 14.3 0.0 13.1 8.4 8.8 28.2 8.1 B A A C A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 286 33.7 C 1 2 3 239 32.0 C 1078 13.2 B 4 5 6 7 8 1780 27.5 C Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p c), s Intersection Summary 8.1 4.5 5.5 3.2 0.0 42.0 4.5 37.5 16.6 7.7 10.0 4.5 5.5 7.5 0.0 11.9 4.5 23.5 6.2 0.4 7.5 4.5 5.5 2.9 0.0 42.5 4.5 37.5 36.2 1.2 11.0 4.5 6.5 8.5 0.0 10.9 4.5 22.5 6.1 0.4 HCM 6th Ctrl Delay HCM 6th LOS 23.8 C Synchro 11 Light Report 145 Timing Report, Sorted By Phase 1: US85 & WCR32 Long Background AM Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 42 10 28 10 42 11 27 Maximum Split C/0) 11.1% 46.7% 11.1% 31.1% 11.1% 46.7% 12.2% 30.0% Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 52 62 0 10 52 63 End Time (s) 10 52 62 0 10 52 63 0 Yield/Force Off (s) 5.5 47.5 57.5 85.5 5.5 47.5 58.5 85.5 Yield/Force Off 170(s) 5.5 36.5 57.5 74.5 5.5 36.5 58.5 74.5 Local Start Time (s) 80 0 42 52 80 0 42 53 Local Yield (s) 85.5 37.5 47.5 75.5 85.5 37.5 48.5 75.5 Local Yield 170(s) 85.5 26.5 47.5 64.5 85.5 26.5 48.5 64.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 0 to2 co 3 ri :- .4\ 9 IC 16 ik • 7 E I: Inc 42_, V 11r 7 -;_. V . Synchro 11 Light Report 146 Queues 1: US85 & WCR32 Long Background AM is -IP• i 4- 4\ t P \DP ir I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 189 132 142 111 47 1016 79 63 1711 53 v/c Ratio 0.70 0.49 0.57 0.48 0.21 0.57 0.09 0.20 0.91 0.06 Control Delay 39.2 22.7 33.3 32.1 9.1 15.4 1.1 8.3 28.1 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 39.2 22.7 33.3 32.1 9.1 15.4 1.1 8.3 28.1 0.1 Queue Length 50th (ft) 75 28 55 38 8 177 0 11 472 0 Queue Length 95th (ft) 133 77 102 85 23 266 8 28 #660 0 Internal Link Dist (ft) 417 2980 1209 1023 Turn Bay Length (ft) 200 200 400 400 750 750 Base Capacity (vph) 270 554 250 527 220 1783 857 312 1873 894 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.70 0.24 0.57 0.21 0.21 0.57 0.09 0.20 0.91 0.06 Intersection Summary Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 147 HCM 6th Signalized Intersection Summary 1: US85 & WCR32 Long Background PM Movement ." 'iy I 1- t 4\ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 255 255 0 1.00 1.00 1722 268 0.95 12 322 0.14 1640 1 45 45 0 1.00 No 1722 47 0.95 12 144 0.14 1011 60 60 0 1.00 1.00 1722 28 0.95 12 86 0.14 602 'I 110 110 0 1.00 1.00 1737 116 0.95 11 304 0.08 1654 1+ 65 65 0 1.00 No 1737 1737 1796 68 35 58 0.95 0.95 0.95 11 11 7 91 47 262 0.08 0.08 0.04 1081 556 1711 65 65 0 1.00 1.00 55 55 0 1.00 1.00 tt 1815 1815 0 1.00 No 1796 1911 0.95 7 1954 0.57 3413 85 85 0 1.00 1.00 1796 25 0.95 7 871 0.57 1522 li 40 40 0 1.00 1.00 1796 42 0.95 7 132 0.03 1711 tet 1215 1215 0 1.00 No 1796 1279 0.95 7 1936 0.57 3413 65 65 0 1.00 1.00 1796 5 0.95 7 863 0.57 1522 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 268 0 75 116 0 103 58 1911 25 42 1279 5 1640 0 1614 1654 0 1637 1711 1706 1522 1711 1706 1522 14.5 0.0 4.4 6.6 0.0 6.5 1.5 57.1 0.7 1.1 27.2 0.1 14.5 0.0 4.4 6.6 0.0 6.5 1.5 57.1 0.7 1.1 27.2 0.1 1.00 0.37 1.00 0.34 1.00 1.00 1.00 1.00 322 0 231 304 0 138 262 1954 871 132 1936 863 0.83 0.00 0.33 0.38 0.00 0.75 0.22 0.98 0.03 0.32 0.66 0.01 322 0 423 322 0 351 286 1954 871 165 1936 863 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 37.0 0.0 40.4 39.5 0.0 47.0 12.5 21.8 9.8 25.2 15.7 9.9 16.6 0.0 0.8 0.8 0.0 7.8 0.4 15.8 0.1 1.4 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.6 0.0 1.8 2.7 0.0 2.9 0.5 25.1 0.3 0.6 10.4 0.1 53.7 0.0 41.2 40.2 0.0 54.8 13.0 D A D D A D B 37.6 9.8 26.6 17.5 D A C 9.9 B A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 343 51.0 D 1 2 3 219 47.1 D 1994 36.6 D 4 5 6 7 8 1326 17.8 B Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p c), s Intersection Summary 8.0 4.5 5.5 3.1 0.0 64.5 4.5 59.5 59.1 0.4 12.8 4.5 9.5 8.6 0.0 19.5 4.5 27.5 6.4 0.3 8.6 4.5 5.5 3.5 0.0 64.0 4.5 59.5 29.2 12.0 19.0 4.5 14.5 16.5 0.0 13.3 4.5 22.5 8.5 0.4 HCM 6th Ctrl Delay HCM 6th LOS 32.0 C Synchro 11 Light Report 148 Timing Report, Sorted By Phase 1: US85 & WCR32 Long Background PM Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 64 14 32 10 64 19 27 Maximum Split C/0) 8.3% 53.3% 11.7% 26.7% 8.3% 53.3% 15.8% 22.5% Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 74 88 0 10 74 93 End Time (s) 10 74 88 0 10 74 93 0 Yield/Force Off (s) 5.5 69.5 83.5 115.5 5.5 69.5 88.5 115.5 Yield/Force Off 170(s) 5.5 58.5 83.5 104.5 5.5 58.5 88.5 104.5 Local Start Time (s) 110 0 64 78 110 0 64 83 Local Yield (s) 115.5 59.5 73.5 105.5 115.5 59.5 78.5 105.5 Local Yield 170(s) 115.5 48.5 73.5 94.5 115.5 48.5 78.5 94.5 Intersection Summary Cycle Length Control Type Natural Cycle 120 Semi Act-Uncoord 120 Splits and Phases: 1: US85 & WCR32 —Din 4 w � I a -' 2_. I Li n jik . I:17 4- )7 [ I 11i s I 64s 19 s Synchro 11 Light Report 149 Queues 1: US85 & WCR32 Long Background PM is -IP• i 4- 4\ t P \DP ir I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 268 110 116 136 58 1911 89 42 1279 68 v/c Ratio 0.88 0.37 0.43 0.64 0.28 0.99 0.10 0.28 0.68 0.08 Control Delay 62.5 26.5 35.7 47.6 12.1 42.1 0.8 13.6 20.8 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.5 26.5 35.7 47.6 12.1 42.1 0.8 13.6 20.8 0.2 Queue Length 50th (ft) 162 36 63 67 14 -771 0 10 334 0 Queue Length 95th (ft) #242 88 111 132 35 #997 8 27 468 0 Internal Link Dist (ft) 417 2980 1209 1023 Turn Bay Length (ft) 200 200 400 400 750 750 Base Capacity (vph) 309 436 277 361 210 1937 924 150 1874 899 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.87 0.25 0.42 0.38 0.28 0.99 0.10 0.28 0.68 0.08 Intersection Summary Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 150 HCM 6th TWSC 2: WCR35 & WCR32 Long Background AM Intersection Int Delay, s/veh Movement 1.1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 10 10 0 Free M. 95 15 11 Major/Minor Major1 4 155 155 0 Free 0 0 95 15 163 10 10 0 Free None 95 15 11 5 5 0 Free M. M. 95 14 5 Major2 4 165 165 0 Free 0 0 95 14 174 5 5 0 Free None MI MI 95 14 5 5 5 0 Stop m. 95 9 5 4 5 5 0 Stop M. 0 0 95 9 5 5 5 0 Stop None 5 5 0 Stop 95 95 9 13 5 5 Minor1 Minor2 4 5 5 0 Stop 0 0 95 13 5 5 5 0 Stop None MI 95 13 5 Conflicting Flow All 179 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1322 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1322 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 174 M. M. - 4.24 M. - 2.326 - 1333 M. - 1333 M. M. WB 0 0 383 380 169 383 383 - 191 191 - 187 187 - 192 189 - 196 196 - 7.19 6.59 6.29 7.23 6.63 - 6.19 5.59 - 6.23 5.63 - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 563 542 857 556 533 838 - 795 729 - 790 725 - 794 731 - 781 718 MI 177 6.33 M. M. - 549 535 857 543 526 838 - 549 535 - 543 526 - 788 722 - 783 722 - 780 728 - 764 712 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt NBLn1 EBL 0.2 11 B EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 618 1322 0.026 0.008 11 7.7 B A 0.1 0 0 A - 1333 - 0.004 - 7.7 - A - 0 - - 608 - - 0.026 0 - 11.1 A - B - - 0.1 Synchro 11 Light Report 151 HCM 6th TWSC 2: WCR35 & WCR32 Long Background PM Intersection Int Delay, s/veh Movement 1.4 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 15 15 0 Free M. 95 15 16 Major/Minor Major1 4 155 155 0 Free 0 0 95 15 163 5 5 0 Free None 95 15 5 5 5 0 Free M. M. 95 14 5 Major2 4 145 145 0 Free 0 0 95 14 153 5 5 0 Free None MI MI 95 14 5 5 5 0 Stop m. 95 9 5 4 5 5 0 Stop M. 0 0 95 9 5 5 5 0 Stop None 5 5 0 Stop 95 95 9 13 5 5 Minor1 Minor2 4 5 5 0 Stop 0 0 95 13 5 10 10 0 Stop None MI 95 13 11 Conflicting Flow All 158 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1346 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1346 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 168 0 0 372 366 166 369 366 - - - - - 198 198 - 166 166 - - - - - 174 168 - 203 200 - - 4.24 - - 7.19 6.59 6.29 7.23 6.63 - - - - - 6.19 5.59 - 6.23 5.63 - - - - - 6.19 5.59 - 6.23 5.63 - - - -3.581 4.081 3.381 3.617 4.117 3.417 - - - 572 552 860 568 545 862 - - - - - 788 724 - 811 741 - - - - - 812 746 - 774 715 - 2.326 - 1340 - - 1340 - WB MI 156 6.33 M. M. - 554 543 860 553 536 862 - 554 543 - 553 536 - 778 715 - 800 738 - 793 743 - 754 706 NB SB M. HCM Control Delay, s 0.7 HCM LOS Minor Lane/Major Mvmt 0.2 10.9 10.6 B B NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 624 1346 0.025 0.012 10.9 7.7 0 B A A 0.1 0 - 1340 - 0.004 - 7.7 - A - 0 - - 667 - - 0.032 0 - 10.6 A - B - 0.1 Synchro 11 Light Report 152 HCM 6th AWSC 3: WCR39 & WCR32 Long Background AM Intersection Intersection Delay, s/veh 8.9 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 45 50 30 5 70 5 30 35 5 10 105 80 45 50 30 5 70 5 30 35 5 10 105 80 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 15 15 15 23 23 23 13 13 13 12 12 12 47 53 32 5 74 5 32 37 5 11 111 84 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.9 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.8 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.5 A NB 1 WB 1 EB 1 9.1 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 43% 36% 50% 40% 7% 24% Stop Stop 70 125 30 45 35 50 5 30 74 132 1 1 0.101 0.177 4.946 4.851 Yes Yes 724 738 2.984 2.889 0.102 0.179 8.5 8.9 A A 0.3 0.6 6% 88% 6% Stop 80 5 70 5 84 1 0.119 5.091 Yes 703 3.132 0.119 8.8 A 0.4 5% 54% 41% Stop 195 10 105 80 205 1 0.257 4.503 Yes 796 2.533 0.258 9.1 A 1 Synchro 11 Light Report 153 HCM 6th AWSC 3: WCR39 & WCR32 Long Background PM Intersection Intersection Delay, s/veh Intersection LOS Movement 9 A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 70 45 30 5 60 35 25 100 5 10 75 40 70 45 30 5 60 35 25 100 5 10 75 40 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 15 15 15 23 23 23 13 13 13 12 12 12 74 47 32 5 63 37 26 105 5 11 79 42 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 9.3 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.8 A WBLn1 SBLn1 SB 1 EB 1 WB 1 9.1 A NB 1 WB 1 EB 1 8.8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 19% 48% 77% 31% 4% 21% Stop Stop 130 145 25 70 100 45 5 30 137 153 1 1 0.188 0.209 4.941 4.918 Yes Yes 724 728 2.987 2.962 0.189 0.21 9.1 9.3 A A 0.7 0.8 5% 60% 35% Stop 100 5 60 35 105 1 0.145 4.943 Yes 723 2.991 0.145 8.8 A 0.5 8% 60% 32% Stop 125 10 75 40 132 1 0.173 4.745 Yes 753 2.792 0.175 8.8 A 0.6 Synchro 11 Light Report 154 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Long Background AM Intersection Int Delay, s/veh Movement 5.2 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 105 105 0 Stop M. 100 ,# 0 0 95 2 111 80 80 0 Stop None 0 95 2 84 t 85 85 0 Free 0 0 95 13 89 ri 15 15 0 Free None 500 M. 95 13 16 35 35 0 Free 350 95 12 37 Minor1 Major1 Major2 t 90 90 0 Free None 0 0 95 12 95 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 258 89 0 0 105 0 89 - - 169 - - 6.42 6.22 - - 4.22 5.42 - - 5.42 - - 3.518 3.318 - - 2.308 731 969 - - 1426 934 - - 861 - - 712 969 712 934 839 Approach WB M. M. M. M. - 1426 NB SB MI MI MI MI MI MI MI HCM Control Delay, s 10.2 0 2.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 712 969 1426 - 0.155 0.087 0.026 - 11 9.1 7.6 - B A A - 0.5 0.3 0.1 Synchro 11 Light Report 155 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Long Background PM Intersection Int Delay, s/veh Movement 3.4 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 55 55 0 Stop M. 100 ,# 0 0 95 2 58 35 35 0 Stop None 0 95 2 37 t 125 125 0 Free 0 0 95 13 132 ri 90 90 0 Free None 500 M. 95 13 95 70 70 0 Free 350 95 12 74 Minor1 Major1 Major2 t 65 65 0 Free None 0 0 95 12 68 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 348 132 132 216 6.42 6.22 5.42 5.42 - 3.518 3.318 649 917 894 820 611 917 611 894 772 Approach WB 0 0 227 NB M. M. - 4.22 M. - 2.308 - 1284 M. M. - 1284 M. M. BM SB 0 MI MI MI MI MI MI HCM Control Delay, s 10.6 HCM LOS B 0 4.1 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 611 917 1284 - 0.095 0.04 0.057 - 11.5 9.1 8 - B A A - 0.3 0.1 0.2 Synchro 11 Light Report 156 HCM 6th TWSC 5: WCR39 & WCR38 Long Background AM Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 5 5 0 Stop M. 95 18 5 4 5 5 0 Stop 0 0 95 18 5 20 20 0 Stop None 95 18 21 15 15 0 Stop M. 95 44 16 4 5 5 0 Stop 0 0 95 44 5 5 5 0 Stop None MI MI 95 44 5 5 5 0 Free 4 140 140 0 Free M. 0 - 0 95 95 18 18 5 147 Major/Minor Minor2 Minor1 Major1 30 30 0 Free None 95 18 32 25 25 0 Free 95 19 26 Major2 4 100 100 0 Free 0 0 95 19 105 25 25 0 Free None MI 95 19 26 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 348 170 178 7.28 6.28 6.28 3.662 578 796 788 359 118 170 189 6.68 6.38 5.68 5.68 - 4.162 3.462 543 892 729 715 356 173 183 7.54 6.54 6.54 3.896 528 740 730 356 173 183 6.94 5.94 5.94 4.396 508 683 676 163 131 MI 6.64 4.28 3.696 2.362 783 1361 MI m 558 529 892 502 495 783 1361 558 529 - 502 495 793 713 - 737 680 774 712 - 692 661 Approach EB WB MI NB 0 0 179 - 4.29 - 2.371 - 1300 - 1300 SB 0 0 HCM Control Delay, s 10.1 HCM LOS B Minor Lane/Major Mvmt 12 B 0.2 NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 1.3 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1361 0.004 7.7 A 0 - - 735 539 1300 - - 0.043 0.049 0.02 0 - 10.1 12 7.8 A - B B A - - 0.1 0.2 0.1 M. 0 A M. Synchro 11 Light Report 157 HCM 6th TWSC 5: WCR39 & WCR38 Long Background PM Intersection Int Delay, s/veh Movement 1.4 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 10 10 0 Stop M. 4 5 5 0 Stop 0 - 0 95 95 18 18 11 5 Minor2 5 5 0 Stop None 95 18 5 5 5 0 Stop M. 95 44 5 Minor1 4 5 5 0 Stop 0 0 95 44 5 5 5 0 Stop None MI MI 95 44 5 5 5 0 Free 4 185 185 0 Free M. 0 - 0 95 95 18 18 5 195 Major1 5 10 5 10 0 0 Free Free None - 95 18 5 95 19 11 Major2 4 135 135 0 Free 0 0 95 19 142 5 5 0 Free None MI 95 19 5 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 380 167 213 7.28 6.28 6.28 3.662 550 799 754 377 167 210 6.68 5.68 5.68 4.162 530 731 699 145 6.38 3.462 862 380 208 172 7.54 6.54 6.54 3.896 508 707 741 377 208 169 6.94 5.94 5.94 4.396 494 658 686 198 147 MI MI 6.64 4.28 3.696 2.362 747 1342 MI M 536 523 862 496 488 747 1342 536 523 - 496 488 796 724 - 704 655 740 696 - 725 680 Approach EB WB MI NB 0 0 200 - 4.29 - 2.371 - 1277 - 1277 SB 0 0 HCM Control Delay, s 11.4 HCM LOS B Minor Lane/Major Mvmt NBL 11.7 B 0.2 NBT NBR EBLn1WBLn1 SBL SBT SBR 0.5 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1342 0.004 7/ 0 A A 0 - 588 555 1277 - 0.036 0.028 0.008 - 11.4 11.7 7.8 - B B A - 0.1 0.1 0 M. 0 A M. Synchro 11 Light Report 158 HCM 6th AWSC 6: WCR39 & WCR44 Long Background AM Intersection Intersection Delay, s/veh Intersection LOS Movement 9 A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 5 55 15 45 50 15 25 135 45 25 85 5 5 55 15 45 50 15 25 135 45 25 85 5 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 23 23 23 20 20 20 5 5 5 4 4 4 5 58 16 47 53 16 26 142 47 26 89 5 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.8 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.2 A WBLn1 SBLn1 SB 1 EB 1 WB 1 9.2 A NB 1 WB 1 EB 1 8.7 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 12% 7% 66% 73% 22% 20% Stop Stop 205 75 25 5 135 55 45 15 216 79 1 1 0.271 0.112 4.529 5.126 Yes Yes 792 697 2.562 3.175 0.273 0.113 9.2 8.8 A A 1.1 0.4 41% 45% 14% Stop 110 45 50 15 116 1 0.165 5.13 Yes 697 3.175 0.166 9.2 A 0.6 22% 74% 4% Stop 115 25 85 5 121 1 0.159 4.741 Yes 755 2.779 0.16 8.7 A 0.6 Synchro 11 Light Report 159 HCM 6th AWSC 6: WCR39 & WCR44 Long Background PM Intersection Intersection Delay, s/veh Intersection LOS Movement 9 A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 5 30 15 45 60 20 25 115 40 20 115 10 5 30 15 45 60 20 25 115 40 20 115 10 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 23 23 23 20 20 20 5 5 5 4 4 4 5 32 16 47 63 21 26 121 42 21 121 11 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.6 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.3 A WBLn1 SBLn1 SB 1 EB 1 WB 1 9 A NB 1 WB 1 EB 1 8.8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 14% 10% 64% 60% 22% 30% Stop Stop 180 50 25 5 115 30 40 15 189 53 1 1 0.239 0.075 4.536 5.104 Yes Yes 790 699 2.57 3.154 0.239 0.076 9 8.6 A A 0.9 0.2 36% 48% 16% Stop 125 45 60 20 132 1 0.186 5.077 Yes 705 3.121 0.187 9.3 A 0.7 14% 79% 7% Stop 145 20 115 10 153 1 0.197 4.648 Yes 771 2.686 0.198 8.8 A 0.7 Synchro 11 Light Report 160 APPENDIX H HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Short Total AM ." Movement EBL -Niy l 1- t 4\ EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt FIt Protected Satd. Flow (prot) FIt Permitted Satd. Flow (perm) 127 127 1900 4 38 38 1900 4.5 1.00 0.97 0.97 1597 0.71 1174 49 49 1900 94 94 1900 4 48 48 1900 4.5 1.00 0.98 0.97 1632 0.71 1198 24 24 1900 ii 32 32 1900 4.5 1.00 1.00 0.95 1687 0.12 210 tt 675 675 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 52 52 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 li etut 41 1136 41 1136 1900 1900 4.5 4.5 1.00 0.95 1.00 1.00 0.95 1.00 1687 3374 0.26 1.00 459 3374 36 36 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.90 141 0 0 12% 0.90 42 12 225 12% 0.90 54 0 0 12% 0.90 104 0 0 11% 0.90 53 7 177 11% 0.90 27 0 0 11% 0.90 36 0 36 7% 0.90 750 0 750 7% 0.90 58 35 23 7% 0.90 46 0 46 7% 0.90 1262 0 1262 7% 0.90 40 24 16 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 18.9 18.9 0.22 4.5 3.0 Perm NA 8 8 18.9 18.9 0.22 4.5 3.0 pm+pt 5 2 36.9 36.9 0.43 4.5 3.0 NA 2 33.8 33.8 0.40 4.5 3.0 Perm pm+pt 1 2 6 33.8 36.9 33.8 36.9 0.40 0.43 4.5 4.5 3.0 3.0 33.8 33.8 0.40 4.5 3.0 NA Perm 6 6 33.8 33.8 0.40 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 259 c0.19 0.87 32.0 0.18 23.4 29.0 C 29.0 C 265 144 1335 597 242 1335 597 c0.01 0.22 0.01 c0.37 0.15 0.10 0.02 0.07 0.01 0.67 0.25 0.56 0.04 0.19 0.95 0.03 30.4 18.1 20.0 15.8 14.8 24.9 15.8 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.2 0.9 1.7 0.1 0.4 14.6 0.1 36.6 19.0 21.8 16.0 15.2 39.5 15.8 D B C B B D B 36.6 21.2 38.0 D C D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 31.7 0.73 85.4 56.5% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 B Synchro 11 Light Report 162 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Short Total AM ." Movement EBL EBT -NiT ima EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1- t 4\ t P \D 717 i Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) o 197 0 0 116 0 1 0 15 0 197 0 0 116 0 1 0 15 1900 1900 1900 1900 1900 1900 1900 1900 1900 4.5 4.5 4.5 1.00 1.00 1.00 1.00 1.00 0.87 1.00 1.00 1.00 1863 1863 1621 1.00 1.00 0.99 1863 1863 1610 2 2 1900 44 0 0 1900 4.5 1.00 1.00 0.95 1770 0.75 1390 0 0 1900 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) 0.91 0.91 0.91 0.91 0 216 0 0 0 0 0 0 0 216 0 0 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 127 0 1 0 16 2 0 0 0 0 0 15 0 0 0 0 127 0 0 2 0 0 2 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) 4 NA 4 18.9 18.9 0.22 4.5 3.0 8 NA 8 18.9 18.9 0.22 4.5 3.0 Perm NA 14 14 11.6 11.6 0.14 4.5 3.0 Perm NA 14 14 11.6 11.6 0.14 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 412 c0.12 0.52 29.3 1.00 1.2 30.5 C 30.5 C 412 0.07 0.31 27.8 0.73 0.4 20.6 C 20.6 C 218 0.00 0.01 31.9 1.00 0.1 32.0 C 32.0 C 188 c0.00 0.01 31.9 1.00 0.1 32.0 C 32.0 C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 27.1 0.15 85.4 22.0% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 A Synchro 11 Light Report 163 Timing Report, Sorted By Phase 1: US85 & WCR32 Short Total AM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 38 26 10 38 26 16 Maximum Split (°/0) 11.1% 42.2% 28.9% 11.1% 42.2% 28.9% 17.8% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 48 0 10 48 74 End Time (s) 10 48 74 10 48 74 0 Yield/Force Off (s) 5.5 43.5 69.5 5.5 43.5 69.5 85.5 Yield/Force Off 170(s) 5.5 32.5 58.5 5.5 32.5 58.5 85.5 Local Start Time (s) 80 0 38 80 0 38 64 Local Yield (s) 85.5 33.5 59.5 85.5 33.5 59.5 75.5 Local Yield 170(s) 85.5 22.5 48.5 85.5 22.5 48.5 75.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 1 1 = 1 tO2�• r1 x12 _ — 12 X014 0 10 S in 6_, a `r0 ' I [II —1 —1 in _ — 1 — 12 41I ill ion j2s 6 S isil 16 S _ Synchro 11 Light Report 164 Queues 1: US85 & WCR32 Short Total AM 4\ t t \DP ir I Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 237 184 36 750 58 46 1262 40 v/c Ratio 0.86 0.66 0.19 0.55 0.08 0.16 0.92 0.06 Control Delay 33.9 41.3 14.8 22.3 0.2 13.9 38.3 0.2 Queue Delay 0.0 0.1 3.5 0.0 0.0 0.0 0.0 1.7 Total Delay 33.9 41.3 18.3 22.3 0.2 13.9 38.3 1.9 Queue Length 50th (ft) 39 89 10 177 0 13 '375 0 Queue Length 95th (ft) #247 163 26 237 0 32 #528 0 Internal Link Dist (ft) 2 2980 1209 1023 Turn Bay Length (ft) 400 400 750 750 Base Capacity (vph) 316 318 191 1365 686 283 1365 686 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 3 103 0 0 0 0 554 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.75 0.58 0.41 0.55 0.08 0.16 0.92 0.30 Intersection Summary Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 165 Queues 12: Vasquez & WCR32 Short Total AM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 216 127 17 2 v/c Ratio 0.51 0.30 0.05 0.01 Control Delay 33.7 22.1 0.3 34.5 Queue Delay 1.3 0.0 0.0 0.0 Total Delay 35.0 22.1 0.3 34.5 Queue Length 50th (ft) 106 42 0 1 Queue Length 95th (ft) 175 m77 0 8 Internal Link Dist (ft) 1383 2 1063 937 Turn Bay Length (ft) Base Capacity (vph) 484 484 333 193 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 123 0 18 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.60 0.26 0.05 0.01 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. Synchro 11 Light Report 166 HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Short Total PM ." Movement EBL EBT -NiT ima EBR WBL 1- t 4\ t P \,. VVBT VVBR NBL NBT NBR SBL i SBT SBR i Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt FIt Protected Satd. Flow (prot) FIt Permitted Satd. Flow (perm) 178 178 1900 4 32 32 1900 4.5 1.00 0.98 0.97 1601 0.66 1090 43 43 1900 73 73 1900 4 45 45 1900 4.5 1.00 0.96 0.98 1614 0.79 1307 42 42 1900 ii 37 37 1900 4.5 1.00 1.00 0.95 1687 0.20 359 tt 1268 1268 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 60 60 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 li 26 26 1900 4.5 1.00 1.00 0.95 1687 0.08 149 tet 849 849 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 44 44 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.94 189 0 0 12% 0.94 34 7 262 12% 0.94 46 0 0 12% 0.94 78 0 0 11% 0.94 48 12 159 11% 0.94 45 0 0 11% 0.94 39 0 39 7% 0.94 1349 0 1349 7% 0.94 64 36 28 7% 0.94 28 0 28 7% 0.94 903 0 903 7% 0.94 47 26 21 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 27.4 27.4 0.25 4.5 3.0 Perm NA 8 8 27.4 27.4 0.25 4.5 3.0 pm+pt 5 2 50.8 50.8 0.47 4.5 3.0 NA Perm pm+pt 2 1 2 6 47.6 47.6 50.8 47.6 47.6 50.8 0.44 0.44 0.47 4.5 4.5 4.5 3.0 3.0 3.0 NA Perm 6 6 47.6 47.6 47.6 47.6 0.44 0.44 4.5 4.5 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 277 c0.24 0.95 39.4 0.19 36.9 44.2 D 44.2 D 332 208 1491 666 115 1491 666 0.01 c0.40 c0.01 0.27 0.12 0.08 0.02 0.11 0.01 0.48 0.19 0.90 0.04 0.24 0.61 0.03 34.1 16.8 27.9 17.1 21.2 22.9 17.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.1 0.4 9.4 0.1 1.1 1.8 0.1 35.2 17.3 37.3 17.2 22.3 24.7 17.1 D B D B C C B 35.2 35.9 24.3 D D C HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 32.7 0.78 107.7 63.4% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 B Synchro 11 Light Report 167 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Short Total PM Movement EBL EBT -NiT ima EBR WBL k. 4\ t P \DP ir I WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 230 1 0 126 0 1 1 23 0 0 2 Future Volume (vph) 0 230 1 0 126 0 1 1 23 0 0 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.88 0.86 Flt Protected 1.00 1.00 1.00 1.00 Satd. Flow (prot) 1862 1863 1627 1611 Flt Permitted 1.00 1.00 0.99 1.00 Satd. Flow (perm) 1862 1863 1619 1611 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 245 1 0 134 0 1 1 24 0 0 2 RTOR Reduction (vph) 0 0 0 0 0 0 0 21 0 0 2 0 Lane Group Flow (vph) 0 246 0 0 134 0 0 5 0 0 0 0 Turn Type NA Protected Phases 4 Permitted Phases 4 8 Actuated Green, G (s) 27.4 Effective Green, g (s) 27.4 Actuated g/C Ratio 0.25 Clearance Time (s) 4.5 Vehicle Extension (s) 3.0 NA Perm NA NA 8 14 14 14 14 27.4 11.5 11.5 27.4 11.5 11.5 0.25 0.11 0.11 4.5 4.5 4.5 3.0 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 473 c0.13 0.52 34.5 1.00 1.0 35.5 D 35.5 D 473 172 172 0.07 0.28 32.3 0.80 0.3 26.0 C 26.0 C c0.00 0.03 43.1 1.00 0.3 43.4 D 43.4 D 0.00 0.00 43.0 1.00 0.0 43.0 D 43.0 D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 33.0 HCM 2000 Level of Service C 0.16 107.7 Sum of lost time (s) 18.0 23.8% ICU Level of Service A 15 Synchro 11 Light Report 168 Timing Report, Sorted By Phase 1: US85 & WCR32 Short Total PM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 52 32 10 52 32 16 Maximum Split (°/0) 9.1% 47.3% 29.1% 9.1% 47.3% 29.1% 14.5% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 62 0 10 62 94 End Time (s) 10 62 94 10 62 94 0 Yield/Force Off (s) 5.5 57.5 89.5 5.5 57.5 89.5 105.5 Yield/Force Off 170(s) 5.5 46.5 78.5 5.5 46.5 78.5 105.5 Local Start Time (s) 100 0 52 100 0 52 84 Local Yield (s) 105.5 47.5 79.5 105.5 47.5 79.5 95.5 Local Yield 170(s) 105.5 36.5 68.5 105.5 36.5 68.5 95.5 Intersection Summary Cycle Length Control Type Natural Cycle 110 Semi Act-Uncoord 110 Splits and Phases: 1: US85 & WCR32 I I 1 =-i 402 �1 =12 •B =12 �' I I14 10 = $52s . -- 1 �' I :I --1 .� - Do 4-1 -� 12 iii. Ill - -e ! Id �_ 1■ c . _ , - Synchro 11 Light Report 169 Queues 1: US85 & WCR32 Short Total PM 4\ t t ', ir I Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 269 171 39 1349 64 28 903 47 v/c Ratio 0.93 0.49 0.16 0.89 0.09 0.19 0.59 0.06 Control Delay 48.5 36.6 14.6 36.2 1.3 15.8 24.5 0.2 Queue Delay 0.0 0.1 53.2 0.0 0.0 0.0 0.0 11.8 Total Delay 48.5 36.7 67.9 36.2 1.3 15.8 24.5 12.0 Queue Length 50th (ft) 77 94 13 464 0 9 254 0 Queue Length 95th (ft) #354 165 30 #618 8 24 322 0 Internal Link Dist (ft) 7 2980 1209 1023 Turn Bay Length (ft) 400 400 750 750 Base Capacity (vph) 290 352 241 1518 736 151 1518 736 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 8 198 0 0 0 0 662 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.93 0.50 0.91 0.89 0.09 0.19 0.59 0.64 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 170 Queues 12: Vasquez & WCR32 Short Total PM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 246 134 26 2 v/c Ratio 0.51 0.28 0.13 0.00 Control Delay 38.8 27.6 20.0 0.0 Queue Delay 0.9 0.0 0.0 0.0 Total Delay 39.7 27.6 20.0 0.0 Queue Length 50th (ft) 151 60 1 0 Queue Length 95th (ft) 233 98 28 0 Internal Link Dist (ft) 1383 7 1063 980 Turn Bay Length (ft) Base Capacity (vph) 484 485 197 981 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 81 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.61 0.28 0.13 0.00 Intersection Summary Synchro 11 Light Report 171 HCM 6th TWSC 2: WCR35 & WCR32 Short Total AM Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 6 6 0 Free M. 90 15 7 Major/Minor Major1 107 8 3 108 1 2 0 1 3 0 4 107 8 3 108 1 2 0 1 3 0 4 0 0 0 0 0 0 0 0 0 0 0 Free Free Free Free Free Stop Stop Stop Stop Stop Stop - None - - None - - None - - None 0 0 90 15 119 90 15 9 90 14 3 Major2 0 0 90 14 120 MI MI 90 90 14 9 1 2 M. 0 0 90 9 0 90 90 9 13 1 3 Minor1 Minor2 0 0 90 13 0 MI 90 13 4 Conflicting Flow All 121 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1390 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1390 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 128 0 0 267 265 124 265 269 - - - 138 138 - 127 127 - - - 129 127 - 138 142 - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 672 629 908 666 619 901 - - - 849 769 - 851 770 - - - 858 778 - 839 759 - 4.24 - 2.326 - 1387 - 1387 M. M. WB MI 121 6.33 M. M. - 665 625 908 661 615 901 - 665 625 - 661 615 - 845 765 - 847 768 - 852 776 - 834 755 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt 0.2 10 9.7 B A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 730 1390 0.005 0.005 10 7.6 0 B A A 0 0 - 1387 - 0.002 - 7.6 0 - A A - 0 - 780 - 0.01 - 9.7 - A - 0 Synchro 11 Light Report 172 HCM 6th TWSC 2: WCR35 & WCR32 Short Total PM Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 11 11 0 Free M. 85 15 13 Major/Minor Major1 4 104 104 0 Free 0 0 85 15 122 2 2 0 Free None 100 15 2 0 0 0 Free M. M. 85 14 0 Major2 4 95 95 0 Free 0 0 85 14 112 1 4 1 4 0 0 Free Stop None - MI MI m. 85 85 14 9 1 5 0 1 0 0 8 0 1 0 0 8 0 0 0 0 0 Stop Stop Stop Stop Stop None - - None M. 0 0 85 9 0 85 85 9 13 1 0 Minor1 Minor2 0 0 85 13 0 MI 85 13 9 Conflicting Flow All 113 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1399 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1399 Mov Cap -2 Maneuver Stage 1 Stage 2 Approach EB 0 0 124 0 0 266 262 123 263 263 - - - 149 149 - 113 113 - - - 117 113 - 150 150 - - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - -3.581 4.081 3.381 3.617 4.117 3.417 - - 673 631 909 668 624 911 - - - 837 761 - 866 781 - - - 871 789 - 827 753 - 4.24 - 2.326 - 1392 - 1392 M. M. WB MI 113 6.33 M. M. - 661 625 909 662 618 911 - 661 625 - 662 618 - 829 753 - 857 781 - 862 789 - 818 745 NB SB M. HCM Control Delay, s 0.7 HCM LOS Minor Lane/Major Mvmt 0 10.2 9 B A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 699 1399 0.008 0.009 10.2 7.6 0 B A A 0 0 - 1392 - BM 0 A 0 Synchro 11 Light Report 173 HCM 6th AWSC 3: WCR39 & WCR32 Short Total AM Intersection Intersection Delay, s/veh 8.2 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 30 32 21 1 48 3 19 27 0 6 65 50 30 32 21 1 48 3 19 27 0 6 65 50 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 15 15 15 23 23 23 13 13 13 12 12 12 35 38 25 1 56 4 22 32 0 7 76 59 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.3 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.3 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.1 A NB 1 WB 1 EB 1 8.2 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 41% 36% 59% 39% 0% 25% Stop Stop 46 83 19 30 27 32 0 21 54 98 1 1 0.071 0.125 4.746 4.603 Yes Yes 757 780 2.763 2.62 0.071 0.126 8.1 8.3 A A 0.2 0.4 2% 92% 6% Stop 52 1 48 3 61 1 0.082 4.827 Yes 744 2.847 0.082 8.3 A 0.3 5% 54% 41% Stop 121 6 65 50 142 1 0.171 4.317 Yes 833 2.331 0.17 8.2 A 0.6 Synchro 11 Light Report 174 HCM 6th AWSC 3: WCR39 & WCR32 Short Total PM Intersection Intersection Delay, s/veh 8.2 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 43 43 0.96 15 45 0 EB 4 29 19 29 19 0.96 0.96 15 15 30 20 1 0 1 40 24 17 70 1 5 51 25 1 40 24 17 70 1 5 51 25 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 23 23 23 13 13 13 12 12 12 1 42 25 18 73 1 5 53 26 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.3 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.3 A NB 1 WB 1 EB 1 8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 19% 47% 80% 32% 1% 21% Stop Stop 88 91 17 43 70 29 1 19 92 95 1 1 0.118 0.122 4.636 4.617 Yes Yes 775 778 2.651 2.633 0.119 0.122 8.3 8.3 A A 0.4 0.4 2% 62% 37% Stop 65 1 40 24 68 1 0.086 4.597 Yes 781 2.615 0.087 8 A 0.3 6% 63% 31% Stop 81 5 51 25 84 1 0.104 4.427 Yes 812 2.442 0.103 8 A 0.3 Synchro 11 Light Report 175 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Short Total AM Intersection Int Delay, s/veh Movement 4.6 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow II 60 60 0 Stop M. 100 ,# 0 0 85 2 71 Major/Minor Minor1 46 46 0 Stop None 0 85 2 54 t 58 58 0 Free 0 0 85 13 68 r li t 9 19 60 9 19 60 0 0 0 Free Free Free None - None 500 350 - 0 0 85 85 85 13 12 12 11 22 71 Major1 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 183 68 0 0 79 0 68 115 6.42 6.22 - 4.22 5.42 5.42 - 3.518 3.318 - 2.308 806 995 - 1458 955 910 794 995 794 955 896 Approach WB M. M. M. M. M MI M MI M MI MI M MI - 1458 M. M. M MI M MI NB SB HCM Control Delay, s 9.5 HCM LOS A Minor Lane/Major Mvmt 0 1.8 NBT N BRWBLn 1 WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 794 995 1458 - 0.089 0.054 0.015 - 10 8.8 7.5 - B A A - 0.3 0.2 0 Synchro 11 Light Report 176 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Short Total PM Intersection Int Delay, s/veh Movement 3.2 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 35 35 0 Stop M. 100 ,# 0 0 85 2 41 25 25 0 Stop None 0 85 2 29 t 85 85 0 Free 0 0 85 13 100 ri 57 57 0 Free None 500 M. 85 13 67 li 45 45 0 Free 350 85 12 53 Minor1 Major1 Major2 t 45 45 0 Free None 0 0 85 12 53 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 259 100 100 159 6.42 6.22 5.42 5.42 - 3.518 3.318 730 956 924 870 702 956 702 924 836 Approach WB 0 0 167 M. M. - 4.22 M. - 2.308 - 1352 M. - 1352 M. M. NB SB 0 MI MI MI MI MI MI MI HCM Control Delay, s 9.8 0 3.9 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 702 956 1352 - 0.059 0.031 0.039 - 10.4 8.9 7.8 - B A A - 0.2 0.1 0.1 Synchro 11 Light Report 177 HCM 6th TWSC 5: WCR39 & WCR38 Short Total AM Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 3 3 0 Stop M. 87 18 3 Minor2 4 4 4 0 Stop 0 0 87 18 5 14 14 0 Stop None 87 18 16 9 9 0 Stop M. M. 87 44 10 Minor1 4 0 0 0 Stop 0 0 87 44 0 2 2 0 Stop None MI MI 87 44 2 4 4 0 Free 87 18 5 Major1 4 90 90 0 Free M. 0 0 87 18 103 19 19 0 Free None 18 18 0 Free 87 87 18 19 22 21 Major2 4 65 65 0 Free 0 0 87 19 75 15 15 0 Free None MI 87 19 17 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 251 261 126 126 125 135 7.28 6.68 6.28 5.68 6.28 5.68 3.662 4.162 671 617 841 762 842 755 659 659 838 836 Approach EB 605 605 750 752 84 260 - 124 - 136 6.38 7.54 - 6.54 - 6.54 3.462 3.896 933 615 - 788 - 776 933 592 592 785 746 WB 258 124 134 6.94 6.64 4.28 5.94 5.94 - 4.396 3.696 2.362 581 836 1408 719 712 569 569 716 701 114 92 0 0 125 MI MI MI 836 1408 MI NB - 4.29 - 2.371 - 1363 - 1363 SB 0 0 HCM Control Delay, s 9.6 HCM LOS A Minor Lane/Major Mvmt NBL 10.9 B 0.3 NBT NBR EBLn1WBLn1 SBL SBT SBR 1.4 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1408 0.003 7.6 0 A A 0 - 802 625 1363 - 0.03 0.02 0.015 - 9.6 10.9 7.7 - A B A - 0.1 0.1 0 M. 0 A M. Synchro 11 Light Report 178 HCM 6th TWSC 5: WCR39 & WCR38 Short Total PM Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 5 5 0 Stop M. 89 18 6 Minor2 4 0 0 0 Stop 0 0 89 18 0 2 2 0 Stop None 89 18 2 4 4 0 Stop M. M. 89 44 4 Minor1 4 0 0 0 Stop 0 0 89 44 0 3 3 0 Stop None MI MI 89 44 3 3 3 0 Free 4 130 130 0 Free M. 0 - 0 89 89 18 18 3 146 Major1 0 0 0 Free None 89 18 0 5 5 0 Free 89 19 6 Major2 4 90 90 0 Free 0 0 89 89 19 19 101 2 2 2 0 Free None MI Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 268 114 154 7.28 6.28 6.28 3.662 653 853 812 646 646 851 807 Approach EB 266 114 152 6.68 5.68 5.68 4.162 613 771 742 102 6.38 3.462 911 609 911 609 767 741 267 152 115 7.54 6.54 6.54 3.896 608 760 797 267 146 103 152 115 6.94 6.64 4.28 5.94 5.94 - 4.396 3.696 2.362 574 801 1395 698 726 MI MI M 603 570 801 1395 603 570 758 697 791 722 WB MI MI NB 0 0 146 - 4.29 - 2.371 - 1338 - 1338 SB 0 0 HCM Control Delay, s 10.2 HCM LOS B Minor Lane/Major Mvmt NBL 10.4 B 0.2 NBT NBR EBLn1WBLn1 SBL SBT SBR 0.4 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1395 0.002 7.6 0 A A 0 - 705 674 1338 - 0.011 0.012 0.004 - 10.2 10.4 7.7 - B B A - 0 0 0 M. 0 A M. Synchro 11 Light Report 179 HCM 6th AWSC 6: WCR39 & WCR44 Short Total AM Intersection Intersection Delay, s/veh 8.2 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 3 3 0.91 23 3 0 EB 4 38 7 38 7 0.91 0.91 23 23 42 8 1 0 44 S 44 32 35 9 15 86 30 15 57 2 32 35 9 15 86 30 15 57 2 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 35 38 10 16 95 33 16 63 2 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.2 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.5 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.2 A NB 1 WB 1 EB 1 8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 11% 6% 66% 79% 23% 15% Stop Stop 131 48 15 3 86 38 30 7 144 53 1 1 0.172 0.071 4.302 4.831 Yes Yes 836 743 2.316 2.849 0.172 0.071 8.2 8.2 A A 0.6 0.2 42% 46% 12% Stop 76 32 35 9 84 1 0.112 4.829 Yes 744 2.847 0.113 8.5 A 0.4 20% 77% 3% Stop 74 15 57 2 81 1 0.101 4.488 Yes 800 2.504 0.101 8 A 0.3 Synchro 11 Light Report 180 HCM 6th AWSC 6: WCR39 & WCR44 Short Total PM Intersection Intersection Delay, s/veh 8.5 Intersection LOS Movement A EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 0 0 0.91 23 0 0 4 21 7 21 7 0.91 0.91 23 23 23 8 1 0 EB 44 S 44 32 42 14 13 130 28 14 77 5 32 42 14 13 130 28 14 77 5 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 35 46 15 14 143 31 15 85 5 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.2 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.7 A VVBLn1 SBLn1 SB 1 EB 1 WB 1 8.6 A NB 1 WB 1 EB 1 8.2 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 8% 0% 76% 75% 16% 25% Stop Stop 171 28 13 0 130 21 28 7 188 31 1 1 0.227 0.042 4.341 4.93 Yes Yes 829 726 2.36 2.96 0.227 0.043 8.6 8.2 A A 0.9 0.1 36% 48% 16% Stop 88 32 42 14 97 1 0.132 4.919 Yes 729 2.945 0.133 8.7 A 0.5 15% 80% 5% Stop 96 14 77 5 105 1 0.132 4.489 Yes 800 2.511 0.131 8.2 A 0.5 Synchro 11 Light Report 181 APPENDIX I HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Mid Total AM ." Movement EBL -Niy l 1- t 4\ EBT EBR WBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 142 142 1900 4 45 45 1900 4.5 1.00 0.97 0.97 1598 0.69 1141 54 54 1900 114 114 1900 44 59 59 1900 4.5 1.00 0.98 0.97 1633 0.70 1177 29 29 1900 ii 36 36 1900 4.5 1.00 1.00 0.95 1687 0.07 132 tt 750 750 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 60 60 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 46 46 1900 4.5 1.00 1.00 0.95 1687 0.24 427 tet 1262 1262 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 40 40 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.90 158 0 0 12% 0.90 50 9 259 12% 0.90 60 0 0 12% 0.90 127 0 0 11% 0.90 66 5 220 11% 0.90 32 0 0 11% 0.90 40 0 40 7% 0.90 833 0 833 7% 0.90 0.90 0.90 67 51 1402 36 0 0 31 51 1402 7% 7% 7% 0.90 44 24 20 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm NA 4 4 28.9 28.9 0.25 4.5 3.0 Perm NA 8 8 28.9 28.9 0.25 4.5 3.0 pm+pt 5 2 58.2 58.2 0.50 4.5 3.0 NA 2 53.8 53.8 0.46 4.5 3.0 Perm pm+pt 1 2 6 53.8 57.8 53.8 57.8 0.46 0.50 4.5 4.5 3.0 3.0 53.6 53.6 0.46 4.5 3.0 NA Perm 6 6 53.6 53.6 0.46 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 283 c0.23 0.92 42.6 0.16 30.2 37.0 D 37.0 D 291 124 1558 696 257 1552 694 c0.01 0.25 0.01 c0.42 0.19 0.15 0.02 0.09 0.01 0.76 0.32 0.53 0.04 0.20 0.90 0.03 40.5 22.2 22.4 17.2 16.4 29.1 17.2 1.00 1.00 1.00 1.00 1.00 1.00 1.00 10.6 1.5 1.3 0.1 0.4 9.0 0.1 51.1 23.7 23.7 17.3 16.8 38.0 17.3 D C C B B D B 51.1 23.3 36.7 D C D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 33.5 0.77 116.5 62.5% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.0 B Synchro 11 Light Report 183 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Mid Total AM Mil III. Mall.* 1in. Mill jihkims• aill\ t P \D T1T I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations , , , , Traffic Volume (vph) 0 222 0 0 135 0 1 0 17 2 0 0 Future Volume (vph) 0 222 0 0 135 0 1 0 17 2 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.87 1.00 Flt Protected 1.00 1.00 1.00 0.95 Satd. Flow (prot) 1863 1863 1620 1770 Flt Permitted 1.00 1.00 0.99 0.74 Satd. Flow (perm) 1863 1863 1609 1386 Peak -hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 0 244 0 0 148 0 1 0 19 2 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 18 0 0 0 0 Lane Group Flow (vph) 0 244 0 0 148 0 0 2 0 0 2 0 Turn Type NA Protected Phases 4 Permitted Phases 4 8 Actuated Green, G (s) 28.9 Effective Green, g (s) 28.9 Actuated g/C Ratio 0.25 Clearance Time (s) 4.5 Vehicle Extension (s) 3.0 NA Perm NA Perm NA 8 14 14 14 14 28.9 11.6 11.6 28.9 11.6 11.6 0.25 0.10 0.10 4.5 4.5 4.5 3.0 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 462 c0.13 0.53 37.9 1.00 1.1 39.0 D 39.0 D 462 0.08 0.32 35.8 0.71 0.4 25.9 C 25.9 C 160 0.00 0.01 47.3 1.00 0.1 47.4 D 47.4 D 138 c0.00 0.01 47.3 1.00 0.2 47.5 D 47.5 D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 34.8 HCM 2000 Level of Service C 0.16 116.5 Sum of lost time (s) 18.0 23.4% ICU Level of Service A 15 Synchro 11 Light Report 184 Timing Report, Sorted By Phase 1: US85 & WCR32 Mid Total AM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 57 37 19 48 37 16 Maximum Split (°/0) 8.3% 47.5% 30.8% 15.8% 40.0% 30.8% 13.3% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 67 0 19 67 104 End Time (s) 10 67 104 19 67 104 0 Yield/Force Off (s) 5.5 62.5 99.5 14.5 62.5 99.5 115.5 Yield/Force Off 170(s) 5.5 51.5 88.5 14.5 51.5 88.5 115.5 Local Start Time (s) 101 111 48 101 0 48 85 Local Yield (s) 106.5 43.5 80.5 115.5 43.5 80.5 96.5 Local Yield 170(s) 106.5 32.5 69.5 115.5 32.5 69.5 96.5 Intersection Summary Cycle Length Control Type Natural Cycle 120 Semi Act-Uncoord 120 Splits and Phases: 1: US85 & WCR32 s i =1 402 =1 -12 712 —DP —0 0. 37 =1 0 5 =1 B;JI !D --1 =1t. (I 14r 1-- 4-- I ! 4°;-: s _ _ _ Synchro 11 Light Report 185 Queues 1: US85 & WCR32 Mid Total AM 4\ t t \DP ir I Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 268 225 40 833 67 51 1402 44 v/c Ratio 0.91 0.75 0.25 0.54 0.09 0.19 0.89 0.06 Control Delay 40.3 54.8 17.9 24.9 1.9 16.0 38.0 0.1 Queue Delay 0.0 0.1 58.1 0.0 0.0 0.0 0.0 2.2 Total Delay 40.3 54.9 76.1 24.9 1.9 16.0 38.0 2.4 Queue Length 50th (ft) 76 152 15 248 0 19 551 0 Queue Length 95th (ft) #343 #248 33 312 14 40 #737 0 Internal Link Dist (ft) 2 2980 1209 1023 Turn Bay Length (ft) 400 400 750 750 Base Capacity (vph) 334 340 267 1556 747 272 1579 778 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 3 224 0 0 0 0 652 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.80 0.67 0.93 0.54 0.09 0.19 0.89 0.35 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 186 Queues 12: Vasquez & WCR32 Mid Total AM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 244 148 20 2 v/c Ratio 0.52 0.32 0.07 0.01 Control Delay 41.5 26.9 0.5 49.5 Queue Delay 0.4 0.0 0.0 0.0 Total Delay 41.9 26.9 0.5 49.5 Queue Length 50th (ft) 159 61 0 1 Queue Length 95th (ft) 241 m99 0 10 Internal Link Dist (ft) 1383 2 1063 937 Turn Bay Length (ft) Base Capacity (vph) 531 531 285 139 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 70 0 4 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.53 0.28 0.07 0.01 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. Synchro 11 Light Report 187 HCM Signalized Intersection Capacity Analysis 1: US85 & WCR32 Mid Total PM ." Movement EBL EBT -NiT ima EBR WBL 1- t 4\ t P \,. VVBT VVBR NBL NBT NBR SBL i SBT SBR i Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 198 198 1900 4 43 43 1900 4.5 1.00 0.98 0.97 1604 0.64 1063 48 48 1900 87 87 1900 44 54 54 1900 4.5 1.00 0.97 0.98 1615 0.77 1267 49 49 1900 ) tt 41 1409 41 1409 1900 1900 4.5 4.5 1.00 0.95 1.00 1.00 0.95 1.00 1687 3374 0.15 1.00 261 3374 77 77 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 32 32 1900 4.5 1.00 1.00 0.95 1687 0.06 110 tet 943 943 1900 4.5 0.95 1.00 1.00 3374 1.00 3374 49 49 1900 4.5 1.00 0.85 1.00 1509 1.00 1509 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) 0.94 211 0 0 12% 0.94 46 5 303 12% 0.94 0.94 51 93 0 0 0 0 12% 11% 0.94 57 9 193 11% 0.94 52 0 0 11% 0.94 44 0 44 7% 0.94 1499 0 1499 7% 0.94 82 42 40 7% 0.94 34 0 34 7% 0.94 1003 0 1003 7% 0.94 52 29 23 7% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Perm 4 NA 4 42.5 42.5 0.29 4.5 3.0 Perm NA 8 8 42.5 42.5 0.29 4.5 3.0 pm+pt 5 2 72.8 72.8 0.49 4.5 3.0 NA Perm pm+pt 2 1 2 6 66.6 66.6 69.0 66.6 66.6 69.0 0.45 0.45 0.46 4.5 4.5 4.5 3.0 3.0 3.0 NA Perm 6 6 64.7 64.7 64.7 64.7 0.43 0.43 4.5 4.5 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 303 c0.28 1.00 53.2 0.21 48.2 59.3 E 59.3 E 361 186 1509 674 96 1466 655 0.01 c0.44 c0.01 0.30 0.15 0.11 0.03 0.15 0.01 0.54 0.24 0.99 0.06 0.35 0.68 0.03 44.9 23.8 40.9 23.4 33.5 33.9 24.2 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.5 0.7 21.6 0.2 2.2 2.6 0.1 46.4 24.5 62.6 23.5 35.7 36.5 24.3 D C E C D D C 46.4 59.6 35.9 D E D HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 50.7 0.84 148.9 69.3% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service D 18.0 C Synchro 11 Light Report 188 HCM Signalized Intersection Capacity Analysis 12: Vasquez & WCR32 Mid Total PM ." Movement EBL EBT -NiT ima EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1- t 4\ t P \D 717 i Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) 0 0 1900 4 264 264 1900 4.5 1.00 1.00 1.00 1862 1.00 1862 1 0 1 0 1900 1900 144 0 1 1 25 0 0 2 144 0 1 1 25 0 0 2 1900 1900 1900 1900 1900 1900 1900 1900 4.5 4.5 4.5 1.00 1.00 1.00 1.00 0.87 0.86 1.00 1.00 1.00 1863 1626 1611 1.00 1.00 1.00 1863 1621 1611 Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) 0.94 0.94 0.94 0.94 0 281 1 0 0 0 0 0 0 282 0 0 0.94 0.94 0.94 0.94 0.94 153 0 1 1 27 0 0 0 24 0 153 0 0 5 0 0.94 0 0 0 0.94 0 2 0 0.94 2 0 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) 4 NA 4 42.5 42.5 0.29 4.5 3.0 8 NA 8 42.5 42.5 0.29 4.5 3.0 Perm NA 14 14 17.5 17.5 0.12 4.5 3.0 14 NA 14 17.5 17.5 0.12 4.5 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 531 c0.15 0.53 44.8 1.00 1.0 45.8 D 45.8 D 531 0.08 0.29 41.4 0.79 0.3 33.2 C 33.2 C 190 c0.00 0.03 58.2 1.00 0.3 58.4 E 58.4 E 189 0.00 0.00 58.0 1.00 0.0 58.0 E 58.0 E HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 42.5 0.18 148.9 25.6% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service D 18.0 A Synchro 11 Light Report 189 Timing Report, Sorted By Phase 1: US85 & WCR32 Mid Total PM Phase Number t ir 4 - It 1 2 4 5 6 8 14 Node Number 1 1 1 1 1 1 12 Movement SBL NBTL EBTL NBL SBTL WBTL NBSB Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Recall Mode None Max None None Max None Max Maximum Split (s) 10 71 47 14 67 47 22 Maximum Split (°/0) 6.7% 47.3% 31.3% 9.3% 44.7% 31.3% 14.7% Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 81 0 14 81 128 End Time (s) 10 81 128 14 81 128 0 Yield/Force Off (s) 5.5 76.5 123.5 9.5 76.5 123.5 145.5 Yield/Force Off 170(s) 5.5 65.5 112.5 9.5 65.5 112.5 145.5 Local Start Time (s) 136 146 67 136 0 67 114 Local Yield (s) 141.5 62.5 109.5 145.5 62.5 109.5 131.5 Local Yield 170(s) 141.5 51.5 98.5 145.5 51.5 98.5 131.5 Intersection Summary Cycle Length Control Type Natural Cycle 150 Semi Act-Uncoord 150 Splits and Phases: 1: US85 & WCR32 \Din 1 402 =17' !1 ci4 10 s 71 s i C 47 s =1 05 =1 if (7j6 _1 -12 cis 14s[67 I F[47s 122s Synchro 11 Light Report 190 Queues 1: US85 & WCR32 Mid Total PM Lane Group 4- EBT WBT 4\ t t \D ir I NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 308 0.99 62.0 0.0 62.0 ",303 #507 7 310 0 0 0 0.99 202 0.54 48.7 0.1 48.8 159 248 2980 372 0 6 0 0.55 44 1499 82 34 1003 52 0.22 0.99 0.11 0.31 0.68 0.07 21.3 60.9 6.1 26.2 36.9 2.3 172.8 0.0 0.0 0.0 0.0 68.3 194.1 60.9 6.1 26.2 36.9 70.6 21 -767 3 16 414 0 43 #941 36 36 506 13 1209 1023 400 400 750 750 222 1516 720 109 1474 702 0 0 0 0 0 0 210 0 0 0 0 650 0 0 0 0 0 0 3.67 0.99 0.11 0.31 0.68 1.00 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. Synchro 11 Light Report 191 Queues 12: Vasquez & WCR32 Mid Total PM Lane Group EBT 4i— I it WBT NBT SBT Lane Group Flow (vph) 282 153 29 2 v/c Ratio 0.53 0.29 0.13 0.00 Control Delay 49.1 34.6 22.7 0.0 Queue Delay 0.1 0.0 0.3 0.0 Total Delay 49.2 34.6 23.0 0.0 Queue Length 50th (ft) 234 88 2 0 Queue Length 95th (ft) 331 146 34 0 Internal Link Dist (ft) 1383 7 1063 980 Turn Bay Length (ft) Base Capacity (vph) 535 535 215 967 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 13 0 45 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.54 0.29 0.17 0.00 Intersection Summary Synchro 11 Light Report 192 HCM 6th TWSC 2: WCR35 & WCR32 Mid Total AM Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 7 7 0 Free M. 90 15 8 Major/Minor Major1 4 125 125 0 Free 0 0 90 15 139 10 10 0 Free None 90 15 11 4 4 0 Free M. 90 14 4 Major2 4 139 139 0 Free 0 0 90 14 154 1 2 1 2 0 0 Free Stop None - MI MI 90 90 14 9 1 2 4 0 0 0 Stop M. 0 0 90 9 0 1 4 1 4 0 0 Stop Stop None - 90 90 9 13 1 4 Minor1 Minor2 4 0 0 0 Stop 0 0 90 13 0 6 6 0 Stop None MI 90 13 7 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 155 4.25 M. 2.335 1350 M. 1350 M. Approach EB 0 0 150 M. M. - 4.24 M. - 2.326 - 1361 M. - 1361 M. M. WB 0 0 327 324 145 324 329 - 161 161 - 163 163 - 166 163 - 161 166 - 7.19 6.59 6.29 7.23 6.63 - 6.19 5.59 - 6.23 5.63 - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 613 582 884 608 572 863 - 825 752 - 814 743 - 820 750 - 816 741 MI 155 6.33 M. M. - 604 577 884 603 567 863 - 604 577 - 603 567 - 820 747 - 809 741 - 811 748 - 810 737 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt NBLn1 EBL 0.2 10.4 10 B B EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 675 1350 0.005 0.006 10.4 7.7 0 B A A 0 0 - 1361 - 0.003 - 7.7 - A - 0 0 A - 736 - 0.015 - 10 - B - 0 Synchro 11 Light Report 193 HCM 6th TWSC 2: WCR35 & WCR32 Mid Total PM Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 12 12 0 Free M. 85 15 14 Major/Minor Major1 4 137 137 0 Free 0 0 85 100 15 15 161 2 2 2 0 Free None 0 0 0 Free M. M. 85 14 0 Major2 4 117 117 0 Free 0 0 85 14 138 1 5 1 5 0 0 Free Stop None - MI MI 85 85 14 9 1 6 0 1 0 0 10 0 1 0 0 10 0 0 0 0 0 Stop Stop Stop Stop Stop None - - None M. 0 0 85 9 0 85 85 9 13 1 0 Minor1 Minor2 0 0 85 13 0 MI 85 13 12 Conflicting Flow All 139 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1368 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1368 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 163 M. M. - 4.24 M. - 2.326 - 1346 M. - 1346 M. M. WB 0 0 335 329 162 330 330 - 190 190 - 139 139 - 145 139 - 191 191 - 7.19 6.59 6.29 7.23 6.63 - 6.19 5.59 - 6.23 5.63 - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 605 579 865 603 572 881 - 796 730 - 838 761 - 841 768 - 786 722 MI 139 6.33 M. M. - 592 573 865 597 566 881 - 592 573 - 597 566 - 787 722 - 829 761 - 830 768 - 776 714 NB SB M. HCM Control Delay, s 0.6 HCM LOS Minor Lane/Major Mvmt NBLn1 EBL 0 10.8 B EBT EBR WBL WBT WBR SBLn1 9.1 A Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 625 1368 0.011 0.01 10.8 7.7 B A 0 0 A - - 1346 - - 881 - - - - - 0.013 0 - 0 - - 9.1 - A - - A - - 0 - - 0 Synchro 11 Light Report 194 HCM 6th AWSC 3: WCR39 & WCR32 Mid Total AM Intersection Intersection Delay, s/veh 8.8 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 4 31 45 23 31 45 23 0.85 0.85 0.85 15 15 15 36 53 27 0 1 0 EB 44 S 44 24 82 20 22 26 8 12 64 45 24 82 20 22 26 8 12 64 45 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 23 23 23 13 13 13 12 12 12 28 96 24 26 31 9 14 75 53 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.7 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.1 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.5 A NB 1 WB 1 EB 1 8.7 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 39% 31% 46% 45% 14% 23% Stop Stop 56 99 22 31 26 45 8 23 66 116 1 1 0.09 0.154 4.94 4.764 Yes Yes 725 752 2.976 2.798 0.091 0.154 8.5 8.7 A A 0.3 0.5 19% 10% 65% 53% 16% 37% Stop Stop 126 121 24 12 82 64 20 45 148 142 1 1 0.201 0.183 4.877 4.636 Yes Yes 735 773 2.909 2.667 0.201 0.184 9.1 8.7 A A 0.7 0.7 Synchro 11 Light Report 195 HCM 6th AWSC 3: WCR39 & WCR32 Mid Total PM Intersection Intersection Delay, s/veh 8.7 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach S 44 S 44 37 65 22 18 62 37 19 68 28 25 51 21 37 65 22 18 62 37 19 68 28 25 51 21 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 15 15 15 23 23 23 13 13 13 12 12 12 39 68 23 19 65 39 20 71 29 26 53 22 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.8 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.8 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.7 A NB 1 WB 1 EB 1 8.6 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 17% 30% 59% 52% 24% 18% Stop Stop 115 124 19 37 68 65 28 22 120 129 1 1 0.158 0.172 4.748 4.793 Yes Yes 755 748 2.781 2.827 0.159 0.172 8.7 8.8 A A 0.6 0.6 15% 53% 32% Stop 117 18 62 37 122 1 0.163 4.826 Yes 742 2.86 0.164 8.8 A 0.6 26% 53% 22% Stop 97 25 51 21 101 1 0.134 4.788 Yes 748 2.823 0.135 8.6 A 0.5 Synchro 11 Light Report 196 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Mid Total AM Intersection Int Delay, s/veh Movement 4.3 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 48 48 0 Stop M. 100 ,# 0 0 85 2 56 62 62 0 Stop None 0 85 2 73 t r 81 4 81 4 0 0 Free Free - None - 500 0 0 85 13 95 M. 85 13 5 li 25 25 0 Free 350 85 12 29 Minor1 Major1 Major2 t 72 72 0 Free None 0 0 85 12 85 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 238 95 0 0 100 0 95 - - 143 - - 6.42 6.22 - - 4.22 5.42 - - 5.42 - - 3.518 3.318 - - 2.308 750 962 - - 1432 929 - - 884 - - 735 962 735 929 866 Approach WB NB M. M. M. M. - 1432 SB MI MI MI MI MI MI MI MI HCM Control Delay, s 9.6 HCM LOS A Minor Lane/Major Mvmt 0 2 NBT N BRWBLn 1 WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 735 962 1432 - 0.077 0.076 0.021 - 10.3 9 7.6 - B A A - 0.2 0.2 0.1 Synchro 11 Light Report 197 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Mid Total PM Intersection Int Delay, s/veh 3.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 26 26 0 Stop M. 100 ,# 0 0 85 2 31 35 35 0 Stop None 0 85 2 41 t 106 106 0 Free 0 0 85 13 125 ri 42 42 0 Free None 500 M. 85 13 49 63 63 0 Free 350 85 12 74 Minor1 Major1 Major2 t 69 69 0 Free None 0 0 85 12 81 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 354 125 125 229 6.42 6.22 5.42 5.42 - 3.518 3.318 644 926 901 809 609 926 609 901 765 Approach WB 0 0 174 NB M. M. - 4.22 M. - 2.308 - 1344 M. M. - 1344 M. M. BM SB 0 MI MI MI MI MI MI HCM Control Delay, s 10 HCM LOS B Minor Lane/Major Mvmt 0 3.7 NBT N BRWBLn 1 WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 609 926 1344 - 0.05 0.044 0.055 - 11.2 9.1 7.8 - B A A - 0.2 0.1 0.2 Synchro 11 Light Report 198 HCM 6th TWSC 5: WCR39 & WCR38 Mid Total AM Intersection Int Delay, s/veh Movement 1.9 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 4 4 0 Stop M. 87 18 5 Minor2 4 5 5 0 Stop 0 0 87 18 6 16 16 0 Stop None 87 18 18 10 10 0 Stop M. 4 0 0 0 Stop 0 - 0 87 87 44 44 11 0 Minor1 2 2 0 Stop None MI MI 87 44 2 5 5 0 Free 87 18 6 Major1 4 128 128 0 Free M. 0 0 87 18 147 22 22 0 Free None 20 20 0 Free 87 87 18 19 25 23 Major2 4 82 82 0 Free 0 0 87 19 94 17 17 0 Free None MI 87 19 20 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 323 150 173 7.28 6.28 6.28 3.662 600 816 793 334 150 184 6.68 5.68 5.68 4.162 561 744 718 104 6.38 3.462 909 334 172 162 7.54 6.54 6.54 3.896 547 741 751 332 172 160 6.94 5.94 5.94 4.396 525 684 692 160 114 MI 6.64 4.28 3.696 2.362 786 1381 MI m 587 548 909 522 512 786 1381 587 548 - 522 512 812 730 - 737 681 787 714 - 716 679 Approach EB WB MI MI NB 0 0 172 - 4.29 - 2.371 - 1308 - 1308 SB 0 0 HCM Control Delay, s 10 HCM LOS B Minor Lane/Major Mvmt 11.7 B 0.2 NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 1.3 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1381 0.004 7.6 A 0 - - 745 553 1308 - - 0.039 0.025 0.018 0 - 10 11.7 7.8 A - B B A - - 0.1 0.1 0.1 M. 0 A M. Synchro 11 Light Report 199 HCM 6th TWSC 5: WCR39 & WCR38 Mid Total PM Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 6 6 0 Stop M. 89 18 7 Minor2 4 0 0 0 Stop 0 0 89 18 0 2 2 0 Stop None 89 18 2 5 5 0 Stop M. 89 44 6 Minor1 4 0 0 0 Stop 0 0 89 44 0 4 4 0 Stop None MI MI 89 44 4 4 4 0 Free 4 163 163 0 Free M. 0 - 0 89 89 18 18 4 183 Major1 0 0 0 Free None 89 18 0 6 6 0 Free 89 19 7 Major2 4 132 132 0 Free 0 0 89 19 148 2 2 0 Free None MI 89 19 2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 356 163 193 7.28 6.28 6.28 3.662 570 803 773 354 163 191 6.68 5.68 5.68 4.162 546 734 713 149 6.38 3.462 857 355 191 164 7.54 6.54 6.54 3.896 529 723 749 355 191 164 6.94 5.94 5.94 4.396 509 670 689 183 '150 MI MI 6.64 4.28 3.696 2.362 762 1339 MI M 563 541 857 524 504 762 1339 563 541 - 524 504 801 730 - 721 668 766 711 - 743 685 Approach EB MI MI WB NB 0 0 183 - 4.29 - 2.371 - 1296 - 1296 SB 0 0 HCM Control Delay, s 10.9 HCM LOS B Minor Lane/Major Mvmt NBL 11 B 0.2 NBT NBR EBLn1WBLn1 SBL SBT SBR 0.3 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1339 0.003 7.7 A 0 - - 616 608 1296 - -0.0150.0170.005 0 - 10.9 11 7.8 A - B B A - - 0 0.1 0 M. 0 A M. Synchro 11 Light Report 200 HCM 6th AWSC 6: WCR39 & WCR44 Mid Total AM Intersection Intersection Delay, s/veh 8.6 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 4 4 0.91 23 4 0 EB 4 42 9 42 9 0.91 0.91 23 23 46 10 1 0 44 S 44 36 38 10 19 120 34 17 72 2 36 38 10 19 120 34 17 72 2 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 40 42 11 21 132 37 19 79 2 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.5 A NBLn1 EBLn1 EB 1 NB 1 SB 1 8.8 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.7 A NB 1 WB 1 EB 1 8.3 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 11% 7% 69% 76% 20% 16% Stop Stop 173 55 19 4 120 42 34 9 190 60 1 1 0.232 0.084 4.394 4.991 Yes Yes 817 717 2.417 3.025 0.233 0.084 8.7 8.5 A A 0.9 0.3 43% 45% 12% Stop 84 36 38 10 92 1 0.128 4.995 Yes 717 3.027 0.128 8.8 A 0.4 19% 79% 2% Stop 91 17 72 2 100 1 0.128 4.591 Yes 781 2.618 0.128 8.3 A 0.4 Synchro 11 Light Report 201 HCM 6th AWSC 6: WCR39 & WCR44 Mid Total PM Intersection Intersection Delay, s/veh Intersection LOS Movement 9 A EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 0 0 0.91 23 0 0 4 23 12 23 12 0.91 0.91 23 23 25 13 1 0 EB 36 47 16 17 160 31 16 114 6 36 47 16 17 160 31 16 114 6 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 40 52 18 19 176 34 18 125 7 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.4 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.1 A VVBLn1 SBLn1 SB 1 EB 1 WB 1 9.3 A NB 1 WB 1 EB 1 8.7 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 8% 0% 77% 66% 15% 34% Stop Stop 208 35 17 0 160 23 31 12 229 38 1 1 0.284 0.055 4.468 5.104 Yes Yes 805 700 2.496 3.15 0.284 0.054 9.3 8.4 A A 1.2 0.2 36% 47% 16% Stop 99 36 47 16 109 1 0.155 5.132 Yes 697 3.172 0.156 9.1 A 0.5 12% 84% 4% Stop 136 16 114 6 149 1 0.191 4.604 Yes 779 2.636 0.191 8.7 A 0.7 Synchro 11 Light Report 202 HCM 6th TWSC 7: WCR32 & Site Access Mid Total AM Intersection Int Delay, s/veh 4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized 22 22 0 Free M. Storage Length 300 Veh in Median Storage, # - Grade, % - Peak Hour Factor 91 Heavy Vehicles, % 2 Mvmt Flow 24 Major/Minor Major1 t 43 43 0 Free None 0 0 91 2 47 1 58 58 0 Free 0 0 0 Free None tie 0 0 0 Stop - - 0 0 - 0 0 - 0 91 91 91 2 2 2 64 0 0 Major2 Minor2 68 68 0 Stop None MI MI 91 2 75 Conflicting Flow All 64 0 - Stage 1 Stage 2 Critical Hdwy 4.12 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.218 Pot Cap -1 Maneuver 1538 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1538 Mov Cap -2 Maneuver Stage 1 Stage 2 M. Approach EB WB 0 159 - 64 - - 95 - - 6.42 - 5.42 - - 5.42 - - 3.518 3.318 - 832 1000 - 959 - 929 64 6.22 MI - 819 1000 - 819 - 944 - 929 SB MI MI HCM Control Delay, s 2.5 HCM LOS Minor Lane/Major Mvmt 0 8.9 A EBL EBT WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1538 0.016 7.4 A 0 - 1000 - 0.075 - 8.9 - A - 0.2 Synchro 11 Light Report 203 HCM 6th TWSC 7: WCR32 & Site Access Mid Total PM Intersection Int Delay, s/veh 4.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length 300 Veh in Median Storage, # - Grade, % - Peak Hour Factor 91 Heavy Vehicles, % 2 Mvmt Flow 87 79 79 0 Free t 39 39 0 Free None iik V 71 0 0 46 71 0 0 46 0 0 0 0 Free Free Stop Stop - None - None - - - 0 0 0 - 0 0 0 - 0 91 91 91 91 2 2 2 2 43 78 0 0 Major/Minor Major1 Major2 Minor2 MI MI 91 2 51 Conflicting Flow All 78 0 - Stage 1 Stage 2 Critical Hdwy 4.12 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.218 Pot Cap -1 Maneuver 1520 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1520 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB WB 0 295 - 78 - - 217 - - 6.42 - 5.42 - - 5.42 - - 3.518 3.318 - 696 983 - 945 - 819 78 6.22 MI - 656 983 - 656 - 891 - 819 SB MI MI HCM Control Delay, s 5 HCM LOS Minor Lane/Major Mvmt EBL 0 8.9 A EBT WBT WBR SBLn1 Capacity (veh/h) 1520 HCM Lane V/C Ratio 0.057 HCM Control Delay (s) 7.5 HCM Lane LOS A HCM 95th %tile Q(veh) 0.2 - 983 - 0.051 - 8.9 - A - 0.2 Synchro 11 Light Report 204 APPENDIX J HCM 6th Signalized Intersection Summary 1: US85 & WCR32 Full Total AM Movement ." EBL EBT -NiT ima EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1- t 4\ t P \D ir i Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 150 150 0 1.00 1.00 1722 167 0.90 12 290 0.09 1640 1+ 48 48 0 1.00 No 1722 53 0.90 12 152 0.09 1614 57 57 0 1.00 1.00 1722 3 0.90 12 9 0.09 91 li 126 126 0 1.00 1.00 1737 140 0.90 11 309 0.08 1654 1+ 66 66 0 1.00 No 1737 73 0.90 11 118 0.08 1475 33 33 0 1.00 1.00 38 38 0 1.00 1.00 1737 1796 11 42 0.90 0.90 11 7 18 230 0.08 0.04 222 1711 tt 794 794 0 1.00 No 1796 882 0.90 7 1802 0.53 3413 66 66 0 1.00 1.00 1796 9 0.90 7 804 0.53 1522 li 50 50 0 1.00 1.00 1796 56 0.90 7 400 0.05 1711 tet 1336 1336 0 1.00 No 1796 1484 0.90 7 1827 0.54 3413 42 42 0 1.00 1.00 1796 6 0.90 7 815 0.54 1522 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 167 1640 6.5 6.5 1.00 290 0.57 290 1.00 1.00 27.3 2.8 0.0 2.7 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 56 1706 2.2 2.2 0.05 161 0.35 564 1.00 1.00 30.1 1.3 0.0 0.9 140 1654 5.5 5.5 1.00 309 0.45 309 1.00 1.00 27.6 1.0 0.0 2.2 30.1 0.0 31.4 28.6 C A C C 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 84 1697 3.4 3.4 0.13 136 0.62 537 1.00 1.00 31.6 4.5 0.0 1.5 42 1711 0.8 0.8 1.00 230 0.18 294 1.00 1.00 11.8 0.4 0.0 0.3 0.0 36.1 12.2 A D B 882 1706 11.7 11.7 1802 0.49 1802 1.00 1.00 10.7 1.0 0.0 4.1 9 1522 0.2 0.2 1.00 804 0.01 804 1.00 1.00 8.0 0.0 0.0 0.1 56 1711 1.0 1.0 1.00 400 0.14 452 1.00 1.00 7.7 0.2 0.0 0.3 1484 6 1706 1522 25.4 0.1 25.4 0.1 1.00 1827 815 0.81 0.01 1827 815 1.00 1.00 1.00 1.00 13.6 7.7 4.1 0.0 0.0 0.0 9.3 0.0 11.6 8.0 7.9 17.6 B A A 7.7 B A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 223 30.4 C 1 2 3 224 3t4 C 933 11.6 B 4 5 6 7 8 1546 17.2 B Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 7.8 4.5 5.5 3.0 0.0 42.0 4.5 37.5 13.7 6.8 10.0 4.5 5.5 7.5 0.0 11.2 4.5 23.5 4.2 0.2 7.3 4.5 5.5 2.8 0.0 42.5 11.0 4.5 4.5 37.5 6.5 27.4 8.5 7.1 0.0 10.2 4.5 22.5 5.4 0.3 HCM 6th Ctrl Delay HCM 6th LOS 17.5 B Synchro 11 Light Report 206 Timing Report, Sorted By Phase 1: US85 & WCR32 Full Total AM Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 42 10 28 10 42 11 27 Maximum Split C/0) 11.1% 46.7% 11.1% 31.1% 11.1% 46.7% 12.2% 30.0% Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 52 62 0 10 52 63 End Time (s) 10 52 62 0 10 52 63 0 Yield/Force Off (s) 5.5 47.5 57.5 85.5 5.5 47.5 58.5 85.5 Yield/Force Off 170(s) 5.5 36.5 57.5 74.5 5.5 36.5 58.5 74.5 Local Start Time (s) 80 0 42 52 80 0 42 53 Local Yield (s) 85.5 37.5 47.5 75.5 85.5 37.5 48.5 75.5 Local Yield 170(s) 85.5 26.5 47.5 64.5 85.5 26.5 48.5 64.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 O to2 co 3 ri :- 10 s 42 s 10 c L Y 411\ 9 IC 16 ik • 7 Mili E I: Inc 42_, V 11r -;7 V . Synchro 11 Light Report 207 Queues 1: US85 & WCR32 Full Total AM is -IP i 4- 4\ t P \DP ir I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 167 116 140 110 42 882 73 56 1484 47 v/c Ratio 0.65 0.42 0.55 0.47 0.19 0.48 0.08 0.15 0.81 0.05 Control Delay 36.0 20.7 31.8 31.1 8.7 13.4 0.8 7.8 21.1 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 36.0 20.7 31.8 31.1 8.7 13.4 0.8 7.8 21.1 0.1 Queue Length 50th (ft) 65 23 54 37 7 145 0 9 322 0 Queue Length 95th (ft) 118 69 100 85 21 221 6 26 #528 0 Internal Link Dist (ft) 825 2980 1209 1023 Turn Bay Length (ft) 300 300 400 400 750 750 Base Capacity (vph) 257 566 255 542 225 1836 879 364 1836 879 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.65 0.20 0.55 0.20 0.19 0.48 0.08 0.15 0.81 0.05 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 208 HCM 6th Signalized Intersection Summary 1: US85 & WCR32 Full Total PM Movement ." EBL EBT -NiT ima EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1- t 4\ t P \D 717 i Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 210 210 0 1.00 1.00 1722 223 0.94 12 326 0.14 1640 1 50 50 0 1.00 No 1722 53 0.94 12 177 0.14 1229 51 51 0 1.00 1.00 1722 18 0.94 12 60 0.14 418 li 95 95 0 1.00 1.00 60 60 0 1.00 No 1737 1737 101 64 0.94 0.94 11 11 280 89 0.07 0.08 1654 1189 52 52 0 1.00 1.00 43 43 0 1.00 1.00 1737 1796 25 46 0.94 0.94 11 7 35 325 0.08 0.04 464 1711 1.00 No 1796 1586 0.94 7 1976 0.58 3413 tt r 1491 88 1491 88 0 0 1.00 1.00 1796 33 0.94 7 881 0.58 1522 li 36 36 0 1.00 1.00 1796 38 0.94 7 189 0.03 1711 tet 998 998 0 1.00 No 1796 1062 0.94 7 1965 0.58 3413 52 52 0 1.00 1.00 1796 5 0.94 7 876 0.58 1522 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 223 0 71 101 0 89 46 1586 33 38 1640 0 1647 1654 0 1653 1711 1706 1522 1711 12.5 0.0 4.0 5.7 0.0 5.4 1.1 37.8 1.0 0.9 12.5 0.0 4.0 5.7 0.0 5.4 1.1 37.8 1.0 0.9 1.00 0.25 1.00 0.28 1.00 1.00 1.00 326 0 237 280 0 124 325 1976 881 189 0.68 0.00 0.30 0.36 0.00 0.72 0.14 0.80 0.04 0.20 327 0 438 314 0 360 356 1976 881 225 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 35.4 0.0 39.6 40.1 0.0 46.7 10.1 17.1 9.4 15.9 5.8 0.0 0.7 0.8 0.0 7.5 0.2 3.6 0.1 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.4 0.0 1.7 2.4 0.0 2.5 0.4 14.6 0.3 0.4 41.2 0.0 40.3 40.9 0.0 54.2 10.3 D A D D A D B 1062 1706 19.8 19.8 1965 0.54 1965 1.00 1.00 13.5 1.1 0.0 7.5 20.7 9.4 16.4 14.6 C A B 5 1522 0.1 0.1 1.00 876 0.01 876 1.00 1.00 9.3 0.0 0.0 0.0 9.3 B A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 294 41.0 D 190 47.2 D 1665 20.2 C 1 2 3 4 5 6 7 8 1105 14.6 B Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 7.8 4.5 5.5 2.9 0.0 64.3 4.5 59.5 39.8 12.4 11.8 4.5 9.5 7.7 0.0 19.3 4.5 27.5 6.0 0.3 8.2 4.5 5.5 3.1 0.0 64.0 4.5 59.5 21.8 9.9 18.9 4.5 14.5 14.5 0.0 12.3 4.5 22.5 7.4 0.3 HCM 6th Ctrl Delay HCM 6th LOS 21.7 C Synchro 11 Light Report 209 Timing Report, Sorted By Phase 1: US85 & WCR32 Full Total PM Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 64 14 32 10 64 19 27 Maximum Split C/0) 8.3% 53.3% 11.7% 26.7% 8.3% 53.3% 15.8% 22.5% Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 74 88 0 10 74 93 End Time (s) 10 74 88 0 10 74 93 0 Yield/Force Off (s) 5.5 69.5 83.5 115.5 5.5 69.5 88.5 115.5 Yield/Force Off 170(s) 5.5 58.5 83.5 104.5 5.5 58.5 88.5 104.5 Local Start Time (s) 110 0 64 78 110 0 64 83 Local Yield (s) 115.5 59.5 73.5 105.5 115.5 59.5 78.5 105.5 Local Yield 170(s) 115.5 48.5 73.5 94.5 115.5 48.5 78.5 94.5 Intersection Summary Cycle Length Control Type Natural Cycle 120 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 —Din 4 w � I a -' 2_. I Li n jik . I:17 4- )7 [ I 11i S I 64s 19 s Synchro 11 Light Report 210 Queues 1: US85 & WCR32 Full Total PM is -IP i 4- 4\ t P \DP ir I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 223 107 101 119 46 1586 94 38 1062 55 v/c Ratio 0.73 0.39 0.39 0.60 0.17 0.81 0.10 0.25 0.56 0.06 Control Delay 47.4 30.9 34.8 46.7 9.7 23.7 1.0 12.2 17.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.4 30.9 34.8 46.7 9.7 23.7 1.0 12.2 17.5 0.1 Queue Length 50th (ft) 131 42 54 58 11 473 0 9 245 0 Queue Length 95th (ft) 205 95 99 119 28 #666 10 25 346 0 Internal Link Dist (ft) 892 2980 1209 1023 Turn Bay Length (ft) 300 300 400 400 750 750 Base Capacity (vph) 313 438 271 365 278 1965 935 155 1901 909 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.71 0.24 0.37 0.33 0.17 0.81 0.10 0.25 0.56 0.06 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 211 HCM 6th TWSC 2: WCR35 & WCR32 Full Total AM Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 8 8 0 Free M. 90 15 9 Major/Minor Major1 4 137 137 0 Free 0 0 90 15 152 9 9 0 Free None 90 15 10 5 5 0 Free M. 90 14 6 Major2 4 158 158 0 Free 0 0 90 14 176 1 3 1 3 0 0 Free Stop None - MI MI 90 90 14 9 1 3 4 0 0 0 Stop M. 0 0 90 9 0 1 5 1 5 0 0 Stop Stop None - 90 90 9 13 1 6 Minor1 Minor2 4 0 0 0 Stop 0 0 90 13 0 6 6 0 Stop None MI 90 13 7 Conflicting Flow All 177 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1324 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1324 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 162 0 0 367 364 157 365 369 - - - 175 175 - 189 189 - - - 192 189 - 176 180 - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 577 553 870 571 543 838 - - - 811 741 - 788 724 - - - 794 731 - 801 730 - 4.24 - 2.326 - 1347 - 1347 M. M. WB MI 177 6.33 M. M. - 567 546 870 565 536 838 - 567 546 - 565 536 - 805 736 - 782 720 - 784 727 - 794 725 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt 0.2 10.8 B NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 10.3 B Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 621 1324 0.007 0.007 10.8 7.7 0 B A A 0 0 - 1347 - 0.004 - 7.7 - A - 0 - - 687 - - 0.018 0 - 10.3 A IM B - 0.1 Synchro 11 Light Report 212 HCM 6th TWSC 2: WCR35 & WCR32 Full Total PM Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 13 13 0 Free M. 85 15 15 Major/Minor Major1 4 158 158 0 Free 0 0 85 15 186 2 2 0 Free None 100 15 2 0 0 0 Free M. M. 85 14 0 Major2 4 131 1 6 131 1 6 0 0 0 Free Free Stop - None - 0 0 85 14 154 MI MI m. 85 85 14 9 1 7 0 1 0 0 9 0 1 0 0 9 0 0 0 0 0 Stop Stop Stop Stop Stop None - - None M. 0 0 85 9 0 85 85 9 13 1 0 Minor1 Minor2 0 0 85 13 0 MI 85 13 11 Conflicting Flow All 155 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1350 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1350 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 188 0 0 377 372 187 373 373 - - - 217 217 - 155 155 - - - 160 155 - 218 218 - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 568 547 837 564 540 863 - - - 770 710 - 822 749 - - - 826 756 - 760 703 - 4.24 - 2.326 - 1317 - 1317 M. M. WB MI 155 6.33 M. M. - 556 540 837 558 534 863 - 556 540 - 558 534 - 761 701 - 812 749 - 816 756 - 750 695 NB SB M. HCM Control Delay, s 0.6 HCM LOS Minor Lane/Major Mvmt 0 11.3 9.2 B A NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 584 1350 0.014 0.011 11.3 7.7 B A A 0 0 - - 1317 - - 863 - - - - - 0.012 0 - 0 - - 9.2 - A - - A - - 0 - - 0 Synchro 11 Light Report 213 HCM 6th AWSC 3: WCR39 & WCR32 Full Total AM Intersection Intersection Delay, s/veh 9.2 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 34 50 24 30 93 26 23 29 10 15 72 53 34 50 24 30 93 26 23 29 10 15 72 53 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 15 15 15 23 23 23 13 13 13 12 12 12 40 59 28 35 109 31 27 34 12 18 85 62 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 9 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.6 A WBLn1 SBLn1 SB 1 EB 1 WB 1 8.7 A NB 1 WB 1 EB 1 9.1 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 37% 31% 47% 46% 16% 22% Stop Stop 62 108 23 34 29 50 10 24 73 127 1 1 0.103 0.173 5.062 4.889 Yes Yes 705 731 3.113 2.938 0.104 0.174 8.7 9 A A 0.3 0.6 20% 62% 17% Stop 149 30 93 26 175 1 0.242 4.966 Yes 720 3.013 0.243 9.6 A 0.9 11% 51% 38% Stop 140 15 72 53 165 1 0.217 4.746 Yes 754 2.791 0.219 9.1 A 0.8 Synchro 11 Light Report 214 HCM 6th AWSC 3: WCR39 & WCR32 Full Total PM Intersection Intersection Delay, s/veh 9.1 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 45 76 23 22 70 43 20 77 35 33 57 25 45 76 23 22 70 43 20 77 35 33 57 25 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 15 15 15 23 23 23 13 13 13 12 12 12 47 79 24 23 73 45 21 80 36 34 59 26 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 9.3 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.2 A WBLn1 SBLn1 SB 1 EB 1 WB 1 9 A NB 1 WB 1 EB 1 9 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 15% 31% 58% 53% 27% 16% Stop Stop 132 144 20 45 77 76 35 23 138 150 1 1 0.186 0.206 4.868 4.933 Yes Yes 734 725 2.921 2.985 0.188 0.207 9 9.3 A A 0.7 0.8 16% 52% 32% Stop 135 22 70 43 141 1 0.194 4.956 Yes 721 3.008 0.196 9.2 A 0.7 29% 50% 22% Stop 115 33 57 25 120 1 0.164 4.929 Yes 725 2.983 0.166 9 A 0.6 Synchro 11 Light Report 215 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Full Total AM Intersection Int Delay, s/veh 4.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Ii F t F '9 t Traffic Vol, veh/h 60 76 91 8 31 78 Future Vol, veh/h 60 76 91 8 31 78 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - 500 350 - Veh in Median Storage, # 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 13 13 12 12 Mvmt Flow 71 89 107 9 36 92 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 271 107 Stage 1 107 Stage 2 164 Critical Hdwy 6.42 6.22 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 - Follow-up Hdwy 3.518 3.318 Pot Cap -1 Maneuver 718 947 Stage 1 917 - Stage 2 865 - Platoon blocked, % Mov Cap -1 Maneuver 700 947 Mov Cap -2 Maneuver 700 - Stage 1 917 - Stage 2 843 - 0 0 116 M. M. - 4.22 M. - 2.308 - 1413 M. 0 MI MI MI MI MI i. MI - 1413 M. M. MI Approach WB NB SB MI MI HCM Control Delay, s 9.9 HCM LOS A 0 2.2 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 700 947 1413 - 0.101 0.094 0.026 - 10.7 9.2 7.6 - B A A - 0.3 0.3 0.1 Synchro 11 Light Report 216 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Full Total PM Intersection Int Delay, s/veh 3.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 33 33 0 Stop M. 100 ,# 0 0 85 2 39 45 45 0 Stop None 0 85 2 53 t 115 115 0 Free 0 0 85 13 135 ri 55 55 0 Free None 500 M. 85 13 65 li 78 78 0 Free 350 85 12 92 Minor1 Major1 Major2 t 80 80 0 Free None 0 0 85 12 94 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 413 135 135 278 6.42 6.22 5.42 5.42 - 3.518 3.318 595 914 891 769 553 914 553 891 715 Approach WB 0 0 200 NB M. M. - 4.22 M. - 2.308 - 1315 M. M. - 1315 M. M. SB 0 MI MI MI MI MI MI MI MI HCM Control Delay, s 10.4 HCM LOS B 0 3.9 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 553 914 1315 - 0.07 0.058 0.07 - 12 9.2 7.9 - B A A - 0.2 0.2 0.2 Synchro 11 Light Report 217 HCM 6th TWSC 5: WCR39 & WCR38 Full Total AM Intersection Int Delay, s/veh Movement 1.8 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 4 4 0 Stop M. 87 18 5 Major/Minor Minor2 4 5 5 0 Stop 0 0 87 18 6 17 17 0 Stop None 87 18 20 10 10 0 Stop M. 4 0 0 0 Stop 0 - 0 87 87 44 44 11 0 3 3 0 Stop None MI MI 87 44 3 5 5 0 Free 87 18 6 Minor1 Major1 4 150 150 0 Free M. 0 0 87 18 172 23 23 0 Free None 87 18 26 22 22 0 Free 87 19 25 Major2 4 93 93 0 Free 0 0 87 19 107 18 18 0 Free None MI 87 19 21 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 367 168 199 7.28 6.28 6.28 3.662 561 798 767 548 548 794 760 Approach EB 378 168 210 6.68 5.68 5.68 4.162 529 730 699 515 515 715 696 3.462 892 118 378 - 197 - 181 6.38 7.54 - 6.54 6.54 3.896 510 - 717 - 732 892 485 485 713 695 375 185 128 197 178 6.94 6.64 4.28 5.94 5.94 - 4.396 3.696 2.362 495 760 1365 666 679 MI MI MI 482 760 1365 482 663 665 MI MI WB NB 0 0 198 - 4.29 - 2.371 - 1279 - 1279 SB 0 0 HCM Control Delay, s 10.2 HCM LOS B Minor Lane/Major Mvmt 12 0.2 B NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 1.3 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1365 0.004 7.6 A 0 - - 721 529 1279 - - 0.041 0.028 0.02 0 - 10.2 12 7.9 A - B B A - - 0.1 0.1 0.1 M. 0 A M. Synchro 11 Light Report 218 HCM 6th TWSC 5: WCR39 & WCR38 Full Total PM Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 6 6 0 Stop M. 89 18 7 Minor2 4 0 0 0 Stop 0 0 89 18 0 3 3 0 Stop None 89 18 3 5 5 0 Stop M. 89 44 6 Minor1 4 0 0 0 Stop 0 0 89 44 0 4 4 0 Stop None MI MI 89 44 4 4 4 0 Free 4 183 183 0 Free M. 0 - 0 89 89 18 18 4 206 Major1 0 0 0 Free None 89 18 0 6 6 0 Free 89 19 7 Major2 4 159 159 0 Free 0 0 89 19 179 3 3 0 Free None MI 89 19 3 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 411 195 216 7.28 6.28 6.28 3.662 524 771 751 409 195 214 6.68 5.68 5.68 4.162 508 710 697 181 6.38 3.462 822 410 214 196 7.54 6.54 6.54 3.896 485 702 718 410 214 196 6.94 5.94 5.94 4.396 472 654 666 206 182 MI MI 6.64 4.28 3.696 2.362 739 1302 MI M 517 503 822 480 468 739 1302 517 503 - 480 468 769 706 - 700 652 744 695 - 711 662 Approach EB WB MI MI NB 0 0 206 - 4.29 - 2.371 - 1270 - 1270 SB 0 0 HCM Control Delay, s 11.2 HCM LOS B Minor Lane/Major Mvmt 11.4 B 0.2 NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0.3 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1302 0.003 7.8 A 0 - - 590 569 1270 - -0.0170.0180.005 0 - 11.2 11.4 7.8 A - B B A - - 0.1 0.1 0 M. 0 A M. Synchro 11 Light Report 219 HCM 6th AWSC 6: WCR39 & WCR44 Full Total AM Intersection Intersection Delay, s/veh 8.9 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 4 4 0.91 23 4 0 EB 4 44 11 44 11 0.91 0.91 23 23 48 12 1 0 38 41 10 22 141 36 18 82 3 38 41 10 22 141 36 18 82 3 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 42 45 11 24 155 40 20 90 3 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.6 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9 A WBLn1 SBLn1 SB 1 EB 1 WB 1 9.1 A NB 1 WB 1 EB 1 8.5 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 11% 7% 71% 75% 18% 19% Stop Stop 199 59 22 4 141 44 36 11 219 65 1 1 0.27 0.092 4.453 5.091 Yes Yes 807 703 2.481 3.13 0.271 0.092 9.1 8.6 A A 1.1 0.3 43% 46% 11% Stop 89 38 41 10 98 1 0.139 5.108 Yes 701 3.146 0.14 9 A 0.5 17% 80% 3% Stop 103 18 82 3 113 1 0.146 4.653 Yes 770 2.685 0.147 8.5 A 0.5 Synchro 11 Light Report 220 HCM 6th AWSC 6: WCR39 & WCR44 Full Total PM Intersection Intersection Delay, s/veh 9.4 Intersection LOS Movement A EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 0 0 0.91 23 0 0 4 24 14 24 14 0.91 0.91 23 23 26 15 1 0 EB 38 50 17 19 180 33 17 138 6 38 50 17 19 180 33 17 138 6 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 20 20 20 5 5 5 4 4 4 42 55 19 21 198 36 19 152 7 0 1 0 0 1 0 0 1 0 WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 8.6 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.4 A VVBLn1 SBLn1 SB 1 EB 1 WB 1 9.7 A NB 1 WB 1 EB 1 9.1 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 8% 0% 78% 63% 14% 37% Stop Stop 232 38 19 0 180 24 33 14 255 42 1 1 0.321 0.061 4.539 5.235 Yes Yes 790 681 2.577 3.294 0.323 0.062 9.7 8.6 A A 1.4 0.2 36% 48% 16% Stop 105 38 50 17 115 1 0.169 5.265 Yes 678 3.317 0.17 9.4 A 0.6 11% 86% 4% Stop 161 17 138 6 177 1 0.23 4.674 Yes 766 2.714 0.231 9.1 A 0.9 Synchro 11 Light Report 221 HCM 6th TWSC 7: WCR32 & Site Access Full Total AM Intersection Int Delay, s/veh 4.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Ii t 14, V' Traffic Vol, veh/h 29 46 61 0 0 88 Future Vol, veh/h 29 46 61 0 0 88 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 300 - - - 0 Veh in Median Storage, # - 0 0 - 0 Grade,% - 0 0 - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 32 51 67 0 0 97 Major/Minor Major1 Major2 Minor2 MI MI Conflicting Flow All 67 0 - Stage 1 Stage 2 Critical Hdwy 4.12 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.218 Pot Cap -1 Maneuver 1535 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1535 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. 0 182 67 - 67 - - 115 - - 6.42 6.22 - 5.42 - - 5.42 - - 3.518 3.318 - 807 997 - 956 - - 910 MI - 790 997 - 790 - - 936 - - 910 - Approach EB WB SB HCM Control Delay, s 2.9 0 9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1535 HCM Lane V/C Ratio 0.021 HCM Control Delay (s) 7.4 HCM Lane LOS A HCM 95th %tile Q(veh) 0.1 - 997 - 0.097 - 9 - A - 0.3 Synchro 11 Light Report 222 HCM 6th TWSC 7: WCR32 & Site Access Full Total PM Intersection Int Delay, s/veh 4.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length 300 Veh in Median Storage, # - Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow II 103 103 0 Free M. 91 2 113 t itp) V 41 76 0 0 59 41 76 0 0 59 0 0 0 0 0 Free Free Free Stop Stop None - None - None 0 0 - 0 0 0 - 0 91 91 91 91 91 2 2 2 2 2 45 84 0 0 65 Major/Minor Major1 Major2 Minor2 MI MI Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 84 0 - 4.12 M. 2.218 1513 M. 1513 M. Approach EB WB 0 355 - 84 - - 271 - - 6.42 - 5.42 - - 5.42 - - 3.518 3.318 - 643 975 - 939 - 775 84 6.22 MI - 595 975 - 595 - 869 - 775 SB MI MI HCM Control Delay, s 5.4 HCM LOS Minor Lane/Major Mvmt 0 9 A EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1513 HCM Lane V/C Ratio 0.075 HCM Control Delay (s) 7.6 HCM Lane LOS A HCM 95th %tile Q(veh) 0.2 - 975 - 0.066 - 9 - A - 0.2 Synchro 11 Light Report 223 APPENDIX K HCM 6th Signalized Intersection Summary 1: US85 & WCR32 Long Total AM Movement ." 'iy I 1- t 4\ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 180 180 0 1.00 1.00 1722 189 0.95 12 283 0.09 1640 1 60 60 0 1.00 No 1722 63 0.95 12 118 0.12 995 70 70 0 1.00 1.00 1722 39 0.95 12 73 0.12 616 li 155 155 0 1.00 1.00 1737 163 0.95 11 293 0.07 1654 85 85 0 1.00 No 1737 1737 1796 89 33 47 0.95 0.95 0.95 11 11 7 127 47 180 0.11 0.11 0.04 1208 448 1711 45 45 0 1.00 1.00 45 45 0 1.00 1.00 tt 965 965 0 1.00 No 1796 1016 0.95 7 1742 0.51 3413 85 85 0 1.00 1.00 1796 25 0.95 7 777 0.51 1522 li 65 65 0 1.00 1.00 1796 68 0.95 7 343 0.05 1711 tet 1625 1625 0 1.00 No 1796 1711 0.95 7 1773 0.52 3413 50 50 0 1.00 1.00 1796 6 0.95 7 791 0.52 1522 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 189 1640 6.5 6.5 1.00 283 0.67 283 1.00 1.00 28.1 5.9 0.0 3.4 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 102 1611 4.4 4.4 0.38 191 0.53 515 1.00 1.00 30.5 2.3 0.0 1.8 163 1654 5.5 5.5 1.00 293 0.56 293 1.00 1.00 28.1 2.3 0.0 2.7 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 122 1656 5.2 5.2 0.27 174 0.70 507 1.00 1.00 31.8 5.0 0.0 2.3 47 1711 0.9 0.9 1.00 180 0.26 236 1.00 1.00 16.9 0.8 0.0 0.4 34.0 0.0 32.8 30.4 0.0 36.8 17.6 C A C C A D B 1016 1706 15.2 15.2 1742 0.58 1742 1.00 1.00 12.5 1.4 0.0 5.5 25 1522 0.6 0.6 1.00 777 0.03 777 1.00 1.00 9.0 0.1 0.0 0.2 68 1711 1.3 1.3 1.00 343 0.20 384 1.00 1.00 9.2 0.3 0.0 0.5 1711 6 1706 1522 35.5 0.1 35.5 0.1 1.00 1773 791 0.97 0.01 1773 791 1.00 1.00 1.00 1.00 17.0 8.5 14.6 0.0 0.0 0.0 15.5 0.0 14.0 9.0 9.5 31.6 B A A 8.5 C A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 291 33.5 C 2 3 285 33.1 C 1088 14.0 B 4 5 6 7 8 1785 30.7 C Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p c), s Intersection Summary 8.3 4.5 5.5 3.3 0.0 42.0 4.5 37.5 17.2 7.6 10.0 4.5 5.5 7.5 0.0 13.2 4.5 23.5 6.4 0.4 7.6 4.5 5.5 2.9 0.0 42.7 4.5 37.5 37.5 0.0 11.0 4.5 6.5 8.5 0.0 12.2 4.5 22.5 7.2 0.5 HCM 6th Ctrl Delay HCM 6th LOS 25.9 C Synchro 11 Light Report 225 Timing Report, Sorted By Phase 1: US85 & WCR32 Long Total AM Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 42 10 28 10 42 11 27 Maximum Split C/0) 11.1% 46.7% 11.1% 31.1% 11.1% 46.7% 12.2% 30.0% Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 52 62 0 10 52 63 End Time (s) 10 52 62 0 10 52 63 0 Yield/Force Off (s) 5.5 47.5 57.5 85.5 5.5 47.5 58.5 85.5 Yield/Force Off 170(s) 5.5 36.5 57.5 74.5 5.5 36.5 58.5 74.5 Local Start Time (s) 80 0 42 52 80 0 42 53 Local Yield (s) 85.5 37.5 47.5 75.5 85.5 37.5 48.5 75.5 Local Yield 170(s) 85.5 26.5 47.5 64.5 85.5 26.5 48.5 64.5 Intersection Summary Cycle Length Control Type Natural Cycle 90 Semi Act-Uncoord 90 Splits and Phases: 1: US85 & WCR32 0 to2 co 3 -ri :- .4\ 9 IC 16 ik • 7 E I: Inc 42_, V 11r 7 -;_. V . Synchro 11 Light Report 226 Queues 1: US85 & WCR32 Long Total AM is -IP i 4- 4\ t P \DP ir I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 189 137 163 136 47 1016 89 68 1711 53 v/c Ratio 0.72 0.48 0.62 0.54 0.21 0.58 0.11 0.22 0.93 0.06 Control Delay 40.6 23.3 35.3 33.4 9.6 16.3 1.5 9.1 30.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.6 23.3 35.3 33.4 9.6 16.3 1.5 9.1 30.5 0.1 Queue Length 50th (ft) 75 32 64 49 8 183 0 12 487 0 Queue Length 95th (ft) 131 83 114 103 24 278 13 32 #685 0 Internal Link Dist (ft) 417 2980 1209 1023 Turn Bay Length (ft) 200 200 400 400 750 750 Base Capacity (vph) 262 551 262 525 219 1754 845 305 1843 881 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.72 0.25 0.62 0.26 0.21 0.58 0.11 0.22 0.93 0.06 Intersection Summary Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 227 HCM 6th Signalized Intersection Summary 1: US85 & WCR32 Long Total PM 'iy I 1- t 4\ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ii 1, li it+ '1 tt r li tt r Traffic Volume (veh/h) 255 60 60 125 75 70 55 1815 110 50 1215 65 Future Volume (veh/h) 255 60 60 125 75 70 55 1815 110 50 1215 65 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1722 1722 1722 1737 1737 1737 1796 1796 1796 1796 1796 1796 Adj Flow Rate, veh/h 268 63 28 132 79 41 58 1911 52 53 1279 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 12 12 12 11 11 11 7 7 7 7 7 7 Cap, veh/h 319 162 72 326 102 53 257 1918 855 132 1913 853 Arrive On Green 0.14 0.14 0.14 0.09 0.09 0.09 0.04 0.56 0.56 0.04 0.56 0.56 Sat Flow,veh/h 1640 1130 502 1654 1077 559 1711 3413 1522 1711 3413 1522 Grp Volume(v), veh/h 268 0 91 132 0 120 58 1911 52 53 1279 5 Grp Sat Flow(s),veh/h/In 1640 0 1632 1654 0 1636 1711 1706 1522 1711 1706 1522 Q Serve(g_s), s 14.5 0.0 5.4 7.5 0.0 7.6 1.5 59.2 1.6 1.4 28.0 0.2 Cycle Q Clear(g_c), s 14.5 0.0 5.4 7.5 0.0 7.6 1.5 59.2 1.6 1.4 28.0 0.2 Prop In Lane 1.00 0.31 1.00 0.34 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 319 0 234 326 0 155 257 1918 855 132 1913 853 V/C Ratio(X) 0.84 0.00 0.39 0.41 0.00 0.77 0.23 1.00 0.06 0.40 0.67 0.01 Avail Cap(c_a), veh/h 319 0 423 328 0 347 279 1918 855 157 1913 853 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.8 0.0 41.2 38.5 0.0 46.9 13.1 23.1 10.5 25.5 16.4 10.3 Incr Delay (d2), s/veh 17.9 0.0 1.1 0.8 0.0 8.0 0.4 19.7 0.1 1.9 1.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %Ile BackOfQ(50c/0),veh/In 7.7 0.0 2.2 3.1 0.0 3.4 0.6 27.0 0.6 0.8 10.8 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.7 0.0 42.3 39.4 0.0 54.9 13.6 42.9 10.7 27.5 18.3 10.3 LnGrp LOS D A D D A D B D B C B B Approach Vol, veh/h Approach Delay, s/veh Approach LOS 359 51.5 D 252 46.8 D 2021 41.2 D Timer - Assigned Phs 1 2 3 4 5 6 7 8 1337 18.6 B Phs Duration (G+Y+Rc), s 8.5 64.1 13.8 19.7 8.6 64.0 19.0 14.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 59.5 9.5 27.5 5.5 59.5 14.5 22.5 Max Q Clear Time (g_c+11), s 3.4 61.2 9.5 7.4 3.5 30.0 16.5 9.6 Green Ext Time (p_c), s 0.0 0.0 0.0 0.4 0.0 11.9 0.0 0.4 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 34.9 C Synchro 11 Light Report 228 Timing Report, Sorted By Phase 1: US85 & WCR32 Long Total PM Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 64 14 32 10 64 19 27 Maximum Split C/0) 8.3% 53.3% 11.7% 26.7% 8.3% 53.3% 15.8% 22.5% Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 74 88 0 10 74 93 End Time (s) 10 74 88 0 10 74 93 0 Yield/Force Off (s) 5.5 69.5 83.5 115.5 5.5 69.5 88.5 115.5 Yield/Force Off 170(s) 5.5 58.5 83.5 104.5 5.5 58.5 88.5 104.5 Local Start Time (s) 110 0 64 78 110 0 64 83 Local Yield (s) 115.5 59.5 73.5 105.5 115.5 59.5 78.5 105.5 Local Yield 170(s) 115.5 48.5 73.5 94.5 115.5 48.5 78.5 94.5 Intersection Summary Cycle Length Control Type Natural Cycle 120 Semi Act-Uncoord 120 Splits and Phases: 1: US85 & WCR32 —Din 4 w � I a -' 2_. I Li n jik . I:17 4- )7 [ I 11i S I 64s 19 s Synchro 11 Light Report 229 Queues 1: US85 & WCR32 Long Total PM is -IP i 4- 4\ t P \DP ir I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 268 126 132 153 58 1911 116 53 1279 68 v/c Ratio 0.88 0.42 0.47 0.67 0.29 1.03 0.13 0.36 0.69 0.08 Control Delay 62.1 32.2 36.4 50.1 12.9 56.4 2.1 16.2 21.8 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.1 32.2 36.4 50.1 12.9 56.4 2.1 16.2 21.8 0.2 Queue Length 50th (ft) 162 55 72 81 15 -790 0 14 344 0 Queue Length 95th (ft) #245 113 123 151 36 #1025 22 34 486 0 Internal Link Dist (ft) 417 2980 1209 1023 Turn Bay Length (ft) 200 200 400 400 750 750 Base Capacity (vph) 308 426 286 356 203 1849 888 149 1849 888 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.87 0.30 0.46 0.43 0.29 1.03 0.13 0.36 0.69 0.08 Intersection Summary Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Synchro 11 Light Report 230 HCM 6th TWSC 2: WCR35 & WCR32 Long Total AM Intersection Int Delay, s/veh Movement 1.1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 10 10 0 Free M. 95 15 11 Major/Minor Major1 4 170 170 0 Free 0 0 95 15 179 10 10 0 Free None 95 15 11 5 5 0 Free M. M. 4 210 210 0 Free 0 - 0 95 95 14 14 5 221 Major2 5 5 0 Free None MI MI 95 14 5 5 5 0 Stop m. 95 9 5 4 5 5 0 Stop M. 0 0 95 9 5 5 5 0 Stop None 5 5 0 Stop 95 95 9 13 5 5 Minor1 Minor2 4 5 5 0 Stop 0 0 95 13 5 5 5 0 Stop None MI 95 13 5 Conflicting Flow All 226 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1269 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1269 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 190 0 0 446 443 185 446 446 - - - 207 207 - 234 234 - - - 239 236 - 212 212 - 7.19 6.59 6.29 7.23 6.63 - - - 6.19 5.59 - 6.23 5.63 - - - 6.19 5.59 - 6.23 5.63 - - 3.581 4.081 3.381 3.617 4.117 3.417 - 511 499 840 504 491 789 - - - 779 718 - 745 691 - - - 749 697 - 766 707 - 4.24 - 2.326 - 1315 - 1315 M. M. WB MI 224 6.33 M. M. - 498 492 840 491 484 789 - 498 492 - 491 484 - 771 711 - 738 688 - 735 694 - 748 700 NB SB M. HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt 0.2 11.4 11.6 B B NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 574 1269 0.028 0.008 11.4 7.9 0 B A A 0.1 0 - 1315 - 0.004 - 7.7 - - 559 - - 0.028 0 - 11.6 - A A - B - 0 - - 0.1 Synchro 11 Light Report 231 HCM 6th TWSC 2: WCR35 & WCR32 Long Total PM Intersection Int Delay, s/veh Movement 1.2 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 15 15 0 Free M. 4 205 205 0 Free - 0 - 0 95 95 15 15 16 216 Major/Minor Major1 5 5 0 Free None 95 15 5 5 5 0 Free M. M. 95 14 5 Major2 4 175 175 0 Free 0 0 95 14 184 5 5 0 Free None MI MI 95 14 5 5 5 0 Stop m. 95 9 5 Minor1 4 5 5 0 Stop M. 0 0 95 9 5 5 5 0 Stop None 5 5 0 Stop 95 95 9 13 5 5 Minor2 4 5 5 0 Stop 0 0 95 13 5 10 10 0 Stop None MI 95 13 11 Conflicting Flow All 189 Stage 1 Stage 2 Critical Hdwy 4.25 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.335 Pot Cap -1 Maneuver 1311 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1311 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 221 M. M. - 4.24 M. - 2.326 - 1280 M. - 1280 M. M. WB 0 0 456 450 - 251 251 - 205 199 - 7.19 6.59 - 6.19 5.59 - 6.19 5.59 - 3.581 4.081 - 503 494 - 738 686 - 781 723 MI 219 453 450 187 - 197 197 - 256 253 6.29 7.23 6.63 6.33 - 6.23 5.63 - 6.23 5.63 - 3.381 3.617 4.117 3.417 803 499 488 828 - 780 718 - 725 678 M. M. - 486 485 803 485 479 828 - 486 485 - 485 479 - 728 676 - 769 715 - 762 720 - 705 669 NB SB M. HCM Control Delay, s 0.5 HCM LOS Minor Lane/Major Mvmt NBLn1 EBL 0.2 11.6 B EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 559 1311 0.028 0.012 11.6 7.8 B A 0.1 0 0 A - 1280 - 0.004 - 7.8 - A A - 0 - - 609 - - 0.035 0 - 11.1 IM B - 0.1 Synchro 11 Light Report 232 HCM 6th AWSC 3: WCR39 & WCR32 Long Total AM Intersection Intersection Delay, s/veh 9.9 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 50 65 30 35 110 30 30 35 15 20 110 90 50 65 30 35 110 30 30 35 15 20 110 90 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 15 15 15 23 23 23 13 13 13 12 12 12 53 68 32 37 116 32 32 37 16 21 116 95 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 9.7 A NBLn1 EBLn1 EB 1 NB 1 SB 1 10.2 B WBLn1 SBLn1 SB 1 EB 1 WB 1 9.1 A NB 1 WB 1 EB 1 10.1 B Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 38% 34% 44% 45% 19% 21% Stop Stop 80 145 30 50 35 65 15 30 84 153 1 1 0.123 0.218 5.256 5.134 Yes Yes 675 693 3.339 3.211 0.124 0.221 9.1 9.7 A A 0.4 0.8 20% 63% 17% Stop 175 35 110 30 184 1 0.267 5.214 Yes 683 3.288 0.269 10.2 B 1.1 9% 50% 41% Stop 220 20 110 90 232 1 0.312 4.856 Yes 734 2.922 0.316 10.1 B 1.3 Synchro 11 Light Report 233 HCM 6th AWSC 3: WCR39 & WCR32 Long Total PM Intersection Intersection Delay, s/veh 10.4 Intersection LOS Movement B EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach S 44 S 44 80 85 30 25 85 50 25 110 40 40 80 45 80 85 30 25 85 50 25 110 40 40 80 45 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 15 15 15 23 23 23 13 13 13 12 12 12 84 89 32 26 89 53 26 116 42 42 84 47 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 10.8 B NBLn1 EBLn1 EB 1 NB 1 SB 1 10.3 B WBLn1 SBLn1 SB 1 EB 1 WB 1 10.4 B NB 1 WB 1 EB 1 10.2 B Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 14% 41% 63% 44% 23% 15% Stop Stop 175 195 25 80 110 85 40 30 184 205 1 1 0.273 0.308 5.332 5.399 Yes Yes 674 667 3.36 3.427 0.273 0.307 10.4 10.8 B B 1.1 1.3 16% 53% 31% Stop 160 25 85 50 168 1 0.255 5.448 Yes 660 3.476 0.255 10.3 B 1 24% 48% 27% Stop 165 40 80 45 174 1 0.257 5.326 Yes 676 3.354 0.257 10.2 B 1 Synchro 11 Light Report 234 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Long Total AM Intersection Int Delay, s/veh Movement 5.7 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor II 120 120 0 Stop M. 100 ,# 0 0 95 2 126 120 120 0 Stop None 0 95 2 126 t 110 110 0 Free 0 0 95 13 116 ri 20 20 0 Free None 500 M. 95 13 21 50 50 0 Free 350 95 12 53 Minor1 Major1 Major2 t 100 100 0 Free None 0 0 95 12 105 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 327 116 116 211 6.42 6.22 5.42 5.42 - 3.518 3.318 667 936 909 824 642 936 642 909 793 Approach WB 0 0 137 0 NB M. M. - 4.22 M. - 2.308 - 1388 M. M. - 1388 M. M. SB HCM Control Delay, s 10.7 HCM LOS B Minor Lane/Major Mvmt 0 2.6 NBT N BRWBLn 1 WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 642 936 1388 - 0.197 0.135 0.038 - 12 9.4 7.7 - B A A - 0.7 0.5 0.1 Synchro 11 Light Report 235 HCM 6th TWSC 4: WCR39 & Beebe Draw Farms Long Total PM Intersection Int Delay, s/veh Movement 4.2 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 65 65 0 Stop M. 100 # 0 0 95 2 68 65 65 0 Stop None 0 95 2 68 t 140 140 0 Free 0 0 95 13 147 ri 105 105 0 Free None 500 120 120 0 Free 350 95 95 13 12 111 126 Minor1 Major1 Major2 t 95 95 0 Free None 0 0 95 12 100 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 499 147 147 352 6.42 6.22 5.42 5.42 - 3.518 3.318 531 900 880 712 477 900 477 880 640 Approach WB 0 0 258 0 NB M. M. - 4.22 M. - 2.308 - 1251 M. M. - 1251 M. M. SB HCM Control Delay, s 11.6 HCM LOS B Minor Lane/Major Mvmt 0 4.6 NBT N BRWBLn 1 WBLn2 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 477 900 1251 -0.1430.0760.101 - 13.8 9.3 8.2 - B A A - 0.5 0.2 0.3 Synchro 11 Light Report 236 HCM 6th TWSC 5: WCR39 & WCR38 Long Total AM Intersection Int Delay, s/veh Movement 1.9 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 5 5 0 Stop M. 95 18 5 Minor2 4 5 5 0 Stop 0 0 95 18 5 20 20 0 Stop None 95 18 21 15 15 0 Stop M. 95 44 16 Minor1 4 5 5 0 Stop 0 0 95 44 5 5 5 5 5 0 0 Stop Free None - MI MI 95 44 5 4 205 205 0 Free M. 0 - 0 95 95 18 18 5 216 Major1 30 30 0 Free None 95 18 32 25 25 0 Free 95 19 26 Major2 4 125 125 0 Free 0 0 95 19 132 25 25 0 Free None MI 95 19 26 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 444 197 247 7.28 6.28 6.28 3.662 498 769 723 455 197 258 6.68 5.68 5.68 4.162 478 709 666 145 6.38 3.462 862 452 242 210 7.54 6.54 6.54 3.896 453 677 705 452 242 210 6.94 5.94 5.94 4.396 446 634 657 232 158 MI MI 6.64 4.28 3.696 2.362 714 1330 MI M 480 465 862 429 434 714 1330 480 465 - 429 434 766 693 - 674 631 709 663 - 667 642 Approach EB MI MI WB NB 0 0 248 - 4.29 - 2.371 - 1225 - 1225 SB 0 0 HCM Control Delay, s 10.6 HCM LOS B Minor Lane/Major Mvmt NBL 13.2 0.2 B NBT NBR EBLn1WBLn1 SBL SBT SBR 1.1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1330 0.004 7.7 A 0 - - 676 467 1225 - - 0.047 0.056 0.021 0 - 10.6 13.2 8 A - B B A - - 0.1 0.2 0.1 M. 0 A M. Synchro 11 Light Report 237 HCM 6th TWSC 5: WCR39 & WCR38 Long Total PM Intersection Int Delay, s/veh Movement 1.2 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 10 10 0 Stop M. 4 5 5 0 Stop - 0 - 0 95 95 18 18 11 5 Minor2 5 5 0 Stop None 95 18 5 5 5 0 Stop M. 95 44 5 Minor1 4 5 5 0 Stop 0 0 95 44 5 5 5 0 Stop None MI MI 95 44 5 5 5 0 Free 4 230 230 0 Free M. 0 - 0 95 95 18 18 5 242 Major1 5 10 5 10 0 0 Free Free None - 95 18 5 95 19 11 Major2 4 210 210 0 Free 0 0 95 95 19 19 221 5 5 5 0 Free None MI Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 506 246 260 7.28 6.28 6.28 3.662 452 723 711 503 246 257 6.68 5.68 5.68 4.162 449 674 667 224 6.38 3.462 777 506 255 251 7.54 6.54 6.54 3.896 416 665 669 503 255 248 6.94 5.94 5.94 4.396 416 626 630 245 226 MI MI 6.64 4.28 3.696 2.362 701 1254 MI M 439 442 777 405 410 701 1254 439 442 - 405 410 719 667 - 662 623 696 664 - 653 624 Approach EB WB MI MI NB 0 0 247 - 4.29 - 2.371 - 1226 - 1226 SB 0 0 HCM Control Delay, s 12.6 HCM LOS B Minor Lane/Major Mvmt 12.9 B 0.2 NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0.4 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1254 0.004 7.9 A 0 - - 494 474 1226 - - 0.043 0.033 0.009 0 - 12.6 12.9 8 A - B B A - - 0.1 0.1 0 M. 0 A M. Synchro 11 Light Report 238 HCM 6th AWSC 6: WCR39 & WCR44 Long Total AM Intersection Intersection Delay, s/veh 9.8 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 5 55 20 45 50 15 30 195 45 25 105 5 5 55 20 45 50 15 30 195 45 25 105 5 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 23 23 23 20 20 20 5 5 5 4 4 4 5 58 21 47 53 16 32 205 47 26 111 5 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 9.2 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.6 A WBLn1 SBLn1 SB 1 EB 1 WB 1 10.3 B NB 1 WB 1 EB 1 9.1 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 11% 6% 72% 69% 17% 25% Stop Stop 270 80 30 5 195 55 45 20 284 84 1 1 0.364 0.125 4.616 5.324 Yes Yes 776 669 2.663 3.394 0.366 0.126 10.3 9.2 B A 1.7 0.4 41% 45% 14% Stop 110 45 50 15 116 1 0.172 5.361 Yes 665 3.428 0.174 9.6 A 0.6 19% 78% 4% Stop 135 25 105 5 142 1 0.192 4.853 Yes 736 2.909 0.193 9.1 A 0.7 Synchro 11 Light Report 239 HCM 6th AWSC 6: WCR39 & WCR44 Long Total PM Intersection Intersection Delay, s/veh 9.8 Intersection LOS Movement A EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Approach 5 30 25 45 60 20 30 155 40 20 180 10 5 30 25 45 60 20 30 155 40 20 180 10 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 23 23 23 20 20 20 5 5 5 4 4 4 5 32 26 47 63 21 32 163 42 21 189 11 0 1 0 0 1 0 0 1 0 0 1 0 EB WB NB SB Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane WB 1 SB 1 NB 1 9 A NBLn1 EBLn1 EB 1 NB 1 SB 1 9.8 A WBLn1 SBLn1 SB 1 EB 1 WB 1 9.9 A NB 1 WB 1 EB 1 9.8 A Vol Left, % VolThru,% Vol Right % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th -tile Q 13% 8% 69% 50% 18% 42% Stop Stop 225 60 30 5 155 30 40 25 237 63 1 1 0.309 0.093 4.691 5.326 Yes Yes 763 667 2.744 3.407 0.311 0.094 9.9 9 A A 1.3 0.3 36% 48% 16% Stop 125 45 60 20 132 1 0.196 5.374 Yes 663 3.445 0.199 9.8 A 0.7 10% 86% 5% Stop 210 20 180 10 221 1 0.292 4.76 Yes 752 2.814 0.294 9.8 A 1.2 Synchro 11 Light Report 240 HCM 6th TWSC 7: WCR32 & Site Access Long Total AM Intersection Int Delay, s/veh 3.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Ili Traffic Vol, veh/h 30 Future Vol, veh/h 30 Conflicting Peds, #/hr 0 Sign Control Free RT Channelized Storage Length 300 Veh in Median Storage, # - Grade, % - Peak Hour Factor 95 Heavy Vehicles, % 2 Mvmt Flow 32 M. Major/Minor Major1 t 65 65 0 Free None 0 0 95 2 68 1 80 80 0 Free 0 0 95 2 84 0 0 0 Free None M. M. 95 2 0 tie 0 0 0 Stop 0 0 0 95 2 0 Major2 Minor2 90 90 0 Stop None MI MI 95 2 95 Conflicting Flow All 84 0 - Stage 1 Stage 2 Critical Hdwy 4.12 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.218 Pot Cap -1 Maneuver 1513 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1513 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB WB 0 216 - 84 - - 132 - - 6.42 - 5.42 - - 5.42 - - 3.518 3.318 - 772 975 - 939 - 894 84 6.22 MI - 756 975 - 756 - 919 - 894 SB MI MI HCM Control Delay, s 2.3 HCM LOS Minor Lane/Major Mvmt EBL 0 9.1 A EBT WBT WBRSBLn1 Capacity (veh/h) 1513 HCM Lane V/C Ratio 0.021 HCM Control Delay (s) 7.4 HCM Lane LOS A HCM 95th %tile Q(veh) 0.1 - 975 - 0.097 - 9.1 - A - 0.3 Synchro 11 Light Report 241 HCM 6th TWSC 7: WCR32 & Site Access Long Total PM Intersection Int Delay, s/veh Movement 4.1 EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length 300 Veh in Median Storage, # - Grade, % - Peak Hour Factor 95 Heavy Vehicles, % 2 Mvmt Flow 111 II 105 105 0 Free M. Major/Minor Major1 t 60 60 0 Free None 0 0 95 2 63 1 100 100 0 Free 0 0 95 2 105 0 0 0 Free None M. M. 95 2 0 tie 0 0 0 Stop 0 0 0 95 2 0 Major2 Minor2 60 60 0 Stop None MI MI 95 2 63 Conflicting Flow All 105 Stage 1 Stage 2 Critical Hdwy 4.12 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.218 Pot Cap -1 Maneuver 1486 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1486 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 - WB 0 390 - 105 - - 285 - - 6.42 - 5.42 - - 5.42 - - 3.518 3.318 - 614 949 - 919 - 763 M. 105 6.22 MI - 568 949 - 568 - 850 - 763 SB MI MI HCM Control Delay, s 4.8 HCM LOS Minor Lane/Major Mvmt 0 9.1 A EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1486 HCM Lane V/C Ratio 0.074 HCM Control Delay (s) 7.6 HCM Lane LOS A HCM 95th %tile Q(veh) 0.2 M. M. - 949 - 0.067 - 9.1 - A - 0.2 Synchro 11 Light Report 242 APPENDIX L APPENDIX M APPENDIX N APPENDIX 0 APPENDIX P DELICH ASSOCIATES Traffic & Transportation Engineering 2272 Glen Haven Drive Loveland, Colorado 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 MEMORANDUM TO: Beebe Draw Farms Authority Michael McRoberts, Weld County Engineering Joseph Delich June 29, 2023 FROM: DATE: SUBJECT: Pelican Lake Ranch, Filing 2 Questionnaire (File: 2258ME01) AV A r This memorandum is a questionnaire required per Section 8-14-10 and Appendix 8-Q of the Weld Code. This is required since the Pelican Lake Ranch, Filing 2 will access Weld County Road 39 and Weld County Road 32. 1. Describe the access location and applicable use types (i.e., agricultural, residential, commercial/industrial, and/or oil and gas) of all existing and proposed accesses to the parcel. Include the approximate distance each access is (or will be if proposed) from an intersecting county road. State that no existing access is present or that no new access is proposed, if applicable. The Pelican Lane Ranch, Filing 2 will have two accesses, one existing and one proposed, both do/will service residential uses. The existing access is at the WCR39/Beebe Draw Farms Parkway intersection. This access is approximately 1.64 miles, north of the WCR39/WCR32 intersection and approximately 1.37 miles, south of the WCR39/WCR34 intersection. The proposed access is will access WCR32, approximately 1,800 feet, east of the WCR39/WCR32 intersection. 2. Describe any anticipated change(s) to an existing access, if applicable. The existing access at WCR39/Beebe Draw Farms Parkway intersection will require a northbound right -turn acceleration lane. The proposed access at WCR32/Site Access intersection will require an eastbound left -turn lane, separate southbound left -turn and right -turn lanes, and a westbound acceleration lane. 3. Describe in detail any existing or proposed access gate including its location. There are no existing or proposed access gates. 4. Describe the location of all existing accesses on adjacent parcels and on parcels located on the opposite side of the road. Include the approximate distance each access is from an intersecting county road. All other existing accesses on adjacent parcels and on parcels located on the opposite side of the road are gravel accesses to oil and gas wells. The oil and gas access nearest the WCR39/Beebe Draw Farms Parkway intersection is approximately 70 feet (on -centers) north of the intersection. The next nearest oil and gas access to WCR39/Beebe Draw Farms Parkway intersection is approximately 500 feet (on -centers) north of the intersection 5. Describe any difficulties seeing oncoming traffic from an existing access and any anticipated difficulties seeing oncoming traffic from a proposed access. There are no sight distance issues at the existing WCR39/Beebe Draw Farms Parkway intersection. There are no sight distance issues at the proposed WCR32/Site Access intersection. 6. Describe any horizontal curve (using terms like mild curve, sharp curve, reverse curve, etc.) in the vicinity of an existing or proposed access. There are no horizontal curves in the vicinity of the existing or proposed accesses. 7. Describe the topography (using terms like flat, slight hills, steep hills, etc.) of the road in the vicinity of an existing or proposed access. The topography near the existing access at WCR39/Beebe Draw Farms Parkway intersection and the proposed access at WCR32/Site Access is flat. 1—DELICH Pelican Lake Ranch, Filing 2 Questionnaire, June 2023 ASSOCIATES 1--DELICH Pelican Lake Ranch, Filing 2 Questionnaire, June 2023 ASSOCIATES Hello