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UNION PARK - PDP230005 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY
DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Roads .............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrians Facilities ...................................................................................................... 5 Bicycle Facilities .............................................................................................................. 9 Transit Facilities .............................................................................................................. 9 Accident Analysis ............................................................................................................ 9 III. PROPOSED DEVELOPMENT ............................................................................... 11 Trip Generation ............................................................................................................. 11 Trip Distribution ............................................................................................................. 11 Background Traffic Projections ..................................................................................... 11 Traffic Assignment......................................................................................................... 17 Total Traffic ................................................................................................................... 17 Signal Warrants ............................................................................................................. 17 Geometry ...................................................................................................................... 21 Operations Analysis ...................................................................................................... 21 Pedestrian Level of Service ........................................................................................... 28 Bicycle Level of Service ................................................................................................ 29 Transit Level of Service ................................................................................................. 29 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 30 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 13 3. Short Range (2028) Background Peak Hour Operation .......................................... 24 4. Long Range (2045) Background Peak Hour Operation ........................................... 25 5. Short Range (2028) Total Peak Hour Operation ..................................................... 26 6. Long Range (2045) Total Peak Hour Operation ...................................................... 27 DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic ......................................................................................... 6 4. Averaged/Balanced Recent Peak Hour Traffic .......................................................... 7 5. Site Plan .................................................................................................................. 12 6. Trip Distribution ....................................................................................................... 14 7. Short Range (2028) Background Peak Hour Traffic ................................................ 15 8. Long Range (2045) Background Peak Hour Traffic................................................. 16 9. Site Generated Peak Hour Traffic ........................................................................... 18 10. Short Range (2028) Total Peak Hour Traffic ........................................................... 19 11. Long Range (2045) Total Peak Hour Traffic ............................................................ 20 12. Short Range (2028) Geometry ................................................................................ 22 13. Long Range (2045) Geometry ................................................................................. 23 APPENDICES A. Study Limits/Base Assumptions Form B. Recent Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions D. Peak Hour Signal Warrants E. Short Range (2028) Background Peak Hour Operation F. Long Range (2045) Background Peak Hour Operation G. Short Range (2028) Total Peak Hour Operation H. Long Range (2045) Total Peak Hour Operation I. Pedestrian/Bicycle Level of Service DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 1 I. INTRODUCTION This Transportation Impact Study (TIS) addresses the capacity, geometric, and control requirements for the proposed Ziegler-Corbett/Union Park Mixed-Use development. The proposed Ziegler-Corbett/Union Park Mixed-Use development is located west of Ziegler Road and south of Paddington Road in Fort Collins, Colorado. This TIS addresses both the short range (2028) and the long range (2045) futures. During the course of this analysis, numerous contacts were made with City staff, the project developer (Landmark Homes), the project planning consultant (TB Group), and the project engineering consultant (Highland Development Services, Inc.). Since this land is within the City of Fort Collins, the traffic impact study guidelines for Fort Collins, as contained in the “Larimer County Urban Area Street Standards” (LCUASS) were used. The study involved the following steps: - Collect physical, traffic, and development data; - Perform trip generation, trip distribution, and trip assignment; - Determine peak hour traffic volumes; - Conduct capacity and operational level of service analyses on key intersections; - Analyze signal warrants and geometric requirements. The following intersections, as agreed to in the scoping discussions, were addressed in this traffic study: Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, Corbett/ Target Service Access, and Corbett/Lowes Service Access-Site Access intersections. Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for the Ziegler-Corbett/Union Park Mixed-Use development. The long range (2045) analysis in this TIS serves as a replacement of the “Ziegler- Corbett Mixed-Use Master Transportation Impact Study,” dated February 2022. It addresses the staff comments and access changes pertaining to the previous submittal. Particularly it addresses a potential signal at the Ziegler/Hidden Pond-Site Access intersection with no connection from the site to Paddington Road. It is noted that the connection to Paddington Road was removed from the Fort Collins Master Street Plan several years ago. DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Ziegler-Corbett/Union Park Mixed-Use site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use The project site is currently vacant. The land surrounding the site consists of primarily commercial and residential uses. There are commercial uses to the south (Front Range Village) and southeast (HP Campus) of the site. There are residential uses to the north, northeast, and west of the site. The center of Fort Collins lies to the northwest of the Ziegler-Corbett/Union Park Mixed-Use site. Roads The primary streets near the Ziegler-Corbett/Union Park Mixed-Use site are Ziegler Road, Council Tree Avenue, Corbett Drive, Hidden Pond Drive, and Paddington Road. The existing geometry and control at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access intersections is shown in Figure 2. Ziegler Road is to the east of (adjacent to) the Ziegler-Corbett/Union Park Mixed- Use site. It is a north-south street designated as a four-lane arterial street between Horsetooth Road and Rock Creek Drive on the Fort Collins Master Street Plan. Currently, Ziegler Road has a four-lane cross section and an existing posted speed of 40 mph. At the Ziegler/Council Tree-HP Access intersection, Ziegler Road has northbound and southbound left-turn lanes, two through lanes in each direction, and northbound and southbound right-turn lanes. The Ziegler/Council Tree-HP Access intersection has signal control. At the Ziegler/Target Service Access intersection, Ziegler Road has a northbound left-turn lane and two through lanes in each direction. The Ziegler/Target Service Access intersection has stop sign control on the Target Service Access. At the Ziegler/Hidden Pond intersection, Ziegler Road has a center two-way continuous left-turn lane and two through lanes in each direction. The Ziegler/Hidden Pond intersection has stop sign control on Hidden Pond Drive. At the Ziegler/Paddington-Grand Teton intersection, Ziegler Road has northbound and southbound left-turn lanes and two through lanes in each direction. The Ziegler/Paddington-Grand Teton intersection has stop sign control on Paddington Road-Grand Teton Place. Council Tree Avenue is an east-west street designated as a local street on the Fort Collins Master Street Plan. Currently, Council Tree Avenue provides access to the Front Range Village shopping center and has a four-lane cross section. The east leg of the Ziegler/Council Tree-HP Access intersection provides access to the HP Campus and has a four-lane cross section. At the Ziegler/Council Tree-HP Access intersection, Council Tree Avenue-HP Access has eastbound and westbound left-turn lanes, one through lane in each direction, and a westbound right-turn lane. BURLINGTO N NORTHERN RAILROAD 25 Harmony ZieglerHidden Pond CorbettTimberlineCouncil Tree Ziegler-Corbett/ Union Park Mixed-Use Horsetooth Kingsley Grand TetonPaddington SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Ziegler-Corbett/Union Park MIxed-Use TIS, February 2023 Page 4 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access ZieglerLowes Service Access Corbett- Denotes Lane _ Two-way Continuous Left-turn Lane STOPSTOPSTOPSTOPSTOPSTOP DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 5 Paddington Road-Grand Teton Place is to the north of the Ziegler-Corbett/Union Park Mixed-Use site. Paddington Road is designated as a collector street on the Fort Collins Master Street Plan. Paddington Road was built prior to the adoption of LCUASS. Therefore, it does not meet most of the collector street criteria (width, bike lanes, etc.). Grand Teton Place is designated as a local street. Currently, Paddington Road and Grand Teton Place have two-lane cross sections (no center lane). At the Ziegler/ Paddington-Grand Teton intersection, Paddington Road and Grand Teton Place are striped as having all eastbound and westbound movements combined into single lanes. Corbett Drive is to the west of the Ziegler-Corbett/Union Park Mixed-Use site. Corbett Drive is designated as a collector street on the Fort Collins Master Street Plan. Currently, Corbett Drive has a two-lane cross sections (no center lane). At the Corbett/ Target Service Access and Corbett/Lowes Service Access intersections, Corbett Drive has all northbound and southbound movements combined into single lanes. Corbett Drive serves the Front Range Village to the south and Affinity Senior Housing to the north. Existing Traffic Recent peak hour traffic volumes at the Ziegler/Council Tree-HP Access, Ziegler/ Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/ Target Service Access, and Corbett/Lowes Service Access intersections are shown in Figure 3. The counts at the Ziegler/Council Tree-HP Access intersection were obtained in August 2019 by the City of Fort Collins. The counts at the Ziegler/Target Service Access, Ziegler/Hidden Pond, and Ziegler/Paddington-Grand Teton intersections were obtained in September 2021. The counts at the Corbett/Target Service Access, and Corbett/Lowes Service Access intersections were obtained in January 2023. Raw traffic count data is provided in Appendix B. Since counts were obtained on different days and different years, the volumes were averaged/balanced between the intersections and are shown in Figure 4. Existing Operation The Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/ Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access intersections were evaluated and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The key intersections currently meet the Fort Collins operational criteria with existing control, signal timing, and geometry. The existing signal timing was used. The intersection was evaluated using techniques provided in the Highway Capacity Manual, 6th Edition. A description of level of service for signalized and unsignalized intersections from the Highway Capacity Manual, 6th Edition and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. At signalized intersections, acceptable operation is considered to be at level of service D overall and level of service E for any approach leg or movement. Acceptable operation is considered to be AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Ziegler-Corbett/Union Park MIxed-Use TIS, February 2023 Page 684/92663/802100/3640/209 16/29 74/265 100/275553/77947/113/118 7/43 2/579/13911/114749/105963/104915/49 11/61 1009/11531/1922/11954/16/3 3/12/81020/11495/152/2 0/0 57/57 15/12 0/0 17/6 32/74880/120910/17Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Ziegler1/216/290/024/190/0 5/3 26/183/414/268/253/5 30/38 Lowes Service Access Corbett AM/PM AVERAGED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Ziegler-Corbett/Union Park MIxed-Use TIS, February 2023 Page 7 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Ziegler1/216/290/024/190/0 5/3 26/183/414/268/253/5 30/38 Lowes Service Access Corbett84/92832/1011100/3640/209 16/29 74/265 100/275874/88447/113/118 7/43 2/579/13908/119849/1051005/107815/49 11/61 1051/11821/1919/12464/16/3 3/12/8981/11225/152/2 0/0 55/55 15/12 0/0 16/6 32/71883/116210/16 DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Ziegler/Council Tree-HP Access (signal) EB T D D EB T/RT D D EB APPROACH D D WB LT D D WB T D D WB RT D D WB APPROACH D D NB LT A B NB T A B NB RT A A NB APPROACH A B SB LT A A SB T A B SB RT A B SB APPROACH A B OVERALL A B Ziegler/Target Service Access (stop sign) EB LT/RT B D NB LT C B OVERALL A A Ziegler/Hidden Pond (stop sign) WB LT/RT C C SB LT B B OVERALL A A Ziegler/Paddington-Grand Teton (stop sign) EB LT/T/RT C C WB LT/T/RT F (54.9 secs) F (79.2 secs) NB LT B B SB LT B B OVERALL A A Corbett/Target Service Access (stop sign) WB LT/RT A A SB LT/T A A OVERALL A A Corbett/Lowes Service Access (stop sign) EB LT/RT A A NB LT/T A A OVERALL A A DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 9 at level of service D overall and level of service F for any approach leg at unsignalized intersections. It is important to note that a southbound right-turn lane is warranted at the Ziegler/Target Service Access intersection with the existing peak hour volumes. In the neighborhood meeting, residents in the area mentioned that there were few gaps in the traffic on Ziegler Road that made it difficult to make minor street left-turns, particularly at the Ziegler/Paddington-Grand Teton intersection. This is reflected in the level of service F conditions shown in Table 1. It is acknowledged that the calculated delay for the minor street left turns is high, especially in the afternoon peak hour. This is due to high through volumes on Ziegler Road. Based upon research (actual delay data), the calculated delay is higher than the actual delay. There is little that can be done to alleviate this condition, except signalization of the Ziegler/Paddington-Grand Teton intersection. An alternative control would be a roundabout, but that may not be possible at this intersection. The final solution is beyond the scope of a transportation impact study for a development that will not contribute any traffic to the minor street legs. With that said, the peak hour level of service F for the minor street legs meets the operational criteria of the City of Fort Collins. Pedestrian Facilities There are sidewalks along all streets in the area of the Ziegler-Corbett/Union Park Mixed-Use site. Bicycle Facilities There are bicycle lanes along Harmony Road, Ziegler Road, Corbett Drive, and Council Tree Avenue. Transit Facilities Currently, this area of Fort Collins is served by Transfort Route 16 service on Harmony Road. Accident Analysis Accident data was obtained from the City of Fort Collins for Ziegler Road from the Ziegler/Council Tree-HP Access intersection to the Ziegler/Paddington-Grand Teton intersection for five years plus nine months of 2021. At the Ziegler/Council Tree-HP Access intersection, there were 37 reported accidents: 11 rear-end accidents, 15 accidents involving turning vehicles, five right-angle accidents, three side-swipe accidents, two involving hitting a fixed object, and one involving a bicycle. The number and type of accidents at the Ziegler/Council Tree-HP Access intersection is typical for a signalized intersection. DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 10 At the Ziegler/Paddington-Grand Teton intersection, there were four reported accidents: three right-angle accidents and one accident that was parking related. The number and type of accidents at the Ziegler/Paddington-Grand Teton intersection is typical for a stop sign controlled intersection. There were seven mid-block accidents in this section of Ziegler Road. All were right-angle accidents. DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 11 III. PROPOSED DEVELOPMENT The proposed Ziegler-Corbett/Union Park Mixed-Use will consist of approximately 22,200 square feet of office, 16,825 square feet of commercial/retail, a 10,600 square foot day care center, 61 attached single-family dwelling units, and 581 apartment dwelling units. Figure 5 shows a site plan of the proposed Ziegler-Corbett/Union Park Mixed-Use site. The short range analysis (Year 2028) includes development of the proposed Ziegler- Corbett/Union Park Mixed-Use site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The long range analysis year is considered to be 2045. Access to the Ziegler-Corbett/Union Park Mixed-Use site will be via one proposed full-movement access to/from Ziegler Road that will line up with Hidden Pond Drive. There will also be access to/from Corbett Drive on the west side of the site. Trip Generation Trip generation is important in considering the impact of a development on the existing and proposed street system. Trip Generation, 11th Edition, ITE was used to determine the trips that would be generated by the Ziegler-Corbett/Union Park Mixed-Use development. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation from the site on a daily and peak hour basis. The trip generation for full development of the Ziegler-Corbett/Union Park Mixed-Use site resulted in 5,526 daily trip ends, 466 morning peak hour trip ends, and 581 afternoon peak hour trip ends. Trip Distribution Trip distribution for the Ziegler-Corbett/Union Park Mixed-Use site was estimated using knowledge of the existing and planned street system, existing traffic patterns, development trends, and engineering judgment. Figure 6 shows the trip distribution for the short range (2028) and long range (2045) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. Background Traffic Projections Background traffic projections for the short range (2028) and long range (2045) future horizons were developed by factoring the volumes on Ziegler Road by approximately two percent per year. The traffic on Council Tree Avenue and the HP Access was factored by approximately 0.5 percent per year. Figures 7 and 8 respectively show the short range (2028) and long range (2045) background weekday peak hour traffic at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/ Lowes Service Access intersections. 4062 KINGSLY COURTOWNER: FRANCES M.RODAMMERLOT 11, FRONT RANGE VILLAGE REC. #20070016164LOT 10, FRONT RANGE VILLAGE FIRST REPLAT REC. #20070067890OWNER: RPT REALTY LPLOT 11, FRONT RANGE VILLAGE REC. #20070016164OWNER: TARGETLOT 12, FRONT RANGE VILLAGE FIRST REPLAT REC. #20070067890OWNER: RPT REALTY LPTRACT B ENGLISH RANCH SOUTH P.U.D. REC. #96089830OWNER: ENGLISH RANCH SOUTH HOAPARCEL #8732100001OWNER: BARTRAN FAMILY LLC. REC. #20050066116TRACT A ENGLISH RANCH SOUTH P.U.D. REC. #96089830OWNER: ENGLISH RANCH SOUTH HOA4063 HARRINGTON COURTOWNER: JOSHUA RICEET. AL.4062 NEWBURY COURTOWNER: THOMAS C. BEMENT ET. AL.4063 NEWBURY COURTOWNER: KARLA M. SANTICHENGLISH RANCH SOUTH P.U.D. THIRD FILING REC. #2000023867ENGLISH RANCH SOUTH P.U.D. REC#96089830CORBETT DRIVEEDMONDS ROADZIEGLER ROAD (ROW VARIES)4062 HARRINGTON COURTOWNER: JANET A. DELANEYSCALE: 1"=200' SITE PLAN Figure 5 DELICH ASSOCIATES Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 Page 12Main Entry20 Unit Bldgw/ 13 Single Garage SpacesMain Entry20 Unit Bldgw/ 13 Single Garage SpacesMain Entry20 Unit Bldgw/ 13 Single Garage SpacesMain Entry 20UnitBldg w/ 13 Single GarageSpaces Main Entry 20Unit Bldg w/ 13 Single GarageSpaces 6 UNIT BROWNSTONESUNIT C UNIT CUNIT AUNIT BUNIT A UNIT B5 UNIT BROWNSTONESUNIT CUNIT AUNIT BUNIT A UNIT B5 UNIT BROWNSTONESUNIT CUNIT AUNIT BUNIT A UNIT BMain Entry20 Unit Bldgw/ 13 Single Garage Spaces49 Unit Apartment - 4 Story10 Garages49 Unit Apartment - 4 Story10 Garages49 Unit Apartment - 4 Story10 Garages49 Unit Apartment - 4 Story10 Garages32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story 32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story 49 Unit Apartment - 4 Story10 Garages32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story 32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story 4 UNIT BROWNSTONESUNIT C UNIT AUNIT BUNIT A4 UNIT BROWNSTONES UNIT C UNIT AUNIT BUNIT A 6 UNIT BROWNSTONESUNIT C UNIT CUNIT AUNIT BUNIT A UNIT B 5 UNIT BROWNSTONES UNIT C UNIT AUNIT BUNIT A UNIT B ZIEGLER ROAD PADDINGTON ROADHARRINGTON COURT NEWBURY COURT KINGSLEY COURT CORBETT DRIVEPADDINGTON ROADZIEGLER ROAD 5 UNIT BROWNSTONESUNIT C UNIT AUNIT BUNIT A UNIT B5 UNIT BROWNSTONESUNIT CUNIT AUNIT BUNIT A UNIT B 4 UNIT BROWNSTONES UNIT C UNIT AUNIT BUNIT A 5 UNIT BROWNSTONES UNIT C UNIT AUNIT BUNIT A UNIT B 5 UNIT BROWNSTONESUNIT C UNIT AUNIT BUNIT A UNIT B 5 UNIT BROWNSTONES UNIT C UNIT AUNIT BUNIT A UNIT B 5 UNIT BROWNSTONESUNIT C UNIT AUNIT BUNIT A UNIT B 15.00 Detention PondDetentionDay Care26.00 EAE? Is this width still needed to fit utilities 26.00 26.00 26.00 26.00 36.00 273.85 15' SETBACK 9' UE 9' UE 17' PARKING7.00 WALK 17' PARKING 26 EAE' 149.46 96.70 26' 26' 26 EAE' 26' EAE 26' 26 EAE' 26' 26.00 EAE 26.00 EAE26.00 26.00 26.00 24.00 26.00 EAE 15' SETBACK 15' SETBACK 9' UE 9' UE 15' SETBACK 9' UE 15' SETBACK 9' UE 15' SETBACKFlats Condominiums - M.F.3-Story with a 4th Story Patio / Lofts120 Units5B5A6C20 A20 C20 B20 B20 C20 ACommunity Center, Pool and Park1.0 ac437 Apartment Units4 Parallel10 Parallel4 Parallel8 Parallel7 Parallel32A32B32A32B32A49A49B49A49B49A32B3 ParallelNo Parallel this Side11131417Live / Work Buildings6 Units TotalCommercialRetail / Office/Mixed Use w/ 4 Units 2nd floor7 ParallelFULL MOVEMENT INTERSECTION WITH LIGHTCommunity Park0.5 acCommunity Amenity - TBDFitnessClubhousePool6C3-Story Brownstones SFA61 Units5A5B4A5'5A5B5A5B5B30.00 21 Parallel4 Parallel4 Parallel7.00 WALK5,025 SF per floor2 Floors10,050 SF Total10,600 SF per floor1 Floor10,600 SF Total5,025 SF per floor2 Floors10,050 SF Total5,025 SF per floor2 Floors10,050 SF Total30.00 TARGET SERVICE ACCESSLOWESSERVICEACCESS DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 13 TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out Area A 215 Single Family Attached 53 D.U. EQ 354 EQ 5 EQ 17 EQ 17 EQ 11 Area B 220 Low-Rise Multifamily 140 D.U. EQ 980 EQ 16 EQ 52 EQ 52 EQ 31 Area C 220 Low-Rise Multifamily 192 D.U. EQ 1306 EQ 20 EQ 62 EQ 65 EQ 38 221 Mid-Rise Multifamily 245 D.U. EQ 1122 EQ 22 EQ 74 EQ 58 EQ 38 Subtotal 2428 42 136 123 76 Area D South 215 Single Family Attached 8 D.U. 7.20 58 0.12 1 0.36 3 0.34 3 0.23 2 220 Low-Rise Multifamily 4 D.U. 6.74 26 0.10 0 0.30 2 0.32 1 0.19 1 712 Small Office 5.356 KSF 14.39 78 1.37 7 0.30 2 0.73 4 1.43 8 Subtotal 162 8 7 8 11 Area D North 822 Shopping Plaza <40 KSF 16.825 KSF 54.45 916 1.42 24 0.94 16 3.295 55 3.295 55 710 Office 16.825 KSF 10.84 182 1.34 23 0.18 3 0.24 4 1.20 20 565 Day Care Center 10.6 KSF 47.62 504 5.83 62 5.17 55 5.23 55 5.89 63 Subtotal 1602 109 74 114 138 Total 5526 180 286 314 267 49 Unit Apartment - 4 Story10 Garages 49 Unit Apartment - 4 Story10 Garages 49 Unit Apartment - 4 Story10 Garages 49 Unit Apartment - 4 Story10 Garages32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story49 Unit Apartment - 4 Story10 Garages32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story32 Unit Apartment - 3 Story15.00 30.00 ZieglerCorbettCouncil Tree PaddingtonKingsley20% 25%15%20%35%35%30%20%Hidden Pond Horsetooth Grand Teton SCALE: 1"=600' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 Page 14 Residential Commercial AM/PM SHORT RANGE (2028) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Ziegler-Corbett/Union Park MIxed-Use TIS, February 2023 Page 15 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Ziegler1/216/290/024/190/0 5/3 26/183/414/268/253/5 30/38 Lowes Service Access Corbett88/96994/1208104/3842/218 17/30 77/277 104/2881044/105649/113/123 7/45 2/609/131080/138449/1051175/128115/49 11/61 1221/13851/11091/14324/16/3 3/12/81151/13255/152/2 0/0 55/55 15/12 0/0 16/6 32/711055/134810/16 LONG RANGE (2045) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Ziegler-Corbett/Union Park MIxed-Use TIS, February 2023 Page 16 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Ziegler25/205/515/3010/255/5 30/40 Lowes Service Access Corbett5/101475/17355/155/5 NOM 55/55 15/15 NOM 15/5 35/701415/167510/1595/1051295/1605115/4070/290 20/35 85/300 115/3101395/135055/155/135 10/50 5/6510/151460/176050/1051495/1690AM/PM Rounded to Nearest 5 Vehicles 10/605/515/300/025/200/0 5/5 1540/17905/51455/17555/55/5 5/5 DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 17 Traffic Assignment Trip assignment is the product of both the trip generation and trip distribution processes. Figure 9 shows the site generated weekday peak hour traffic at the Ziegler/ Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/ Lowes Service Access-Site Access intersections. Total Traffic The traffic volumes generated by the proposed Ziegler-Corbett/Union Park Mixed- Use development were added to the background traffic volumes to produce the total traffic volume forecasts for the short range (2028) and long range (2045) futures. Figures 10 and 11 show the respective short range (2028) and long range (2045) total weekday peak hour traffic at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access-Site Access intersections. When the proposed signal at the Ziegler/Hidden Pond-Site Access intersection is installed, some Front Range Village and Affinity Senior Housing traffic may/will find it easier to use the newly installed signal than other routes. This adjustment in traffic volumes is reflected in the short range (2028) and long range (2045) total weekday peak hour traffic. Signal Warrants As a matter of policy, traffic signals are not installed at any location until such time that signal installation warrants are met according to the Manual on Uniform Traffic Control Devices. The Ziegler/Council Tree-HP Access intersection is currently signalized. For the streets in the vicinity of the Ziegler-Corbett/Union Park Mixed-Use, 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 road system. As part of discussions (mid- 2022), a preliminary signal warrant evaluation of the Ziegler/Hidden Pond-Site Access intersection was conducted. The Warrant 3/Peak Hour/Category A criteria was evaluated. It was concluded that the signal would be warranted. The peak hour signal warrant utilizes the major street approach volume (both directions) and the minor street approach volume (greatest on one of the minor streets). The analysis procedure is a function of the number of approach lanes on each street. Ziegler Road has two through lanes in each direction. The Site Access, approaching Ziegler Road, will have a two lane approach. Since Hidden Pond Drive has a one lane approach, the eastbound left-turn and through movement will be combined in a single lane. Therefore, only this left-turn and through movement will be used for the peak hour signal warrant. At the major street approach volumes (greater than 1,800 vehicles per hour in each peak hour), the signal warrant threshold volume is ≥100 vehicles per hour. Using the short range (2028) and long range (2045) total weekday peak hour traffic (Figures 11 and 12), the Ziegler/ SITE GENERATED PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Ziegler-Corbett/Union Park MIxed-Use TIS, February 2023 Page 18 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP AccessZieglerLowes Service Access Corbett52/5422/6834/6773/42 -1/-10-2/-927/5374/43 42/4423/6915/26 63/36 22/2019/5915/2663/3625/4474/4322/2019/5941/3423/6950/4522/6833/5773/4241/3423/6925/4474/43AM/PM - commercial - residential AM/PM SHORT RANGE (2028) TOTAL PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Ziegler-Corbett/Union Park MIxed-Use TIS, February 2023 Page 19 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Ziegler97/743/464/1498/255/13 30/38 Lowes Service Access Corbett88/961093/1295104/3830/180 17/30 77/277 104/2881108/115949/113/123 7/45 2/609/131132/144949/1051274/13689/29 11/612/81223/14385/152/2 0/0 55/55 15/12 0/0 16/6 32/711161/144710/1674/1221219/13761/1125/167 NOM 101/96 65/1131072/13644/16/3 NOM 3/1 NOM17/137/6NOM NOM 5/3 1/216/2952/131NOM NOM 78/62 LONG RANGE (2045) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Ziegler-Corbett/Union Park MIxed-Use TIS, February 2023 Page 20 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Ziegler95/755/565/1555/1510/20 30/40 Lowes Service Access Corbett75/1201540/17805/5130/185 NOM 100/95 65/1151425/16755/55/5 NOM 5/5 NOM15/1510/5NOM NOM 5/5 5/515/3055/140NOM NOM 80/60 5/101550/18455/155/5 NOM 55/55 15/15 NOM 15/5 35/701515/178010/1595/1051395/1690115/4040/220 20/35 85/300 115/3101460/145555/155/135 10/50 5/6510/151495/179550/1051595/1775AM/PM Rounded to Nearest 5 Vehicles 10/60 DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 21 Hidden Pond-Site Access intersection will meet peak hour signal warrants during the weekday morning and afternoon peak hours. Peak hour signal warrants are provided in Appendix D. Geometry Figures 12 and 13 respectively show schematics of the short range (2028) and long range (2045) geometry. In the short range (2028) future, the geometry at the Ziegler/ Council Tree-HP Access, Ziegler/Target Service Access, and Ziegler/Paddington-Grand Teton existing intersections was assumed to remain as it exists today. Operation Analysis Operation analyses were performed at the Ziegler/Council Tree-HP Access, Ziegler/ Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access-Site Access intersections. The operations analyses were conducted for the short range future, reflecting a year 2028 condition, and the long range future, reflecting a year 2045 condition. Table 3 shows the short range (2028) background weekday peak hour operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/ Lowes Service Access intersections. The key intersections meet the Fort Collins level of service standards in the peak hours with the existing geometry. Calculation forms for these analyses are provided in Appendix E. Table 4 shows the long range (2045) background weekday peak hour operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/ Lowes Service Access intersections. The key intersections meet the Fort Collins level of service standards in the peak hours with the existing geometry. Calculation forms for these analyses are provided in Appendix F. Using the traffic volumes shown in Figure 10, Table 5 shows the short range (2028) total weekday peak hour operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access-Site Access intersections. Calculation forms for these analyses are provided in Appendix G. The key intersections meet the Fort Collins level of service standards in the peak hours with the recommended/existing control and geometry. Using the traffic volumes shown in Figure 11, Table 6 shows the long range (2045) total weekday peak hour operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, SHORT RANGE (2028) GEOMETRY Figure 12 DELICH ASSOCIATES Ziegler-Corbett/Union Park MIxed-Use TIS, February 2023 Page 22 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access ZieglerLowes Service Access Corbett- Denotes Lane STOPSTOPSTOPSTOPSTOPSTOP LONG RANGE (2045) GEOMETRY Figure 13 DELICH ASSOCIATES Ziegler-Corbett/Union Park MIxed-Use TIS, February 2023 Page 23 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access ZieglerLowes Service Access Corbett- Denotes Lane STOPSTOPSTOPSTOPSTOPSTOP DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 24 TABLE 3 Short Range (2028) Background Peak Hour Operation Intersection Movement Level of Service AM PM Ziegler/Council Tree-HP Access (signal) EB T D D EB T/RT D D EB APPROACH D D WB LT D D WB T D D WB RT D D WB APPROACH D D NB LT A D NB T A B NB RT A A NB APPROACH A B SB LT A B SB T A C SB RT A B SB APPROACH A C OVERALL A C Ziegler/Target Service Access (stop sign) EB LT/RT D E (43.2 secs) NB LT B B OVERALL A A Ziegler/Hidden Pond (stop sign) WB LT/RT C C SB LT B B OVERALL A A Ziegler/Paddington-Grand Teton (stop sign) EB LT/T/RT C D WB LT/T/RT F (109.9 secs) F (166.9 secs) NB LT B B SB LT B B OVERALL A A Corbett/Target Service Access (stop sign) WB LT/RT A A SB LT/T A A OVERALL A A Corbett/Lowes Service Access (stop sign) EB LT/RT A A NB LT/T A A OVERALL A A DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 25 TABLE 4 Long Range (2045) Background Peak Hour Operation Intersection Movement Level of Service AM PM Ziegler/Council Tree-HP Access (signal) EB T D E (72.8 secs) EB T/RT D D EB APPROACH D E (66.6 secs) WB LT D D WB T D E (59.6 secs) WB RT D D WB APPROACH D D NB LT A E (63.2 secs) NB T A B NB RT A A NB APPROACH A C SB LT A B SB T A C SB RT A B SB APPROACH A C OVERALL A C Ziegler/Target Service Access (stop sign) EB RT C C NB LT B C OVERALL A A Ziegler/Hidden Pond (stop sign) WB LT/RT D E (35.3 secs) SB LT B C OVERALL A A Ziegler/Paddington-Grand Teton (stop sign) EB LT/T/RT F (59.3 secs) F (255.3 secs) WB LT/T/RT F (396.6 secs) F (518.4 secs) NB LT B C SB LT B C OVERALL A A Corbett/Target Service Access (stop sign) WB LT/RT A A SB LT/T A A OVERALL A A Corbett/Lowes Service Access (stop sign) EB LT/RT A A NB LT/T A A OVERALL A A DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 26 TABLE 5 Short Range (2028) Total Peak Hour Operation Intersection Movement Level of Service AM PM Ziegler/Council Tree-HP Access (signal) EB T D D EB T/RT D D EB APPROACH D D WB LT D D WB T D D WB RT D D WB APPROACH D D NB LT A D NB T A B NB RT A A NB APPROACH A C SB LT A B SB T B D SB RT A C SB APPROACH B D OVERALL A C Ziegler/Target Service Access (stop sign) EB RT C D NB LT B B OVERALL A A Ziegler/Hidden Pond-Site Access (signal) EB LT/T D D EB RT D D EB APPROACH D D WB LT/T/RT D D NB LT A B NB T C C NB T/RT C C NB APPROACH C C SB LT A B SB T A B SB RT A A SB APPROACH A B OVERALL B C Ziegler/Paddington-Grand Teton (stop sign) EB LT/T/RT C E (38.9 secs) WB LT/T/RT F (182.7 secs) F (275.8 secs) NB LT B C SB LT B B OVERALL A A Corbett/Target Service Access (stop sign) WB LT/RT A B SB LT/T A A OVERALL A A Corbett/Lowes Service Access (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 DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 27 TABLE 6 Long Range (2045) Total Peak Hour Operation Intersection Movement Level of Service AM PM Ziegler/Council Tree-HP Access (signal) EB T D E (63.4 secs) EB T/RT D E (72.9 secs) EB APPROACH D E (67.4 secs) WB LT D D WB T D D WB RT D D WB APPROACH D D NB LT A E (72.0 secs) NB T A B NB RT A A NB APPROACH A C SB LT A B SB T A D SB RT A C SB APPROACH A D OVERALL A D Ziegler/Target Service Access (stop sign) EB LT/RT C C NB LT C C OVERALL A A Ziegler/Hidden Pond-Site Access (signal) EB LT/T D D EB RT D D EB APPROACH D D WB LT/T/RT D D NB LT A C NB T A C NB T/RT A C NB APPROACH A C SB LT A B SB T A B SB RT A A SB APPROACH A B OVERALL A B Ziegler/Paddington-Grand Teton (stop sign) EB LT/T/RT F (85.7 secs) F (476.9 secs) WB LT/T/RT F (648.7 secs) F (723.7 secs) NB LT C C SB LT B C OVERALL A B Corbett/Target Service Access (stop sign) WB LT/RT A B SB LT/T A A OVERALL A A Corbett/Lowes Service Access (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 DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 28 Corbett/Target Service Access, and Corbett/Lowes Service Access-Site Access intersections. Calculation forms for these analyses are provided in Appendix H. The key intersections meet the Fort Collins level of service standards in the peak hours with the recommended/existing control and geometry. Pedestrian Level of Service Appendix I shows a map of the area that is within 1320 feet of the Ziegler- Corbett/Union Park Mixed-Use site. The Ziegler-Corbett/Union Park Mixed-Use site is located within an area termed as “other,” which sets the level of service threshold at LOS C for all measured factors. There are four destination areas within 1320 feet of the proposed Ziegler-Corbett/Union Park Mixed-Use site: 1) the residential area to the north and northwest of the site, 2) the commercial uses (Front Range Village) to the south and southwest of the site, 3) the HP Campus, and 4) the residential area to the east and northeast of the site. There are sidewalks along all streets in the area of the Ziegler- Corbett/Union Park Mixed-Use site. Sidewalks will be built throughout and adjacent to the development that will connect to existing nearby sidewalks along Ziegler Road and Corbett Road. A pedestrian/bike connection will be provided, connecting to the sidewalks along Paddington Road at Edmonds Road. There is no sidewalk on the south side of Paddington Road (Ziegler Road to Edmonds Road). This sidewalk should have been built with the English Ranch development. It is not the responsibility of the Ziegler- Corbett/Union Park Mixed-Use development to build this sidewalk since the Ziegler- Corbett/Union Park Mixed-Use development will not contribute pedestrian traffic along this segment of Paddington Road. As noted below, if the City of Fort Collins decides to signalize the Ziegler/Hidden Pond-Site Access intersection, there will be a safe, convenient pedestrian crossing at that intersection. • Directness – The distance ratio to all pedestrian destinations is less than 1.2 (LOS A), except destination 4. The directness for destination 4 can be improved to LOS A with a traffic signal at the Ziegler/Hidden Pond-Site Access intersection. • Continuity – The continuity to all pedestrian destinations will be acceptable at LOS B, since there are existing sidewalks adjacent to all the destination areas. • Street Crossings – The street crossings will be acceptable at LOS B for destination areas 1 and 2. For destination areas 3 and 4, the LOS will be C crossing Ziegler Road at the Ziegler/Council Tree-HP Access signalized intersection and at the Ziegler/Hidden Pond-Site Access intersection, if the City decides to signalize it. • Visual Interest and Amenity – The visual interest and amenity will be acceptable at LOS B for destination areas 1 and 2. For destination areas 3 and 4, the LOS will be C. • Security – The security is acceptable at LOS B for destination areas 1 and 2. For destination areas 3 and 4, the LOS will be C. DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 29 Bicycle Level of Service Appendix I shows a map of the area that is within 1320 feet of the Ziegler- Corbett/Union Park Mixed-Use site. Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of the Ziegler-Corbett/Union Park Mixed-Use site: 1) the commercial uses (Front Range Village) to the south and southwest of the site. The bicycle level of service is acceptable. The bicycle LOS Worksheet is provided in Appendix I. There are bicycle lanes along Harmony Road, Ziegler Road, Corbett Drive, and Council Tree Avenue. Bicycle lanes are not required on local streets. Transit Level of Service Currently, this area of Fort Collins is served by Transfort Route 16 service on Harmony Road. DELICH Ziegler-Corbett/Union Park Mixed-Use TIS, February 2023 ASSOCIATES Page 30 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the transportation impacts associated with the development of the Ziegler-Corbett/Union Park Mixed-Use in Fort Collins, Colorado. This study analyzed the transportation impacts in the short range (2028) and long range (2045) futures. As a result of these analyses, the following is concluded: • Development of the Ziegler-Corbett/Union Park Mixed-Use site is feasible from a traffic engineering standpoint. The trip generation for full development of the Ziegler-Corbett/Union Park Mixed-Use site resulted in 5,526 daily trip ends, 466 morning peak hour trip ends, and 581 afternoon peak hour trip ends. • Current operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access intersections is acceptable based upon City of Fort Collins evaluation criteria. • As part of discussions (mid-2022), a preliminary signal warrant evaluation of the Ziegler/Hidden Pond-Site Access intersection was conducted. The Warrant 3/Peak Hour/Category A criteria was evaluated. It was concluded that the signal would be warranted. • Figures 12 and 13 respectively show schematics of the short range (2028) and long range (2045) geometry. • With short range (2028) traffic and the Ziegler-Corbett/Union Park Mixed-Use development, the key intersections meet the Fort Collins level of service standards in the peak hours with the recommended/existing control and geometry. • With long range (2045) traffic and the key intersections will meet the Fort Collins level of service standards in the peak hours using the recommended/existing control and geometry. • With signalization of the Ziegler/Hidden Pond-Site Access intersection the pedestrian level of service will be acceptable. The bicycle level of service will be acceptable. Transfort Route 16 provides service on Harmony Road. APPENDIX A APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8/13/2019 Observer: City of Fort Collins Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Ziegler/Council Tree-HP Access S = straight L = left turn Time Northbound: Ziegler Southbound: Ziegler Total Eastbound: Council Tree Westbound: HP Access Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 18 150 9 177 15 196 10 221 398 8 5 22 35 0 0 0 0 35 433 7:45 28 148 10 186 34 178 29 241 427 9 2 18 29 1 3 2 6 35 462 8:00 28 122 11 161 22 150 24 196 357 13 4 20 37 1 2 1 4 41 398 8:15 26 133 17 176 29 139 21 189 365 10 5 14 29 0 2 0 2 31 396 7:30-8:30 100 553 47 700 100 663 84 847 1547 40 16 74 130 2 7 3 12 142 1689 PHF 0.89 0.92 0.69 0.94 0.74 0.85 0.72 0.88 0.77 0.8 0.84 0.88 0.5 0.58 0.38 0.5 0.91 4:30 80 198 2 280 7 174 22 203 483 52 4 68 124 10 7 26 43 167 650 4:45 62 194 2 258 10 218 17 245 503 58 16 79 153 16 23 32 71 224 727 5:00 82 227 3 312 12 231 22 265 577 41 2 67 110 16 8 40 64 174 751 5:15 51 160 4 215 7 179 31 217 432 58 7 51 116 15 5 20 40 156 588 4:30-5:30 275 779 11 1065 36 802 92 930 1995 209 29 265 503 57 43 118 218 721 2716 PHF 0.84 0.86 0.69 0.85 0.75 0.87 0.74 0.88 0.9 0.45 0.84 0.82 0.89 0.47 0.74 0.77 0.9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 9/28/2021 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Ziegler/Target Service Access S = straight L = left turn Time Northbound: Ziegler Southbound: Ziegler Total Eastbound: Service Acces Westbound: Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 259 259 264 14 278 537 3 2 5 0 5 542 7:45 2 219 221 280 18 298 519 5 3 8 0 8 527 8:00 3 219 222 220 9 229 451 2 2 4 0 4 455 8:15 4 214 218 199 8 207 425 5 4 9 0 9 434 7:30-8:30 9 911 0 920 0 963 49 1012 1932 15 0 11 26 0 0 0 0 26 1958 PHF 0.56 0.88 n/a 0.89 n/a 0.86 0.68 0.85 0.75 n/a 0.69 0.72 n/a n/a n/a n/a 0.9 4:30 5 278 283 236 25 261 544 15 20 35 0 35 579 4:45 2 258 260 268 29 297 557 7 11 18 0 18 575 5:00 1 311 312 263 21 284 596 15 18 33 0 33 629 5:15 5 300 305 282 30 312 617 12 12 24 0 24 641 4:30-5:30 13 1147 0 1160 0 1049 105 1154 2314 49 0 61 110 0 0 0 0 110 2424 PHF 0.65 0.92 n/a 0.93 n/a 0.93 0.88 0.92 0.82 n/a 0.76 0.79 n/a n/a n/a n/a 0.95 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 9/28/2021 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Ziegler/Hidden Pond S = straight L = left turn Time Northbound: Ziegler Southbound: Ziegler Total Eastbound: Westbound: Hidden Pond Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 262 0 262 1 278 279 541 0 0 4 4 4 545 7:45 223 1 224 0 298 298 522 0 0 1 1 1 523 8:00 219 2 221 0 226 226 447 0 3 1 4 4 451 8:15 218 1 219 0 207 207 426 0 0 0 0 0 426 7:30-8:30 0 922 4 926 1 1009 0 1010 1936 0 0 0 0 3 0 6 9 9 1945 PHF n/a 0.88 0.5 0.88 0.25 0.85 n/a 0.85 n/a n/a n/a n/a 0.25 n/a 0.38 0.56 0.89 4:30 293 0 293 0 261 261 554 0 0 0 0 0 554 4:45 265 0 265 1 297 298 563 0 0 2 2 2 565 5:00 326 0 326 0 283 283 609 0 1 0 1 1 610 5:15 311 1 312 0 312 312 624 0 0 1 1 1 625 4:30-5:30 0 1195 1 1196 1 1153 0 1154 2350 0 0 0 0 1 0 3 4 4 2354 PHF n/a 0.92 0.25 0.92 0.25 0.92 n/a 0.92 n/a n/a n/a n/a 0.25 n/a 0.38 0.5 0.94 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 9/29/2021 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Ziegler/Paddington-Grand Teton S = straight L = left turn Time Northbound: Ziegler Southbound: Ziegler Total Eastbound: Paddington Westbound: Grand Teton Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 4 233 1 238 1 251 0 252 490 0 0 21 21 3 0 3 6 27 517 7:45 12 223 4 239 3 293 0 296 535 1 0 17 18 4 0 5 9 27 562 8:00 6 207 3 216 1 277 1 279 495 0 0 8 8 2 0 3 5 13 508 8:15 10 217 2 229 0 199 1 200 429 1 0 11 12 8 0 4 12 24 453 7:30-8:30 32 880 10 922 5 1020 2 1027 1949 2 0 57 59 17 0 15 32 91 2040 PHF 0.67 0.94 0.63 0.96 0.42 0.87 0.5 0.87 0.5 n/a 0.68 0.7 0.53 n/a 0.75 0.67 0.91 4:30 14 276 2 292 0 282 2 284 576 0 0 15 15 1 0 2 3 18 594 4:45 21 302 6 329 5 266 2 273 602 1 0 9 10 1 0 1 2 12 614 5:00 18 327 6 351 5 305 2 312 663 1 0 15 16 2 0 4 6 22 685 5:15 21 304 3 328 5 296 2 303 631 0 0 18 18 2 0 5 7 25 656 4:30-5:30 74 1209 17 1300 15 1149 8 1172 2472 2 0 57 59 6 0 12 18 77 2549 PHF 0.88 0.92 0.71 0.93 0.75 0.94 1 0.94 0.5 n/a 0.79 0.82 0.75 n/a 0.6 0.64 0.93 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 1/25/2023 Observer:Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Corbett/Target Service Drive S = straight L = left turn Time Northbound: Corbett Southbound: Corbett Total Eastbound: Westbound: Target Service Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:00 2 0 2 0 1 1 3 0 2 0 2 2 5 7:15 1 1 2 1 3 4 6 0 2 0 2 2 8 7:30 2 3 5 1 2 3 8 0 6 0 6 6 14 7:45 3 1 4 1 2 3 7 0 7 0 7 7 14 # 8:00 4 2 6 1 6 7 13 0 8 0 8 8 21 # 8:15 5 1 6 0 9 9 15 0 6 0 6 6 21 # 8:30 1 2 3 0 5 5 8 0 10 1 11 11 19 # 8:45 4 3 7 2 6 8 15 0 6 2 8 8 23 # 8:00-9:00 0 14 8 22 3 26 0 29 51 0 0 0 0 30 0 3 33 33 84 PHF n/a 0.7 0.67 0.79 0.38 0.72 n/a 0.81 0.85 n/a n/a n/a n/a 0.75 n/a 0.38 0.75 0.75 0.91 4:00 10 7 17 0 4 4 21 0 6 0 6 6 27 4:15 7 6 13 2 5 7 20 0 15 1 16 16 36 4:30 7 8 15 1 5 6 21 0 8 2 10 10 31 4:45 2 4 6 1 4 5 11 0 9 2 11 11 22 # 5:00 5 6 11 0 2 2 13 0 8 0 8 8 21 # 5:15 4 5 9 1 3 4 13 0 4 0 4 4 17 # 5:30 2 1 3 1 4 5 8 0 7 2 9 9 17 # 5:45 3 6 9 0 3 3 12 0 3 0 3 3 15 # 4:00-5:00 0 26 25 51 4 18 0 22 73 0 0 0 0 38 0 5 43 43 116 PHF n/a 0.65 0.78 0.75 0.5 0.9 n/a 0.79 0.87 n/a n/a n/a n/a 0.63 n/a 0.63 0.67 0.67 0.81 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 1/25/2023 Observer:Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Corbett/Lowes Service Drive S = straight L = left turn Time Northbound: Corbett Southbound: Corbett Total Eastbound: Lowes Service Westbound: Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:00 0 2 2 1 0 1 3 0 0 0 0 0 3 7:15 1 0 1 4 0 4 5 0 0 0 0 0 5 7:30 0 2 2 3 0 3 5 0 0 0 0 0 5 7:45 1 2 3 2 0 2 5 0 1 1 0 1 6 # 8:00 1 3 4 6 0 6 10 0 1 1 0 1 11 # 8:15 0 5 5 8 0 8 13 0 1 1 0 1 14 # 8:30 0 2 2 4 0 4 6 0 1 1 0 1 7 # 8:45 0 6 6 6 0 6 12 0 2 2 0 2 14 # 8:00-9:00 1 16 0 17 0 24 0 24 41 0 0 5 5 0 0 0 0 5 46 PHF 0.25 0.67 n/a 0.71 n/a 0.75 n/a 0.75 0.79 n/a n/a 0.63 0.63 n/a n/a n/a n/a 0.63 0.82 4:00 1 9 10 4 0 4 14 0 0 0 0 0 14 4:15 1 7 8 6 0 6 14 0 1 1 0 1 15 4:30 0 9 9 5 0 5 14 0 1 1 0 1 15 4:45 0 4 4 4 0 4 8 0 1 1 0 1 9 # 5:00 0 5 5 2 0 2 7 0 0 0 0 0 7 # 5:15 0 4 4 4 0 4 8 0 0 0 0 0 8 # 5:30 0 4 4 4 0 4 8 0 1 1 0 1 9 # 5:45 1 2 3 2 0 2 5 0 1 1 0 1 6 # 4:00-5:00 2 29 0 31 0 19 0 19 50 0 0 3 3 0 0 0 0 3 53 PHF 0.5 0.81 n/a 0.78 n/a 0.79 n/a 0.79 0.89 n/a n/a 0.75 0.75 n/a n/a n/a n/a 0.75 0.88 APPENDIX C HCM 6th Signalized Intersection Summary Recent AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 40 16 74 2 7 3 100 874 47 100 832 84 Future Volume (veh/h) 40 16 74 2 7 3 100 874 47 100 832 84 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 44 18 22811109601511091460 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %222222222222 Cap, veh/h 141 96 11 131 108 92 547 2755 1229 543 2755 1229 Arrive On Green 0.06 0.06 0.05 0.06 0.06 0.06 0.04 0.78 0.78 0.04 0.78 0.78 Sat Flow, veh/h 1406 1654 184 1392 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 44 0 20 2 8 1 110 960 15 110 914 60 Grp Sat Flow(s),veh/h/ln 1406 0 1837 1392 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 3.4 0.0 1.1 0.2 0.4 0.1 1.3 9.1 0.2 1.3 8.6 1.0 Cycle Q Clear(g_c), s 3.8 0.0 1.1 1.3 0.4 0.1 1.3 9.1 0.2 1.3 8.6 1.0 Prop In Lane 1.00 0.10 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 141 0 106 131 108 92 547 2755 1229 543 2755 1229 V/C Ratio(X) 0.31 0.00 0.19 0.02 0.07 0.01 0.20 0.35 0.01 0.20 0.33 0.05 Avail Cap(c_a), veh/h 405 0 451 393 459 389 598 2755 1229 805 2755 1229 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.8 0.0 49.4 50.0 49.0 48.9 2.3 3.8 2.8 2.4 3.7 2.9 Incr Delay (d2), s/veh 1.2 0.0 0.8 0.0 0.3 0.0 0.2 0.3 0.0 0.2 0.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 0.5 0.1 0.2 0.0 0.3 2.3 0.1 0.3 2.2 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.1 0.0 50.3 50.0 49.3 48.9 2.5 4.2 2.8 2.6 4.1 3.0 LnGrp LOS D A DDDD AAAAAA Approach Vol, veh/h 64 11 1085 1084 Approach Delay, s/veh 51.5 49.4 4.0 3.8 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.9 90.8 11.4 7.9 90.8 11.4 Change Period (Y+Rc), s 4.0 6.5 6.0 4.0 6.5 6.0 Max Green Setting (Gmax), s 7.0 60.5 26.0 20.0 47.5 26.0 Max Q Clear Time (g_c+I1), s 3.3 10.6 5.8 3.3 11.1 3.3 Green Ext Time (p_c), s 0.1 7.3 0.1 0.2 7.4 0.0 Intersection Summary HCM 6th Ctrl Delay 5.5 HCM 6th LOS A Timing Report, Sorted By Phase Recent AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report recent am.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 67 32 24 54 32 Maximum Split (%) 10.0% 60.9% 29.1% 21.8% 49.1% 29.1% Minimum Split (s) 11 28.5 32 11 29.5 32 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s)123123 Minimum Initial (s)474474 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 14 19 16 19 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 36 47 4 36 60 4 End Time (s) 47 4 36 60 4 36 Yield/Force Off (s) 43 107.5 30 56 107.5 30 Yield/Force Off 170(s) 43 93.5 11 56 91.5 11 Local Start Time (s) 32 43 0 32 56 0 Local Yield (s) 39 103.5 26 52 103.5 26 Local Yield 170(s) 39 89.5 7 52 87.5 7 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 4 (4%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 9: Ziegler & Council Tree/Broadcom Queues Recent AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report recent am.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 44 99 2 8 3 110 960 52 110 914 92 v/c Ratio 0.28 0.38 0.01 0.04 0.01 0.22 0.39 0.05 0.23 0.37 0.08 Control Delay 45.6 16.5 37.0 38.1 0.0 4.2 9.2 0.1 4.3 8.5 2.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.6 16.5 37.0 38.1 0.0 4.2 9.2 0.1 4.3 8.5 2.2 Queue Length 50th (ft) 30 12 1 5 0 10 120 0 10 112 0 Queue Length 95th (ft) 55 53 8 17 0 42 272 0 42 241 22 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 343 462 299 457 474 508 2440 1125 645 2457 1127 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.13 0.21 0.01 0.02 0.01 0.22 0.39 0.05 0.17 0.37 0.08 Intersection Summary HCM 6th Signalized Intersection Summary Recent PM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 209 29 265 57 43 118 275 884 11 36 1011 92 Future Volume (veh/h) 209 29 265 57 43 118 275 884 11 36 1011 92 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 232 32 80 63 48 14 306 982 1 40 1123 52 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, %222222222222 Cap, veh/h 322 102 255 263 404 342 410 2270 1013 405 2053 916 Arrive On Green 0.22 0.22 0.21 0.22 0.22 0.22 0.09 0.64 0.64 0.03 0.58 0.58 Sat Flow, veh/h 1340 474 1184 1281 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 232 0 112 63 48 14 306 982 1 40 1123 52 Grp Sat Flow(s),veh/h/ln 1340 0 1657 1281 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 20.2 0.0 6.9 5.2 2.5 0.8 7.8 16.6 0.0 1.1 23.4 1.7 Cycle Q Clear(g_c), s 22.7 0.0 6.9 12.1 2.5 0.8 7.8 16.6 0.0 1.1 23.4 1.7 Prop In Lane 1.00 0.71 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 322 0 358 263 404 342 410 2270 1013 405 2053 916 V/C Ratio(X) 0.72 0.00 0.31 0.24 0.12 0.04 0.75 0.43 0.00 0.10 0.55 0.06 Avail Cap(c_a), veh/h 334 0 373 275 421 357 510 2270 1013 465 2053 916 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.0 0.0 39.9 44.7 37.9 37.2 14.5 10.8 7.8 9.7 15.6 11.1 Incr Delay (d2), s/veh 7.2 0.0 0.5 0.5 0.1 0.0 4.6 0.6 0.0 0.1 1.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.4 0.0 2.9 1.7 1.2 0.3 3.5 5.9 0.0 0.4 8.9 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.2 0.0 40.4 45.1 38.0 37.3 19.2 11.4 7.8 9.8 16.7 11.2 LnGrp LOS D A DDDD BBAABB Approach Vol, veh/h 344 125 1289 1215 Approach Delay, s/veh 49.7 41.5 13.3 16.2 Approach LOS D D B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 14.3 74.8 30.9 6.9 82.2 30.9 Change Period (Y+Rc), s 4.0 6.5 6.0 4.0 6.5 6.0 Max Green Setting (Gmax), s 17.0 60.5 26.0 7.0 70.5 26.0 Max Q Clear Time (g_c+I1), s 9.8 25.4 24.7 3.1 18.6 14.1 Green Ext Time (p_c), s 0.5 9.3 0.2 0.0 7.9 0.3 Intersection Summary HCM 6th Ctrl Delay 19.9 HCM 6th LOS B Timing Report, Sorted By Phase Recent PM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report recent pm.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 21 67 32 11 77 32 Maximum Split (%) 17.5% 55.8% 26.7% 9.2% 64.2% 26.7% Minimum Split (s) 11 28.5 32 11 29.5 32 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s)123123 Minimum Initial (s)474474 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 14 19 16 19 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 36 57 4 36 47 4 End Time (s) 57 4 36 47 4 36 Yield/Force Off (s) 53 117.5 30 43 117.5 30 Yield/Force Off 170(s) 53 103.5 11 43 101.5 11 Local Start Time (s) 32 53 0 32 43 0 Local Yield (s) 49 113.5 26 39 113.5 26 Local Yield 170(s) 49 99.5 7 39 97.5 7 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 4 (3%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 9: Ziegler & Council Tree/Broadcom Queues Recent PM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report recent pm.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 232 326 63 48 131 306 982 12 40 1123 102 v/c Ratio 0.84 0.63 0.86 0.13 0.31 0.75 0.43 0.01 0.10 0.56 0.11 Control Delay 71.3 17.3 117.9 38.5 8.4 22.4 12.5 0.0 6.4 19.3 3.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 71.3 17.3 117.9 38.5 8.4 22.4 12.5 0.0 6.4 19.3 3.1 Queue Length 50th (ft) 169 54 46 30 0 75 207 0 8 298 0 Queue Length 95th (ft) #290 152 #131 63 51 172 260 0 18 386 28 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 304 549 81 419 457 449 2259 1033 416 1988 934 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.76 0.59 0.78 0.11 0.29 0.68 0.43 0.01 0.10 0.56 0.11 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Recent AM 22: Ziegler & Target Service Access 01/28/2023 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 11 9 908 1005 49 Future Vol, veh/h 15 11 9 908 1005 49 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 17 12 10 1009 1117 54 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1669 586 1171 0 - 0 Stage 1 1144 ----- Stage 2 525 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 87 454 592 - - - Stage 1 266 ----- Stage 2 558 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 86 454 592 - - - Mov Cap-2 Maneuver 195 ----- Stage 1 261 ----- Stage 2 558 ----- Approach EB NB SB HCM Control Delay, s 20.8 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 592 - 257 - - HCM Lane V/C Ratio 0.017 - 0.112 - - HCM Control Delay (s) 11.2 - 20.8 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0.1 - 0.4 - - HCM 6th TWSC Recent PM 22: Ziegler & Target Service Access 01/28/2023 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 49 61 13 1198 1078 105 Future Vol, veh/h 49 61 13 1198 1078 105 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 52 64 14 1261 1135 111 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1850 623 1246 0 - 0 Stage 1 1191 ----- Stage 2 659 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 66 429 554 - - - Stage 1 251 ----- Stage 2 476 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 64 429 554 - - - Mov Cap-2 Maneuver 173 ----- Stage 1 245 ----- Stage 2 476 ----- Approach EB NB SB HCM Control Delay, s 29.7 0.1 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 554 - 259 - - HCM Lane V/C Ratio 0.025 - 0.447 - - HCM Control Delay (s) 11.7 - 29.7 - - HCM Lane LOS B - D - - HCM 95th %tile Q(veh) 0.1 - 2.2 - - HCM 6th TWSC Recent AM 18: Ziegler & Hidden Pond 01/28/2023 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 3 6 919 4 1 1051 Future Vol, veh/h 3 6 919 4 1 1051 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 3 7 1033 4 1 1181 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1628 519 0 0 1037 0 Stage 1 1035 ----- Stage 2 593 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 93 502 - - 666 - Stage 1 303 ----- Stage 2 515 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 93 502 - - 666 - Mov Cap-2 Maneuver 213 ----- Stage 1 303 ----- Stage 2 514 ----- Approach WB NB SB HCM Control Delay, s 15.7 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 346 666 - HCM Lane V/C Ratio - - 0.029 0.002 - HCM Control Delay (s) - - 15.7 10.4 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC Recent PM 18: Ziegler & Hidden Pond 01/28/2023 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 3 1246 1 1 1182 Future Vol, veh/h 1 3 1246 1 1 1182 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 22222 Mvmt Flow 1 3 1326 1 1 1257 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1958 664 0 0 1327 0 Stage 1 1327 ----- Stage 2 631 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 56 403 - - 516 - Stage 1 212 ----- Stage 2 492 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 56 403 - - 516 - Mov Cap-2 Maneuver 156 ----- Stage 1 212 ----- Stage 2 491 ----- Approach WB NB SB HCM Control Delay, s 17.6 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 289 516 - HCM Lane V/C Ratio - - 0.015 0.002 - HCM Control Delay (s) - - 17.6 12 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0 0 - HCM 6th TWSC Recent AM 15: Ziegler & Paddington/Grand Teton 01/28/2023 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 55 16 0 15 32 883 10 5 981 2 Future Vol, veh/h 2 0 55 16 0 15 32 883 10 5 981 2 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------200--200-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 0 60 18 0 16 35 970 11 5 1078 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1644 2140 540 1595 2136 491 1080 0 0 981 0 0 Stage 1 1089 1089 - 1046 1046 ------- Stage 2 555 1051 - 549 1090 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 66 48 486 72 49 523 641 - - 699 - - Stage 1 230 290 - 244 304 ------- Stage 2 484 302 - 488 289 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 61 45 486 60 46 523 641 - - 699 - - Mov Cap-2 Maneuver 61 45 - 60 46 ------- Stage 1 217 288 - 231 287 ------- Stage 2 443 285 - 424 287 ------- Approach EB WB NB SB HCM Control Delay, s 16 54.9 0.4 0.1 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 641 - - 391 105 699 - - HCM Lane V/C Ratio 0.055 - - 0.16 0.324 0.008 - - HCM Control Delay (s) 10.9 - - 16 54.9 10.2 - - HCM Lane LOS B - - C F B - - HCM 95th %tile Q(veh) 0.2 - - 0.6 1.3 0 - - HCM 6th TWSC Recent PM 15: Ziegler & Paddington/Grand Teton 01/28/2023 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 55 6 0 12 71 1162 16 15 1122 8 Future Vol, veh/h 2 0 55 6 0 12 71 1162 16 15 1122 8 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------200--200-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 0 59 6 0 13 76 1249 17 16 1206 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2020 2661 608 2045 2657 633 1215 0 0 1266 0 0 Stage 1 1243 1243 - 1410 1410 ------- Stage 2 777 1418 - 635 1247 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 34 22 439 33 22 422 570 - - 545 - - Stage 1 185 245 - 145 203 ------- Stage 2 356 201 - 433 244 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 29 19 439 25 19 422 570 - - 545 - - Mov Cap-2 Maneuver 29 19 - 25 19 ------- Stage 1 160 238 - 126 176 ------- Stage 2 299 174 - 364 237 ------- Approach EB WB NB SB HCM Control Delay, s 20.5 79.2 0.7 0.2 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 570 - - 293 67 545 - - HCM Lane V/C Ratio 0.134 - - 0.209 0.289 0.03 - - HCM Control Delay (s) 12.3 - - 20.5 79.2 11.8 - - HCM Lane LOS B - - C F B - - HCM 95th %tile Q(veh) 0.5 - - 0.8 1 0.1 - - HCM 6th TWSC Recent AM 4: Corbett & Target Service Access 01/28/2023 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 3.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 30 3 14 8 3 26 Future Vol, veh/h 30 3 14 8 3 26 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 22222 Mvmt Flow 33 3 15 9 3 29 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 55 20 0 0 24 0 Stage 1 20 ----- Stage 2 35 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 953 1058 - - 1591 - Stage 1 1003 ----- Stage 2 987 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 951 1058 - - 1591 - Mov Cap-2 Maneuver 951 ----- Stage 1 1003 ----- Stage 2 985 ----- Approach WB NB SB HCM Control Delay, s 8.9 0 0.8 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 960 1591 - HCM Lane V/C Ratio - - 0.038 0.002 - HCM Control Delay (s) - - 8.9 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC Recent PM 4: Corbett & Target Service Access 01/28/2023 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 3.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 38 5 26 25 4 18 Future Vol, veh/h 38 5 26 25 4 18 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 45 6 31 29 5 21 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 77 46 0 0 60 0 Stage 1 46 ----- Stage 2 31 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 926 1023 - - 1544 - Stage 1 976 ----- Stage 2 992 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 923 1023 - - 1544 - Mov Cap-2 Maneuver 923 ----- Stage 1 976 ----- Stage 2 989 ----- Approach WB NB SB HCM Control Delay, s 9.1 0 1.3 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 934 1544 - HCM Lane V/C Ratio - - 0.054 0.003 - HCM Control Delay (s) - - 9.1 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC Recent AM 6: Corbett & Lowes Service Access 01/28/2023 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 1 16 24 0 Future Vol, veh/h 0 5 1 16 24 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 6 1 19 28 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 49 28 28 0 - 0 Stage 1 28 ----- Stage 2 21 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 960 1047 1585 - - - Stage 1 995 ----- Stage 2 1002 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 959 1047 1585 - - - Mov Cap-2 Maneuver 959 ----- Stage 1 994 ----- Stage 2 1002 ----- Approach EB NB SB HCM Control Delay, s 8.5 0.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1585 - 1047 - - HCM Lane V/C Ratio 0.001 - 0.006 - - HCM Control Delay (s) 7.3 0 8.5 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th TWSC Recent PM 6: Corbett & Lowes Service Access 01/28/2023 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 3 2 29 19 0 Future Vol, veh/h 0 3 2 29 19 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 4 2 34 22 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 60 22 22 0 - 0 Stage 1 22 ----- Stage 2 38 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 947 1055 1593 - - - Stage 1 1001 ----- Stage 2 984 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 946 1055 1593 - - - Mov Cap-2 Maneuver 946 ----- Stage 1 1000 ----- Stage 2 984 ----- Approach EB NB SB HCM Control Delay, s 8.4 0.5 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1593 - 1055 - - HCM Lane V/C Ratio 0.001 - 0.003 - - HCM Control Delay (s) 7.3 0 8.4 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-2 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS APPENDIX D 400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB LT/T AM 125 VPHAM 2435 VPH PM 2977 VPHEB LT/T PM 167 VPHMINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH -VEHICLES PER HOUR (VPH)*Note: 150 vph applies as the lower threshold volume for a minor-streetapproach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.SHORT RANGE (2028) TOTAL PEAK HOUR WARRANT AT ZIEGLER/HIDDEN POND-SITE ACCESS INTERSECTIONMUTCD, 2003 EDITION, PAGE 4C-7 400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB LT/T AM 125 VPHAM 2435 VPH PM 2977 VPHEB LT/T PM 167 VPH400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB LT/T AM 125 VPHAM 2435 VPH PM 2977 VPHEB LT/T PM 167 VPH400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB LT/T AM 125 VPHAM 2435 VPH PM 2977 VPHEB LT/T PM 167 VPH 400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB LT/T AM 130 VPHAM 3125 VPH PM 3705 VPHEB LT/T PM 185 VPHMINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH -VEHICLES PER HOUR (VPH)*Note: 150 vph applies as the lower threshold volume for a minor-streetapproach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.LONG RANGE (2045) TOTAL PEAK HOUR WARRANT AT ZIEGLER/HIDDEN POND-SITE ACCESS INTERSECTIONMUTCD, 2003 EDITION, PAGE 4C-7 400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB LT/T AM 130 VPHAM 3125 VPH PM 3705 VPHEB LT/T PM 185 VPH400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB LT/T AM 130 VPHAM 3125 VPH PM 3705 VPHEB LT/T PM 185 VPH400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB LT/T AM 130 VPHAM 3125 VPH PM 3705 VPHEB LT/T PM 185 VPH APPENDIX E HCM 6th Signalized Intersection Summary Short Bkgrd AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 42 17 77 2 7 3 104 1044 49 104 994 88 Future Volume (veh/h) 42 17 77 2 7 3 104 1044 49 104 994 88 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 46 19 32811141147 17 114 1092 64 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %222222222222 Cap, veh/h 144 94 15 133 112 95 471 2748 1226 465 2748 1226 Arrive On Green 0.06 0.06 0.05 0.06 0.06 0.06 0.04 0.77 0.77 0.04 0.77 0.77 Sat Flow, veh/h 1406 1577 249 1390 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 46 0 22 2 8 1 114 1147 17 114 1092 64 Grp Sat Flow(s),veh/h/ln 1406 0 1826 1390 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 3.5 0.0 1.3 0.2 0.4 0.1 1.4 11.9 0.3 1.4 11.1 1.0 Cycle Q Clear(g_c), s 4.0 0.0 1.3 1.4 0.4 0.1 1.4 11.9 0.3 1.4 11.1 1.0 Prop In Lane 1.00 0.14 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 144 0 109 133 112 95 471 2748 1226 465 2748 1226 V/C Ratio(X) 0.32 0.00 0.20 0.02 0.07 0.01 0.24 0.42 0.01 0.25 0.40 0.05 Avail Cap(c_a), veh/h 405 0 448 391 459 389 522 2748 1226 726 2748 1226 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.7 0.0 49.3 49.9 48.8 48.7 2.7 4.2 2.9 2.8 4.1 2.9 Incr Delay (d2), s/veh 1.3 0.0 0.9 0.0 0.3 0.0 0.3 0.5 0.0 0.3 0.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 0.0 0.6 0.1 0.2 0.0 0.3 3.0 0.1 0.3 2.8 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.0 0.0 50.2 49.9 49.1 48.7 2.9 4.6 2.9 3.1 4.5 3.0 LnGrp LOS D A DDDD AAAAAA Approach Vol, veh/h 68 11 1278 1270 Approach Delay, s/veh 51.4 49.2 4.5 4.3 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.9 90.5 11.6 7.9 90.5 11.6 Change Period (Y+Rc), s 4.0 6.5 6.0 4.0 6.5 6.0 Max Green Setting (Gmax), s 7.0 60.5 26.0 20.0 47.5 26.0 Max Q Clear Time (g_c+I1), s 3.4 13.1 6.0 3.4 13.9 3.4 Green Ext Time (p_c), s 0.1 9.4 0.2 0.2 9.3 0.0 Intersection Summary HCM 6th Ctrl Delay 5.8 HCM 6th LOS A Timing Report, Sorted By Phase Short Bkgrd AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report sb am.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 67 32 24 54 32 Maximum Split (%) 10.0% 60.9% 29.1% 21.8% 49.1% 29.1% Minimum Split (s) 11 28.5 32 11 29.5 32 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s)123123 Minimum Initial (s)474474 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 14 19 16 19 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 36 47 4 36 60 4 End Time (s) 47 4 36 60 4 36 Yield/Force Off (s) 43 107.5 30 56 107.5 30 Yield/Force Off 170(s) 43 93.5 11 56 91.5 11 Local Start Time (s) 32 43 0 32 56 0 Local Yield (s) 39 103.5 26 52 103.5 26 Local Yield 170(s) 39 89.5 7 52 87.5 7 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 4 (4%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 9: Ziegler & Council Tree/Broadcom Queues Short Bkgrd AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report sb am.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 46 104 2 8 3 114 1147 54 114 1092 97 v/c Ratio 0.29 0.40 0.01 0.04 0.01 0.27 0.47 0.05 0.28 0.45 0.09 Control Delay 45.8 16.5 37.0 38.0 0.0 4.8 10.1 0.1 4.9 9.3 2.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.8 16.5 37.0 38.0 0.0 4.8 10.1 0.1 4.9 9.3 2.1 Queue Length 50th (ft) 31 13 1 5 0 10 156 0 10 145 0 Queue Length 95th (ft) 57 54 8 17 0 44 347 1 44 305 23 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 343 465 291 457 474 430 2435 1123 578 2452 1126 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.13 0.22 0.01 0.02 0.01 0.27 0.47 0.05 0.20 0.45 0.09 Intersection Summary HCM 6th Signalized Intersection Summary Short Bkgrd PM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 218 30 277 60 45 123 288 1056 11 38 1208 96 Future Volume (veh/h) 218 30 277 60 45 123 288 1056 11 38 1208 96 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 242 33 116 67 50 17 320 1173 1 42 1342 51 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, %222222222222 Cap, veh/h 330 81 285 240 418 354 362 2241 999 334 1980 883 Arrive On Green 0.22 0.22 0.22 0.22 0.22 0.22 0.11 0.63 0.63 0.03 0.56 0.56 Sat Flow, veh/h 1334 363 1277 1239 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 242 0 149 67 50 17 320 1173 1 42 1342 51 Grp Sat Flow(s),veh/h/ln 1334 0 1640 1239 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 21.2 0.0 9.4 5.9 2.6 1.0 9.4 21.8 0.0 1.2 32.2 1.8 Cycle Q Clear(g_c), s 23.8 0.0 9.4 15.2 2.6 1.0 9.4 21.8 0.0 1.2 32.2 1.8 Prop In Lane 1.00 0.78 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 330 0 367 240 418 354 362 2241 999 334 1980 883 V/C Ratio(X) 0.73 0.00 0.41 0.28 0.12 0.05 0.88 0.52 0.00 0.13 0.68 0.06 Avail Cap(c_a), veh/h 332 0 369 242 421 357 439 2241 999 393 1980 883 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.7 0.0 40.1 46.3 37.2 36.6 22.9 12.2 8.2 11.1 18.9 12.2 Incr Delay (d2), s/veh 8.1 0.0 0.7 0.6 0.1 0.1 16.5 0.9 0.0 0.2 1.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.8 0.0 3.9 1.9 1.2 0.4 6.6 7.9 0.0 0.4 12.6 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.8 0.0 40.9 46.9 37.3 36.6 39.4 13.1 8.2 11.2 20.8 12.3 LnGrp LOS D A DDDDDBABCB Approach Vol, veh/h 391 134 1494 1435 Approach Delay, s/veh 49.5 42.0 18.7 20.2 Approach LOS D D B C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 15.8 72.4 31.8 7.0 81.2 31.8 Change Period (Y+Rc), s 4.0 6.5 6.0 4.0 6.5 6.0 Max Green Setting (Gmax), s 17.0 60.5 26.0 7.0 70.5 26.0 Max Q Clear Time (g_c+I1), s 11.4 34.2 25.8 3.2 23.8 17.2 Green Ext Time (p_c), s 0.5 10.8 0.0 0.0 10.2 0.3 Intersection Summary HCM 6th Ctrl Delay 23.7 HCM 6th LOS C Timing Report, Sorted By Phase Short Bkgrd PM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report sb pm.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 21 67 32 11 77 32 Maximum Split (%) 17.5% 55.8% 26.7% 9.2% 64.2% 26.7% Minimum Split (s) 11 28.5 32 11 29.5 32 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s)123123 Minimum Initial (s)474474 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 14 19 16 19 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 36 57 4 36 47 4 End Time (s) 57 4 36 47 4 36 Yield/Force Off (s) 53 117.5 30 43 117.5 30 Yield/Force Off 170(s) 53 103.5 11 43 101.5 11 Local Start Time (s) 32 53 0 32 43 0 Local Yield (s) 49 113.5 26 39 113.5 26 Local Yield 170(s) 49 99.5 7 39 97.5 7 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 4 (3%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 9: Ziegler & Council Tree/Broadcom Queues Short Bkgrd PM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report sb pm.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 242 341 67 50 137 320 1173 12 42 1342 107 v/c Ratio 0.86 0.67 0.99 0.13 0.31 0.87 0.52 0.01 0.13 0.71 0.12 Control Delay 73.0 21.9 153.5 38.3 8.2 48.4 14.0 0.0 6.9 24.5 3.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 73.0 21.9 153.5 38.3 8.2 48.4 14.0 0.0 6.9 24.5 3.1 Queue Length 50th (ft) 178 82 51 31 0 154 268 0 9 415 0 Queue Length 95th (ft) #310 187 #146 66 52 #314 332 0 19 502 28 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 303 532 73 419 462 377 2240 1025 341 1880 891 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.80 0.64 0.92 0.12 0.30 0.85 0.52 0.01 0.12 0.71 0.12 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Short Bkgrd AM 22: Ziegler & Target Service Access 01/28/2023 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 11 9 1080 1175 49 Future Vol, veh/h 15 11 9 1080 1175 49 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 17 12 10 1200 1306 54 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1953 680 1360 0 - 0 Stage 1 1333 ----- Stage 2 620 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 56 393 501 - - - Stage 1 211 ----- Stage 2 499 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 55 393 501 - - - Mov Cap-2 Maneuver 154 ----- Stage 1 207 ----- Stage 2 499 ----- Approach EB NB SB HCM Control Delay, s 25.2 0.1 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 501 - 207 - - HCM Lane V/C Ratio 0.02 - 0.14 - - HCM Control Delay (s) 12.3 - 25.2 - - HCM Lane LOS B - D - - HCM 95th %tile Q(veh) 0.1 - 0.5 - - HCM 6th TWSC Short Bkgrd PM 22: Ziegler & Target Service Access 01/28/2023 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 1.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 49 61 13 1384 1281 105 Future Vol, veh/h 49 61 13 1384 1281 105 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 52 64 14 1457 1348 111 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2161 730 1459 0 - 0 Stage 1 1404 ----- Stage 2 757 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver ~ 40 365 459 - - - Stage 1 193 ----- Stage 2 424 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 39 365 459 - - - Mov Cap-2 Maneuver 133 ----- Stage 1 187 ----- Stage 2 424 ----- Approach EB NB SB HCM Control Delay, s 43.2 0.1 0 HCM LOS E Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 459 - 205 - - HCM Lane V/C Ratio 0.03 - 0.565 - - HCM Control Delay (s) 13.1 - 43.2 - - HCM Lane LOS B - E - - HCM 95th %tile Q(veh) 0.1 - 3.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Short Bkgrd AM 18: Ziegler & Hidden Pond 01/28/2023 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 3 6 1091 4 1 1221 Future Vol, veh/h 3 6 1091 4 1 1221 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 3 7 1226 4 1 1372 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1916 615 0 0 1230 0 Stage 1 1228 ----- Stage 2 688 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 59 434 - - 562 - Stage 1 240 ----- Stage 2 460 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 59 434 - - 562 - Mov Cap-2 Maneuver 168 ----- Stage 1 240 ----- Stage 2 459 ----- Approach WB NB SB HCM Control Delay, s 18.1 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 284 562 - HCM Lane V/C Ratio - - 0.036 0.002 - HCM Control Delay (s) - - 18.1 11.4 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC Short Bkgrd PM 18: Ziegler & Hidden Pond 01/28/2023 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 3 1432 1 1 1385 Future Vol, veh/h 1 3 1432 1 1 1385 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 22222 Mvmt Flow 1 3 1523 1 1 1473 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2263 762 0 0 1524 0 Stage 1 1524 ----- Stage 2 739 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 34 347 - - 434 - Stage 1 166 ----- Stage 2 433 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 34 347 - - 434 - Mov Cap-2 Maneuver 122 ----- Stage 1 166 ----- Stage 2 432 ----- Approach WB NB SB HCM Control Delay, s 20.5 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 237 434 - HCM Lane V/C Ratio - - 0.018 0.002 - HCM Control Delay (s) - - 20.5 13.3 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC Short Bkgrd AM 15: Ziegler & Paddington/Grand Teton 01/28/2023 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 55 16 0 15 32 1055 10 5 1151 2 Future Vol, veh/h 2 0 55 16 0 15 32 1055 10 5 1151 2 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------200--200-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 0 60 18 0 16 35 1159 11 5 1265 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1926 2516 634 1878 2512 585 1267 0 0 1170 0 0 Stage 1 1276 1276 - 1235 1235 ------- Stage 2 650 1240 - 643 1277 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 40 28 422 44 28 454 544 - - 593 - - Stage 1 176 236 - 187 247 ------- Stage 2 424 245 - 428 236 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 36 26 422 36 26 454 544 - - 593 - - Mov Cap-2 Maneuver 36 26 - 36 26 ------- Stage 1 165 234 - 175 231 ------- Stage 2 382 229 - 364 234 ------- Approach EB WB NB SB HCM Control Delay, s 19.7 109.9 0.4 0 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 544 - - 307 65 593 - - HCM Lane V/C Ratio 0.065 - - 0.204 0.524 0.009 - - HCM Control Delay (s) 12.1 - - 19.7 109.9 11.1 - - HCM Lane LOS B - - C F B - - HCM 95th %tile Q(veh) 0.2 - - 0.8 2.1 0 - - HCM 6th TWSC Short Bkgrd PM 15: Ziegler & Paddington/Grand Teton 01/28/2023 Synchro 11 Light Report sb pm.syn 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 2 0 55 6 0 12 71 1348 16 15 1325 8 Future Vol, veh/h 2 0 55 6 0 12 71 1348 16 15 1325 8 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------200--200-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 0 59 6 0 13 76 1449 17 16 1425 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2339 3080 717 2355 3076 733 1434 0 0 1466 0 0 Stage 1 1462 1462 - 1610 1610 ------- Stage 2 877 1618 - 745 1466 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 19 12 372 19 12 363 470 - - 456 - - Stage 1 135 192 - 109 162 ------- Stage 2 310 161 - 372 191 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 16 10 372 14 10 363 470 - - 456 - - Mov Cap-2 Maneuver 16 10 - 14 10 ------- Stage 1 113 185 - 91 136 ------- Stage 2 251 135 - 302 184 ------- Approach EB WB NB SB HCM Control Delay, s 29.2 166.9 0.7 0.1 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 470 - - 209 39 456 - - HCM Lane V/C Ratio 0.162 - - 0.293 0.496 0.035 - - HCM Control Delay (s) 14.1 - - 29.2 166.9 13.2 - - HCM Lane LOS B - - D F B - - HCM 95th %tile Q(veh) 0.6 - - 1.2 1.7 0.1 - - HCM 6th TWSC Short Bkgrd AM 4: Corbett & Target Service Access 01/28/2023 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 3.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 30 3 14 8 3 26 Future Vol, veh/h 30 3 14 8 3 26 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 22222 Mvmt Flow 33 3 15 9 3 29 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 55 20 0 0 24 0 Stage 1 20 ----- Stage 2 35 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 953 1058 - - 1591 - Stage 1 1003 ----- Stage 2 987 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 951 1058 - - 1591 - Mov Cap-2 Maneuver 951 ----- Stage 1 1003 ----- Stage 2 985 ----- Approach WB NB SB HCM Control Delay, s 8.9 0 0.8 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 960 1591 - HCM Lane V/C Ratio - - 0.038 0.002 - HCM Control Delay (s) - - 8.9 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC Short Bkgrd PM 4: Corbett & Target Service Access 01/28/2023 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 3.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 38 5 26 25 4 18 Future Vol, veh/h 38 5 26 25 4 18 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 45 6 31 29 5 21 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 77 46 0 0 60 0 Stage 1 46 ----- Stage 2 31 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 926 1023 - - 1544 - Stage 1 976 ----- Stage 2 992 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 923 1023 - - 1544 - Mov Cap-2 Maneuver 923 ----- Stage 1 976 ----- Stage 2 989 ----- Approach WB NB SB HCM Control Delay, s 9.1 0 1.3 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 934 1544 - HCM Lane V/C Ratio - - 0.054 0.003 - HCM Control Delay (s) - - 9.1 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC Short Bkgrd AM 6: Corbett & Lowes Service Access 01/28/2023 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 1 16 24 0 Future Vol, veh/h 0 5 1 16 24 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 6 1 19 28 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 49 28 28 0 - 0 Stage 1 28 ----- Stage 2 21 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 960 1047 1585 - - - Stage 1 995 ----- Stage 2 1002 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 959 1047 1585 - - - Mov Cap-2 Maneuver 959 ----- Stage 1 994 ----- Stage 2 1002 ----- Approach EB NB SB HCM Control Delay, s 8.5 0.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1585 - 1047 - - HCM Lane V/C Ratio 0.001 - 0.006 - - HCM Control Delay (s) 7.3 0 8.5 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th TWSC Short Bkgrd PM 6: Corbett & Lowes Service Access 01/28/2023 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 3 2 29 19 0 Future Vol, veh/h 0 3 2 29 19 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 4 2 34 22 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 60 22 22 0 - 0 Stage 1 22 ----- Stage 2 38 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 947 1055 1593 - - - Stage 1 1001 ----- Stage 2 984 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 946 1055 1593 - - - Mov Cap-2 Maneuver 946 ----- Stage 1 1000 ----- Stage 2 984 ----- Approach EB NB SB HCM Control Delay, s 8.4 0.5 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1593 - 1055 - - HCM Lane V/C Ratio 0.001 - 0.003 - - HCM Control Delay (s) 7.3 0 8.4 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - APPENDIX F HCM 6th Signalized Intersection Summary Long Bkgrd AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 20 85 5 10 5 115 1395 55 115 1295 95 Future Volume (veh/h) 70 20 85 5 10 5 115 1395 55 115 1295 95 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 74 21 4 5 11 1 121 1468 21 121 1363 63 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, %222222222222 Cap, veh/h 214 122 23 142 66 56 344 2523 1125 324 2523 1125 Arrive On Green 0.06 0.08 0.07 0.02 0.04 0.04 0.04 0.71 0.71 0.04 0.71 0.71 Sat Flow, veh/h 1781 1527 291 1781 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 74 0 25 5 11 1 121 1468 21 121 1363 63 Grp Sat Flow(s),veh/h/ln 1781 0 1818 1781 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 4.2 0.0 1.4 0.3 0.6 0.1 2.0 22.5 0.4 2.0 19.9 1.3 Cycle Q Clear(g_c), s 4.2 0.0 1.4 0.3 0.6 0.1 2.0 22.5 0.4 2.0 19.9 1.3 Prop In Lane 1.00 0.16 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 214 0 145 142 66 56 344 2523 1125 324 2523 1125 V/C Ratio(X) 0.35 0.00 0.17 0.04 0.17 0.02 0.35 0.58 0.02 0.37 0.54 0.06 Avail Cap(c_a), veh/h 220 0 314 228 323 274 394 2523 1125 374 2523 1125 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.1 0.0 47.3 49.7 51.5 51.2 6.2 7.9 4.7 7.0 7.5 4.8 Incr Delay (d2), s/veh 1.0 0.0 0.6 0.1 1.2 0.1 0.6 1.0 0.0 0.7 0.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 0.7 0.1 0.3 0.0 0.6 7.0 0.1 0.6 6.2 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.1 0.0 47.9 49.8 52.6 51.3 6.8 8.9 4.7 7.7 8.3 4.9 LnGrp LOS D A DDDD AAAAAA Approach Vol, veh/h 99 17 1610 1547 Approach Delay, s/veh 46.6 51.7 8.7 8.2 Approach LOS D D A A Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.9 83.6 4.7 13.8 7.9 83.6 9.6 8.9 Change Period (Y+Rc), s 4.0 6.5 4.0 6.0 4.0 6.5 4.0 6.0 Max Green Setting (Gmax), s 7.0 58.5 6.0 18.0 7.0 58.5 6.0 18.0 Max Q Clear Time (g_c+I1), s 4.0 21.9 2.3 3.4 4.0 24.5 6.2 2.6 Green Ext Time (p_c), s 0.1 12.6 0.0 0.0 0.1 13.5 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 9.8 HCM 6th LOS A Timing Report, Sorted By Phase Long Bkgrd AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report lb am.syn Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 65 10 24 11 65 10 24 Maximum Split (%) 10.0% 59.1% 9.1% 21.8% 10.0% 59.1% 9.1% 21.8% Minimum Split (s) 11 28.5 9.5 24 11 29.5 9.5 24 Yellow Time (s) 3 4.5 3 4 3 4.5 3 4 All-Red Time (s)12121212 Minimum Initial (s)47544754 Vehicle Extension (s)33333333 Minimum Gap (s)33333333 Time Before Reduce (s)00000000 Time To Reduce (s)00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 14 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 34 45 0 10 34 45 0 10 End Time (s) 45 0 10 34 45 0 10 34 Yield/Force Off (s) 41 103.5 6 28 41 103.5 6 28 Yield/Force Off 170(s) 41 89.5 6 28 41 87.5 6 28 Local Start Time (s) 34 45 0 10 34 45 0 10 Local Yield (s) 41 103.5 6 28 41 103.5 6 28 Local Yield 170(s) 41 89.5 6 28 41 87.5 6 28 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 9: Ziegler & Council Tree/Broadcom Queues Long Bkgrd AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report lb am.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 74 110 5 11 5 121 1468 58 121 1363 100 v/c Ratio 0.42 0.47 0.03 0.08 0.02 0.36 0.61 0.05 0.40 0.57 0.09 Control Delay 48.1 20.3 36.8 46.8 0.2 6.0 12.5 0.3 7.1 12.0 2.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.1 20.3 36.8 46.8 0.2 6.0 12.5 0.3 7.1 12.0 2.0 Queue Length 50th (ft) 50 14 3709211091940 Queue Length 95th (ft) 83 66 13 25 0 40 495 3 40 438 21 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 176 356 174 321 367 343 2420 1117 310 2408 1112 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.42 0.31 0.03 0.03 0.01 0.35 0.61 0.05 0.39 0.57 0.09 Intersection Summary HCM 6th Signalized Intersection Summary Long Bkgrd PM 9: Ziegler & Council Tree/Broadcom 01/29/2023 Synchro 11 Light Report lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 290 35 300 65 50 135 310 1350 15 40 1605 105 Future Volume (veh/h) 290 35 300 65 50 135 310 1350 15 40 1605 105 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 299 36 116 67 52 1 320 1392 1 41 1655 12 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %222222222222 Cap, veh/h 332 51 165 210 99 84 351 2285 1019 279 1900 847 Arrive On Green 0.13 0.13 0.12 0.05 0.05 0.05 0.14 0.64 0.64 0.03 0.53 0.53 Sat Flow, veh/h 1781 389 1255 1781 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 299 0 152 67 52 1 320 1392 1 41 1655 12 Grp Sat Flow(s),veh/h/ln 1781 0 1644 1781 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 16.0 0.0 10.6 4.2 3.3 0.1 14.5 27.6 0.0 1.2 48.7 0.4 Cycle Q Clear(g_c), s 16.0 0.0 10.6 4.2 3.3 0.1 14.5 27.6 0.0 1.2 48.7 0.4 Prop In Lane 1.00 0.76 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 332 0 217 210 99 84 351 2285 1019 279 1900 847 V/C Ratio(X) 0.90 0.00 0.70 0.32 0.53 0.01 0.91 0.61 0.00 0.15 0.87 0.01 Avail Cap(c_a), veh/h 332 0 329 217 234 198 351 2285 1019 339 1900 847 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.8 0.0 50.2 49.7 55.4 53.9 35.9 12.6 7.6 12.5 24.3 13.1 Incr Delay (d2), s/veh 26.0 0.0 4.1 0.9 4.3 0.1 27.2 1.2 0.0 0.2 5.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 0.0 4.6 1.9 1.7 0.0 11.7 9.9 0.0 0.5 20.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 72.8 0.0 54.3 50.6 59.6 53.9 63.2 13.8 7.6 12.7 30.1 13.1 LnGrp LOS E A D D E D EBABCB Approach Vol, veh/h 451 120 1713 1708 Approach Delay, s/veh 66.6 54.5 23.0 29.6 Approach LOS E D C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 20.0 69.7 9.5 20.8 7.0 82.7 19.0 11.3 Change Period (Y+Rc), s 4.0 6.5 4.0 6.0 4.0 6.5 4.0 6.0 Max Green Setting (Gmax), s 16.0 54.5 6.0 23.0 7.0 63.5 15.0 14.0 Max Q Clear Time (g_c+I1), s 16.5 50.7 6.2 12.6 3.2 29.6 18.0 5.3 Green Ext Time (p_c), s 0.0 3.1 0.0 0.5 0.0 12.3 0.0 0.1 Intersection Summary HCM 6th Ctrl Delay 31.7 HCM 6th LOS C Timing Report, Sorted By Phase Long Bkgrd PM 9: Ziegler & Council Tree/Broadcom 01/29/2023 Synchro 11 Light Report lb pm.syn Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 20 61 10 29 11 70 19 20 Maximum Split (%) 16.7% 50.8% 8.3% 24.2% 9.2% 58.3% 15.8% 16.7% Minimum Split (s) 11 28.5 9.5 20 11 29.5 9.5 20 Yellow Time (s) 3 4.5 3 4 3 4.5 3 4 All-Red Time (s)12121212 Minimum Initial (s)47544754 Vehicle Extension (s)33333333 Minimum Gap (s)33333333 Time Before Reduce (s)00000000 Time To Reduce (s)00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 14 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 39 59 0 10 39 50 0 19 End Time (s) 59 0 10 39 50 0 19 39 Yield/Force Off (s) 55 113.5 6 33 46 113.5 15 33 Yield/Force Off 170(s) 55 99.5 6 33 46 97.5 15 33 Local Start Time (s) 39 59 0 10 39 50 0 19 Local Yield (s) 55 113.5 6 33 46 113.5 15 33 Local Yield 170(s) 55 99.5 6 33 46 97.5 15 33 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 9: Ziegler & Council Tree/Broadcom Queues Long Bkgrd PM 9: Ziegler & Council Tree/Broadcom 01/29/2023 Synchro 11 Light Report lb pm.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 299 345 67 52 139 320 1392 15 41 1655 108 v/c Ratio 0.80 0.73 0.39 0.33 0.47 0.84 0.66 0.01 0.17 1.01 0.13 Control Delay 56.6 25.6 40.5 55.6 8.3 52.3 19.0 0.0 9.5 56.5 0.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.6 25.6 40.5 55.6 8.3 52.3 19.0 0.0 9.5 56.5 0.6 Queue Length 50th (ft) 208 87 40 39 0 182 365 0 9 ~678 0 Queue Length 95th (ft) 289 191 74 76 31 #392 502 0 23 #849 4 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 372 508 171 232 352 381 2115 1000 249 1643 828 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.80 0.68 0.39 0.22 0.39 0.84 0.66 0.01 0.16 1.01 0.13 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. HCM 6th TWSC Long Bkgrd AM 22: Ziegler & Target Service Access 01/28/2023 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 10 1460 1495 50 Future Vol, veh/h 0 10 10 1460 1495 50 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 100 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 11 11 1537 1574 53 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 814 1627 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 321 396 - - - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 321 396 - - - Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 16.6 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 396 - 321 - - HCM Lane V/C Ratio 0.027 - 0.033 - - HCM Control Delay (s) 14.3 - 16.6 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - HCM 6th TWSC Long Bkgrd PM 22: Ziegler & Target Service Access 01/28/2023 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 60 15 1760 1690 105 Future Vol, veh/h 0 60 15 1760 1690 105 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 100 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 22222 Mvmt Flow 0 62 15 1814 1742 108 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 925 1850 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 271 324 - - - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 271 324 - - - Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 22.2 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 324 - 271 - - HCM Lane V/C Ratio 0.048 - 0.228 - - HCM Control Delay (s) 16.7 - 22.2 - - HCM Lane LOS C - C - - HCM 95th %tile Q(veh) 0.1 - 0.9 - - HCM 6th TWSC Long Bkgrd AM 18: Ziegler & Hidden Pond 01/28/2023 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 5 1455 5 5 1540 Future Vol, veh/h 5 5 1455 5 5 1540 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 5 5 1532 5 5 1621 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2356 769 0 0 1537 0 Stage 1 1535 ----- Stage 2 821 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 30 344 - - 429 - Stage 1 164 ----- Stage 2 393 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 30 344 - - 429 - Mov Cap-2 Maneuver 116 ----- Stage 1 164 ----- Stage 2 388 ----- Approach WB NB SB HCM Control Delay, s 27.2 0 0 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 173 429 - HCM Lane V/C Ratio - - 0.061 0.012 - HCM Control Delay (s) - - 27.2 13.5 - HCM Lane LOS - - D B - HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC Long Bkgrd PM 18: Ziegler & Hidden Pond 01/28/2023 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 5 1755 5 5 1790 Future Vol, veh/h 5 5 1755 5 5 1790 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 22222 Mvmt Flow 5 5 1809 5 5 1845 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2745 907 0 0 1814 0 Stage 1 1812 ----- Stage 2 933 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 16 279 - - 335 - Stage 1 115 ----- Stage 2 343 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 16 279 - - 335 - Mov Cap-2 Maneuver 84 ----- Stage 1 115 ----- Stage 2 338 ----- Approach WB NB SB HCM Control Delay, s 35.3 0 0 HCM LOS E Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 129 335 - HCM Lane V/C Ratio - - 0.08 0.015 - HCM Control Delay (s) - - 35.3 15.9 - HCM Lane LOS - - E C - HCM 95th %tile Q(veh) - - 0.3 0 - HCM 6th TWSC Long Bkgrd AM 15: Ziegler & Paddington/Grand Teton 01/28/2023 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 55 15 0 15 35 1415 10 5 1475 5 Future Vol, veh/h 5 0 55 15 0 15 35 1415 10 5 1475 5 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------200--200-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 0 58 16 0 16 37 1489 11 5 1553 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2385 3140 779 2356 3137 750 1558 0 0 1500 0 0 Stage 1 1566 1566 - 1569 1569 ------- Stage 2 819 1574 - 787 1568 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 18 11 339 19 11 354 421 - - 443 - - Stage 1 116 170 - 116 170 ------- Stage 2 336 169 - 351 170 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 16 10 339 ~ 15 10 354 421 - - 443 - - Mov Cap-2 Maneuver 16 10 - ~ 15 10 ------- Stage 1 106 168 - 106 155 ------- Stage 2 293 154 - 288 168 ------- Approach EB WB NB SB HCM Control Delay, s 59.3 $ 396.6 0.3 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 421 - - 126 29 443 - - HCM Lane V/C Ratio 0.088 - - 0.501 1.089 0.012 - - HCM Control Delay (s) 14.4 - - 59.3$ 396.6 13.2 - - HCM Lane LOS B - - F F B - - HCM 95th %tile Q(veh) 0.3 - - 2.3 3.6 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Bkgrd PM 15: Ziegler & Paddington/Grand Teton 01/28/2023 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 7.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 55 5 0 15 70 1675 15 15 1735 10 Future Vol, veh/h 5 0 55 5 0 15 70 1675 15 15 1735 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------200--200-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 0 57 5 0 15 72 1727 15 15 1789 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2832 3710 900 2804 3708 871 1799 0 0 1742 0 0 Stage 1 1824 1824 - 1879 1879 ------- Stage 2 1008 1886 - 925 1829 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 8 4 282 8 4 294 339 - - 357 - - Stage 1 80 127 - 74 119 ------- Stage 2 258 118 - 290 126 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 6 3 282 ~ 5 3 294 339 - - 357 - - Mov Cap-2 Maneuver 6 3 - ~ 5 3 ------- Stage 1 63 122 - 58 94 ------- Stage 2 193 93 - 222 121 ------- Approach EB WB NB SB HCM Control Delay, s 255.3 $ 518.4 0.7 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 339 - - 58 19 357 - - HCM Lane V/C Ratio 0.213 - - 1.066 1.085 0.043 - - HCM Control Delay (s) 18.5 - - 255.3$ 518.4 15.5 - - HCM Lane LOS C - - F F C - - HCM 95th %tile Q(veh) 0.8 - - 5.1 2.9 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Bkgrd AM 4: Corbett & Target Service Access 01/28/2023 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 3.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 30 5 15 10 5 25 Future Vol, veh/h 30 5 15 10 5 25 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 32 5 16 11 5 26 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 58 22 0 0 27 0 Stage 1 22 ----- Stage 2 36 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 949 1055 - - 1587 - Stage 1 1001 ----- Stage 2 986 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 946 1055 - - 1587 - Mov Cap-2 Maneuver 946 ----- Stage 1 1001 ----- Stage 2 983 ----- Approach WB NB SB HCM Control Delay, s 8.9 0 1.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 960 1587 - HCM Lane V/C Ratio - - 0.038 0.003 - HCM Control Delay (s) - - 8.9 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC Long Bkgrd PM 4: Corbett & Target Service Access 01/28/2023 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 3.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 40 5 30 25 5 20 Future Vol, veh/h 40 5 30 25 5 20 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 42 5 32 26 5 21 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 76 45 0 0 58 0 Stage 1 45 ----- Stage 2 31 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 927 1025 - - 1546 - Stage 1 977 ----- Stage 2 992 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 924 1025 - - 1546 - Mov Cap-2 Maneuver 924 ----- Stage 1 977 ----- Stage 2 989 ----- Approach WB NB SB HCM Control Delay, s 9.1 0 1.5 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 934 1546 - HCM Lane V/C Ratio - - 0.051 0.003 - HCM Control Delay (s) - - 9.1 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC Long Bkgrd AM 6: Corbett & Lowes Service Access 01/28/2023 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 5 15 25 0 Future Vol, veh/h 0 5 5 15 25 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 5 5 16 26 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 52 26 26 0 - 0 Stage 1 26 ----- Stage 2 26 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 957 1050 1588 - - - Stage 1 997 ----- Stage 2 997 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 954 1050 1588 - - - Mov Cap-2 Maneuver 954 ----- Stage 1 994 ----- Stage 2 997 ----- Approach EB NB SB HCM Control Delay, s 8.4 1.8 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1588 - 1050 - - HCM Lane V/C Ratio 0.003 - 0.005 - - HCM Control Delay (s) 7.3 0 8.4 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th TWSC Long Bkgrd PM 6: Corbett & Lowes Service Access 01/28/2023 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 1.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 5 30 20 0 Future Vol, veh/h 0 5 5 30 20 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 5 5 32 21 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 63 21 21 0 - 0 Stage 1 21 ----- Stage 2 42 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 943 1056 1595 - - - Stage 1 1002 ----- Stage 2 980 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 940 1056 1595 - - - Mov Cap-2 Maneuver 940 ----- Stage 1 999 ----- Stage 2 980 ----- Approach EB NB SB HCM Control Delay, s 8.4 1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1595 - 1056 - - HCM Lane V/C Ratio 0.003 - 0.005 - - HCM Control Delay (s) 7.3 0 8.4 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - APPENDIX G HCM 6th Signalized Intersection Summary Short Total AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 17 77 2 7 3 104 1107 49 104 1091 88 Future Volume (veh/h) 30 17 77 2 7 3 104 1107 49 104 1091 88 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 33 19 12811141216 17 114 1199 65 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %222222222222 Cap, veh/h 128 86 5 119 91 77 398 2786 1243 448 2786 1243 Arrive On Green 0.05 0.05 0.04 0.05 0.05 0.05 0.04 0.78 0.78 0.03 0.53 0.53 Sat Flow, veh/h 1406 1761 93 1392 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 33 0 20 2 8 1 114 1216 17 114 1199 65 Grp Sat Flow(s),veh/h/ln 1406 0 1854 1392 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.5 0.0 1.1 0.2 0.4 0.1 1.3 12.4 0.3 1.3 22.8 2.2 Cycle Q Clear(g_c), s 3.0 0.0 1.1 1.3 0.4 0.1 1.3 12.4 0.3 1.3 22.8 2.2 Prop In Lane 1.00 0.05 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 128 0 91 119 91 77 398 2786 1243 448 2786 1243 V/C Ratio(X) 0.26 0.00 0.22 0.02 0.09 0.01 0.29 0.44 0.01 0.25 0.43 0.05 Avail Cap(c_a), veh/h 405 0 455 393 459 389 448 2786 1243 709 2786 1243 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 51.4 0.0 50.3 50.9 50.0 49.8 4.9 3.9 2.6 2.7 11.0 6.2 Incr Delay (d2), s/veh 1.0 0.0 1.2 0.1 0.4 0.1 0.4 0.5 0.0 0.3 0.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 0.6 0.1 0.2 0.0 0.5 3.0 0.1 0.2 9.6 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.4 0.0 51.5 51.0 50.4 49.9 5.3 4.4 2.6 3.0 11.5 6.2 LnGrp LOS D A DDDD AAAABA Approach Vol, veh/h 53 11 1347 1378 Approach Delay, s/veh 52.1 50.4 4.5 10.6 Approach LOS D D A B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.9 91.7 10.4 7.9 91.7 10.4 Change Period (Y+Rc), s 4.0 6.5 6.0 4.0 6.5 6.0 Max Green Setting (Gmax), s 7.0 60.5 26.0 20.0 47.5 26.0 Max Q Clear Time (g_c+I1), s 3.3 24.8 5.0 3.3 14.4 3.3 Green Ext Time (p_c), s 0.1 10.3 0.1 0.2 10.1 0.0 Intersection Summary HCM 6th Ctrl Delay 8.6 HCM 6th LOS A Timing Report, Sorted By Phase Short Total AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report st am.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 67 32 24 54 32 Maximum Split (%) 10.0% 60.9% 29.1% 21.8% 49.1% 29.1% Minimum Split (s) 11 28.5 32 11 29.5 32 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s)123123 Minimum Initial (s)474474 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 14 19 16 19 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 36 47 4 36 60 4 End Time (s) 47 4 36 60 4 36 Yield/Force Off (s) 43 107.5 30 56 107.5 30 Yield/Force Off 170(s) 43 93.5 11 56 91.5 11 Local Start Time (s) 32 43 0 32 56 0 Local Yield (s) 39 103.5 26 52 103.5 26 Local Yield 170(s) 39 89.5 7 52 87.5 7 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 4 (4%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 9: Ziegler & Council Tree/Broadcom Queues Short Total AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report st am.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 33 104 2 8 3 114 1216 54 114 1199 97 v/c Ratio 0.21 0.41 0.02 0.04 0.01 0.30 0.50 0.05 0.29 0.49 0.09 Control Delay 44.3 17.0 37.5 38.6 0.0 5.2 10.4 0.1 4.0 13.4 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 44.3 17.0 37.5 38.6 0.0 5.2 10.4 0.1 4.0 13.4 3.9 Queue Length 50th (ft) 22 13 15091630431313 Queue Length 95th (ft) 44 54 8 17 0 44 389 1 47 518 m49 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 343 465 289 457 474 394 2446 1128 558 2472 1135 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.10 0.22 0.01 0.02 0.01 0.29 0.50 0.05 0.20 0.49 0.09 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Short Total PM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 180 30 277 60 45 123 288 1157 11 38 1293 96 Future Volume (veh/h) 180 30 277 60 45 123 288 1157 11 38 1293 96 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 200 33 119 67 50 15 320 1286 1 42 1437 51 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, %222222222222 Cap, veh/h 294 70 253 202 369 312 359 2335 1041 318 1981 884 Arrive On Green 0.20 0.20 0.19 0.20 0.20 0.20 0.13 0.66 0.66 0.01 0.18 0.18 Sat Flow, veh/h 1337 356 1283 1235 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 200 0 152 67 50 15 320 1286 1 42 1437 51 Grp Sat Flow(s),veh/h/ln 1337 0 1639 1235 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 17.4 0.0 9.9 6.1 2.6 0.9 12.7 23.3 0.0 1.2 45.7 3.2 Cycle Q Clear(g_c), s 20.1 0.0 9.9 16.0 2.6 0.9 12.7 23.3 0.0 1.2 45.7 3.2 Prop In Lane 1.00 0.78 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 294 0 323 202 369 312 359 2335 1041 318 1981 884 V/C Ratio(X) 0.68 0.00 0.47 0.33 0.14 0.05 0.89 0.55 0.00 0.13 0.73 0.06 Avail Cap(c_a), veh/h 331 0 369 236 421 357 390 2335 1041 377 1981 884 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.0 0.0 43.0 49.7 39.7 39.1 32.7 11.1 7.1 11.1 40.3 23.0 Incr Delay (d2), s/veh 4.8 0.0 1.1 1.0 0.2 0.1 20.7 0.9 0.0 0.2 2.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.2 0.0 4.1 1.9 1.2 0.4 11.1 8.2 0.0 0.5 22.2 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.8 0.0 44.1 50.7 39.9 39.1 53.3 12.0 7.1 11.3 42.7 23.1 LnGrp LOS D A DDDDDBABDC Approach Vol, veh/h 352 132 1607 1530 Approach Delay, s/veh 49.0 45.3 20.2 41.1 Approach LOS DDCD Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 18.9 72.4 28.6 7.0 84.3 28.6 Change Period (Y+Rc), s 4.0 6.5 6.0 4.0 6.5 6.0 Max Green Setting (Gmax), s 17.0 60.5 26.0 7.0 70.5 26.0 Max Q Clear Time (g_c+I1), s 14.7 47.7 22.1 3.2 25.3 18.0 Green Ext Time (p_c), s 0.2 7.7 0.6 0.0 11.7 0.3 Intersection Summary HCM 6th Ctrl Delay 32.8 HCM 6th LOS C Timing Report, Sorted By Phase Short Total PM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report st pm.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 21 67 32 11 77 32 Maximum Split (%) 17.5% 55.8% 26.7% 9.2% 64.2% 26.7% Minimum Split (s) 11 28.5 32 11 29.5 32 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s)123123 Minimum Initial (s)474474 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 14 19 16 19 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 36 57 4 36 47 4 End Time (s) 57 4 36 47 4 36 Yield/Force Off (s) 53 117.5 30 43 117.5 30 Yield/Force Off 170(s) 53 103.5 11 43 101.5 11 Local Start Time (s) 32 53 0 32 43 0 Local Yield (s) 49 113.5 26 39 113.5 26 Local Yield 170(s) 49 99.5 7 39 97.5 7 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 4 (3%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 9: Ziegler & Council Tree/Broadcom Queues Short Total PM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report st pm.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 200 341 67 50 137 320 1286 12 42 1437 107 v/c Ratio 0.75 0.69 1.10 0.13 0.32 0.89 0.57 0.01 0.14 0.76 0.12 Control Delay 62.0 23.7 188.6 38.6 8.4 56.5 14.4 0.0 7.9 39.2 9.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.0 23.7 188.6 38.6 8.4 56.5 14.4 0.0 7.9 39.2 9.5 Queue Length 50th (ft) 142 87 52 31 0 177 308 0 15 614 27 Queue Length 95th (ft) 227 192 #148 66 52 #352 381 0 m13 690 m56 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 303 527 69 419 462 361 2276 1041 310 1883 892 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.66 0.65 0.97 0.12 0.30 0.89 0.57 0.01 0.14 0.76 0.12 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Short Total AM 22: Ziegler & Target Service Access 01/28/2023 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 11 9 1131 1272 49 Future Vol, veh/h 9 11 9 1131 1272 49 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 10 12 10 1257 1413 54 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2089 734 1467 0 - 0 Stage 1 1440 ----- Stage 2 649 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 45 363 456 - - - Stage 1 184 ----- Stage 2 482 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 44 363 456 - - - Mov Cap-2 Maneuver 135 ----- Stage 1 180 ----- Stage 2 482 ----- Approach EB NB SB HCM Control Delay, s 24.6 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 456 - 206 - - HCM Lane V/C Ratio 0.022 - 0.108 - - HCM Control Delay (s) 13.1 - 24.6 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0.1 - 0.4 - - HCM 6th TWSC Short Total PM 22: Ziegler & Target Service Access 01/28/2023 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 29 61 13 1447 1366 105 Future Vol, veh/h 29 61 13 1447 1366 105 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 31 64 14 1523 1438 111 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2284 775 1549 0 - 0 Stage 1 1494 ----- Stage 2 790 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 33 341 424 - - - Stage 1 172 ----- Stage 2 408 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 32 341 424 - - - Mov Cap-2 Maneuver 119 ----- Stage 1 166 ----- Stage 2 408 ----- Approach EB NB SB HCM Control Delay, s 34.8 0.1 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 424 - 213 - - HCM Lane V/C Ratio 0.032 - 0.445 - - HCM Control Delay (s) 13.8 - 34.8 - - HCM Lane LOS B - D - - HCM 95th %tile Q(veh) 0.1 - 2.1 - - HCM 6th Signalized Intersection Summary Short Total AM 18: Ziegler & Site Access/Hidden Pond 01/28/2023 Synchro 11 Light Report st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 123 0 99 3 0 6 64 1072 4 1 1219 74 Future Volume (veh/h) 123 0 99 3 0 6 64 1072 4 1 1219 74 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 138 05301721204 4 1 1370 53 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222222222 Cap, veh/h 243 0 197 82 9 11 351 2713 9 300 2515 1122 Arrive On Green 0.12 0.00 0.12 0.12 0.00 0.12 0.02 0.25 0.24 0.01 0.71 0.71 Sat Flow, veh/h 1426 0 1585 196 71 89 1781 3633 12 1781 3554 1585 Grp Volume(v), veh/h 138 054007258961911370 53 Grp Sat Flow(s),veh/h/ln 1426 0 1585 355 0 0 1781 1777 1868 1781 1777 1585 Q Serve(g_s), s 0.0 0.0 0.3 0.0 0.0 0.0 1.0 30.8 30.8 0.0 20.2 1.1 Cycle Q Clear(g_c), s 10.4 0.0 0.3 10.4 0.0 0.0 1.0 30.8 30.8 0.0 20.2 1.1 Prop In Lane 1.00 1.00 0.75 0.25 1.00 0.01 1.00 1.00 Lane Grp Cap(c), veh/h 230 0 197 98 0 0 351 1327 1395 300 2515 1122 V/C Ratio(X) 0.60 0.00 0.03 0.04 0.00 0.00 0.20 0.44 0.44 0.00 0.54 0.05 Avail Cap(c_a), veh/h 350 0 331 221 0 0 393 1327 1395 395 2515 1122 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.2 0.0 42.3 43.1 0.0 0.0 5.9 22.1 22.1 7.6 7.6 4.9 Incr Delay (d2), s/veh 2.5 0.0 0.1 0.2 0.0 0.0 0.3 1.1 1.0 0.0 0.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 0.0 0.1 0.1 0.0 0.0 0.3 14.9 15.6 0.0 6.3 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.7 0.0 42.3 43.3 0.0 0.0 6.2 23.2 23.1 7.6 8.5 4.9 LnGrp LOS D A D D A A A C C A A A Approach Vol, veh/h 143 4 1280 1424 Approach Delay, s/veh 49.4 43.3 22.2 8.4 Approach LOS D D C A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 4.2 87.2 18.7 8.4 82.9 18.7 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 66.0 22.0 7.0 65.0 22.0 Max Q Clear Time (g_c+I1), s 2.0 32.8 12.4 3.0 22.2 12.4 Green Ext Time (p_c), s 0.0 8.8 0.4 0.0 13.1 0.0 Intersection Summary HCM 6th Ctrl Delay 16.7 HCM 6th LOS B Timing Report, Sorted By Phase Short Total AM 18: Ziegler & Site Access/Hidden Pond 01/28/2023 Synchro 11 Light Report st am.syn Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s) 10 72 28 11 71 28 Maximum Split (%) 9.1% 65.5% 25.5% 10.0% 64.5% 25.5% Minimum Split (s) 9.5 24 24 9.5 24 24 Yellow Time (s)344344 All-Red Time (s)122122 Minimum Initial (s)555555 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 99 109 71 99 0 71 End Time (s) 109 71 99 0 71 99 Yield/Force Off (s) 105 65 93 106 65 93 Yield/Force Off 170(s) 105 54 82 106 54 82 Local Start Time (s) 99 109 71 99 0 71 Local Yield (s) 105 65 93 106 65 93 Local Yield 170(s) 105 54 82 106 54 82 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 18: Ziegler & Site Access/Hidden Pond Queues Short Total AM 18: Ziegler & Site Access/Hidden Pond 01/28/2023 Synchro 11 Light Report st am.syn Lane Group EBT EBR WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 138 111 10 72 1208 1 1370 83 v/c Ratio 0.64 0.33 0.03 0.24 0.46 0.00 0.57 0.08 Control Delay 56.6 9.8 0.2 8.1 13.0 4.0 11.8 2.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.6 9.8 0.2 8.1 13.0 4.0 11.8 2.1 Queue Length 50th (ft) 92 0 0 10 136 0 258 0 Queue Length 95th (ft) 149 45 0 0 542 2 374 18 Internal Link Dist (ft) 339 254 1 370 Turn Bay Length (ft) 200 350 100 350 Base Capacity (vph) 292 418 379 312 2610 376 2397 1099 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.47 0.27 0.03 0.23 0.46 0.00 0.57 0.08 Intersection Summary HCM 6th Signalized Intersection Summary Short Total PM 18: Ziegler & Site Access/Hidden Pond 01/28/2023 Synchro 11 Light Report st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 166 0 94 1 0 3 111 1364 1 1 1376 120 Future Volume (veh/h) 166 0 94 1 0 3 111 1364 1 1 1376 120 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 177 0 12 1 0 1 118 1451 1 1 1464 79 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %222222222222 Cap, veh/h 267 0 332 59 15 29 274 2451 2 214 2250 1004 Arrive On Green 0.20 0.00 0.21 0.20 0.00 0.20 0.03 0.45 0.45 0.01 0.63 0.63 Sat Flow, veh/h 990 0 1585 66 71 137 1781 3644 3 1781 3554 1585 Grp Volume(v), veh/h 177 0 12 2 0 0 118 707 745 1 1464 79 Grp Sat Flow(s),veh/h/ln 990 0 1585 274 0 0 1781 1777 1870 1781 1777 1585 Q Serve(g_s), s 0.0 0.0 0.7 0.0 0.0 0.0 2.5 35.8 35.8 0.0 30.8 2.3 Cycle Q Clear(g_c), s 22.0 0.0 0.7 22.0 0.0 0.0 2.5 35.8 35.8 0.0 30.8 2.3 Prop In Lane 1.00 1.00 0.50 0.50 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 259 0 332 100 0 0 274 1195 1258 214 2250 1004 V/C Ratio(X) 0.68 0.00 0.04 0.02 0.00 0.00 0.43 0.59 0.59 0.00 0.65 0.08 Avail Cap(c_a), veh/h 281 0 357 123 0 0 350 1195 1258 301 2250 1004 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.7 0.0 37.8 39.6 0.0 0.0 13.0 20.6 20.6 11.7 13.7 8.5 Incr Delay (d2), s/veh 6.0 0.0 0.0 0.1 0.0 0.0 1.1 2.2 2.1 0.0 1.5 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.7 0.0 0.3 0.1 0.0 0.0 1.1 16.1 16.9 0.0 11.3 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.7 0.0 37.8 39.7 0.0 0.0 14.1 22.8 22.7 11.7 15.2 8.7 LnGrp LOS D A D D A A B C C B B A Approach Vol, veh/h 189 2 1570 1544 Approach Delay, s/veh 51.8 39.7 22.1 14.9 Approach LOS D D C B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 4.2 85.7 30.1 8.9 81.0 30.1 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 72.0 26.0 10.0 68.0 26.0 Max Q Clear Time (g_c+I1), s 2.0 37.8 24.0 4.5 32.8 24.0 Green Ext Time (p_c), s 0.0 11.9 0.2 0.1 13.9 0.0 Intersection Summary HCM 6th Ctrl Delay 20.4 HCM 6th LOS C Timing Report, Sorted By Phase Short Total PM 18: Ziegler & Site Access/Hidden Pond 01/28/2023 Synchro 11 Light Report st pm.syn Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s) 10 78 32 14 74 32 Maximum Split (%) 8.3% 65.0% 26.7% 11.7% 61.7% 26.7% Minimum Split (s) 9.5 24 24 9 24 24 Yellow Time (s)344344 All-Red Time (s)122122 Minimum Initial (s)555555 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 106 116 74 106 0 74 End Time (s) 116 74 106 0 74 106 Yield/Force Off (s) 112 68 100 116 68 100 Yield/Force Off 170(s) 112 57 89 116 57 89 Local Start Time (s) 106 116 74 106 0 74 Local Yield (s) 112 68 100 116 68 100 Local Yield 170(s) 112 57 89 116 57 89 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 18: Ziegler & Site Access/Hidden Pond Queues Short Total PM 18: Ziegler & Site Access/Hidden Pond 01/28/2023 Synchro 11 Light Report st pm.syn Lane Group EBT EBR WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 177 100 4 118 1452 1 1464 128 v/c Ratio 0.73 0.28 0.01 0.43 0.56 0.00 0.64 0.12 Control Delay 63.2 9.5 0.0 14.3 18.8 5.0 15.6 2.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 63.2 9.5 0.0 14.3 18.8 5.0 15.6 2.1 Queue Length 50th (ft) 130 0 0 44 427 0 335 0 Queue Length 95th (ft) 199 45 0 m89 603 2 496 26 Internal Link Dist (ft) 234 254 1 370 Turn Bay Length (ft) 150 350 100 350 Base Capacity (vph) 316 433 406 302 2572 284 2282 1066 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.56 0.23 0.01 0.39 0.56 0.00 0.64 0.12 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Short Total AM 15: Ziegler & Paddington/Grand Teton 01/28/2023 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 55 16 0 15 32 1159 10 5 1223 2 Future Vol, veh/h 2 0 55 16 0 15 32 1159 10 5 1223 2 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------200--200-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 0 60 18 0 16 35 1274 11 5 1344 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2062 2710 673 2032 2706 643 1346 0 0 1285 0 0 Stage 1 1355 1355 - 1350 1350 ------- Stage 2 707 1355 - 682 1356 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 32 21 398 33 21 416 508 - - 536 - - Stage 1 157 216 - 159 217 ------- Stage 2 392 216 - 406 216 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 29 19 398 26 19 416 508 - - 536 - - Mov Cap-2 Maneuver 29 19 - 26 19 ------- Stage 1 146 214 - 148 202 ------- Stage 2 351 201 - 341 214 ------- Approach EB WB NB SB HCM Control Delay, s 21.9 182.7 0.3 0 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 508 - - 275 48 536 - - HCM Lane V/C Ratio 0.069 - - 0.228 0.71 0.01 - - HCM Control Delay (s) 12.6 - - 21.9 182.7 11.8 - - HCM Lane LOS B - - C F B - - HCM 95th %tile Q(veh) 0.2 - - 0.9 2.8 0 - - HCM 6th TWSC Short Total PM 15: Ziegler & Paddington/Grand Teton 01/28/2023 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 55 6 0 12 71 1446 16 15 1436 8 Future Vol, veh/h 2 0 55 6 0 12 71 1446 16 15 1436 8 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------200--200-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 0 59 6 0 13 76 1555 17 16 1544 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2511 3305 777 2520 3301 786 1553 0 0 1572 0 0 Stage 1 1581 1581 - 1716 1716 ------- Stage 2 930 1724 - 804 1585 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 14 8 340 14 8 335 422 - - 415 - - Stage 1 114 167 - 93 143 ------- Stage 2 287 142 - 343 167 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 11 6 340 10 6 335 422 - - 415 - - Mov Cap-2 Maneuver 11 6 - 10 6 ------- Stage 1 93 160 - 76 117 ------- Stage 2 226 116 - 272 160 ------- Approach EB WB NB SB HCM Control Delay, s 38.9 275.8 0.7 0.1 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 422 - - 166 28 415 - - HCM Lane V/C Ratio 0.181 - - 0.369 0.691 0.039 - - HCM Control Delay (s) 15.4 - - 38.9 275.8 14 - - HCM Lane LOS C - - E F B - - HCM 95th %tile Q(veh) 0.7 - - 1.6 2.2 0.1 - - HCM 6th TWSC Short Total AM 4: Corbett & Target Service Access 01/28/2023 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 1.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 30 5 63 8 3 95 Future Vol, veh/h 30 5 63 8 3 95 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 22222 Mvmt Flow 33 5 69 9 3 104 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 184 74 0 0 78 0 Stage 1 74 ----- Stage 2 110 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 805 988 - - 1520 - Stage 1 949 ----- Stage 2 915 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 803 988 - - 1520 - Mov Cap-2 Maneuver 803 ----- Stage 1 949 ----- Stage 2 913 ----- Approach WB NB SB HCM Control Delay, s 9.6 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 825 1520 - HCM Lane V/C Ratio - - 0.047 0.002 - HCM Control Delay (s) - - 9.6 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC Short Total PM 4: Corbett & Target Service Access 01/28/2023 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 1.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 38 13 146 25 4 73 Future Vol, veh/h 38 13 146 25 4 73 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 45 15 172 29 5 86 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 283 187 0 0 201 0 Stage 1 187 ----- Stage 2 96 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 707 855 - - 1371 - Stage 1 845 ----- Stage 2 928 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 704 855 - - 1371 - Mov Cap-2 Maneuver 704 ----- Stage 1 845 ----- Stage 2 924 ----- Approach WB NB SB HCM Control Delay, s 10.3 0 0.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 737 1371 - HCM Lane V/C Ratio - - 0.081 0.003 - HCM Control Delay (s) - - 10.3 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.3 0 - HCM 6th TWSC Short Total AM 6: Corbett & Lowes Service Access/Site Access 01/28/2023 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 5 76 0 0 1 16 51 7 17 0 Future Vol, veh/h 0 0 5 76 0 0 1 16 51 7 17 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 91 85 91 91 91 85 85 91 91 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 0 6 84 0 0 1 19 56 8 20 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 85 113 20 88 85 47 20 0 0 75 0 0 Stage 1 36 36 - 49 49 ------- Stage 2 49 77 - 39 36 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 901 777 1058 897 805 1022 1596 - - 1524 - - Stage 1 980 865 - 964 854 ------- Stage 2 964 831 - 976 865 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 896 772 1058 888 800 1022 1596 - - 1524 - - Mov Cap-2 Maneuver 896 772 - 888 800 ------- Stage 1 979 861 - 963 853 ------- Stage 2 963 830 - 966 861 ------- Approach EB WB NB SB HCM Control Delay, s 8.4 9.5 0.1 2 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1596 - - 1058 888 1524 - - HCM Lane V/C Ratio 0.001 - - 0.006 0.094 0.005 - - HCM Control Delay (s) 7.3 0 - 8.4 9.5 7.4 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0 0.3 0 - - HCM 6th TWSC Short Total PM 6: Corbett & Lowes Service Access/Site Access 01/28/2023 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 3 61 0 0 2 29 128 6 13 0 Future Vol, veh/h 0 0 3 61 0 0 2 29 128 6 13 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 90 85 90 90 90 85 85 90 90 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 0 4 68 0 0 2 34 142 7 15 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 138 209 15 140 138 105 15 0 0 176 0 0 Stage 1 29 29 - 109 109 ------- Stage 2 109 180 - 31 29 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 833 688 1065 830 753 949 1603 - - 1400 - - Stage 1 988 871 - 896 805 ------- Stage 2 896 750 - 986 871 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 829 684 1065 823 748 949 1603 - - 1400 - - Mov Cap-2 Maneuver 829 684 - 823 748 ------- Stage 1 987 867 - 895 804 ------- Stage 2 895 749 - 978 867 ------- Approach EB WB NB SB HCM Control Delay, s 8.4 9.8 0.1 2.3 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1603 - - 1065 823 1400 - - HCM Lane V/C Ratio 0.001 - - 0.003 0.082 0.005 - - HCM Control Delay (s) 7.2 0 - 8.4 9.8 7.6 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0 0.3 0 - - APPENDIX H HCM 6th Signalized Intersection Summary Long Total AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 40 20 85 5 10 5 115 1460 55 115 1395 95 Future Volume (veh/h) 40 20 85 5 10 5 115 1460 55 115 1395 95 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 42 21 4 5 11 1 121 1537 21 121 1468 63 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, %222222222222 Cap, veh/h 182 94 18 142 66 56 382 2588 1154 317 2588 1154 Arrive On Green 0.04 0.06 0.05 0.02 0.04 0.04 0.04 0.73 0.73 0.06 0.97 0.97 Sat Flow, veh/h 1781 1527 291 1781 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 42 0 25 5 11 1 121 1537 21 121 1468 63 Grp Sat Flow(s),veh/h/ln 1781 0 1818 1781 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.4 0.0 1.4 0.3 0.6 0.1 1.8 22.8 0.4 1.8 3.2 0.1 Cycle Q Clear(g_c), s 2.4 0.0 1.4 0.3 0.6 0.1 1.8 22.8 0.4 1.8 3.2 0.1 Prop In Lane 1.00 0.16 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 182 0 112 142 66 56 382 2588 1154 317 2588 1154 V/C Ratio(X) 0.23 0.00 0.22 0.04 0.17 0.02 0.32 0.59 0.02 0.38 0.57 0.05 Avail Cap(c_a), veh/h 220 0 314 228 323 274 432 2588 1154 367 2588 1154 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.2 0.0 49.2 49.7 51.5 51.2 3.1 7.2 4.1 6.6 0.5 0.5 Incr Delay (d2), s/veh 0.6 0.0 1.0 0.1 1.2 0.1 0.5 1.0 0.0 0.8 0.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.0 0.7 0.1 0.3 0.0 0.5 6.8 0.1 0.6 0.8 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.8 0.0 50.2 49.8 52.6 51.3 3.6 8.2 4.1 7.4 1.4 0.6 LnGrp LOS D A DDDD AAAAAA Approach Vol, veh/h 67 17 1679 1652 Approach Delay, s/veh 48.1 51.7 7.8 1.8 Approach LOS D D A A Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.9 85.6 4.7 11.8 7.9 85.6 7.6 8.9 Change Period (Y+Rc), s 4.0 6.5 4.0 6.0 4.0 6.5 4.0 6.0 Max Green Setting (Gmax), s 7.0 58.5 6.0 18.0 7.0 58.5 6.0 18.0 Max Q Clear Time (g_c+I1), s 3.8 5.2 2.3 3.4 3.8 24.8 4.4 2.6 Green Ext Time (p_c), s 0.1 15.6 0.0 0.0 0.1 14.4 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 5.9 HCM 6th LOS A Timing Report, Sorted By Phase Long Total AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report lt am.syn Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 65 10 24 11 65 10 24 Maximum Split (%) 10.0% 59.1% 9.1% 21.8% 10.0% 59.1% 9.1% 21.8% Minimum Split (s) 11 28.5 9.5 24 11 29.5 9.5 24 Yellow Time (s) 3 4.5 3 4 3 4.5 3 4 All-Red Time (s)12121212 Minimum Initial (s)47544754 Vehicle Extension (s)33333333 Minimum Gap (s)33333333 Time Before Reduce (s)00000000 Time To Reduce (s)00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 14 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 34 45 0 10 34 45 0 10 End Time (s) 45 0 10 34 45 0 10 34 Yield/Force Off (s) 41 103.5 6 28 41 103.5 6 28 Yield/Force Off 170(s) 41 89.5 6 28 41 87.5 6 28 Local Start Time (s) 34 45 0 10 34 45 0 10 Local Yield (s) 41 103.5 6 28 41 103.5 6 28 Local Yield 170(s) 41 89.5 6 28 41 87.5 6 28 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 9: Ziegler & Council Tree/Broadcom Queues Long Total AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report lt am.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 42 110 5 11 5 121 1537 58 121 1468 100 v/c Ratio 0.24 0.47 0.03 0.08 0.02 0.39 0.64 0.05 0.42 0.61 0.09 Control Delay 42.4 20.3 36.8 46.8 0.2 7.0 13.5 0.3 10.2 13.5 2.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.4 20.3 36.8 46.8 0.2 7.0 13.5 0.3 10.2 13.5 2.4 Queue Length 50th (ft) 28 14 37092310123764 Queue Length 95th (ft) 54 66 13 25 0 40 541 3 m20 641 m26 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 178 356 177 321 367 313 2407 1111 295 2408 1112 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.24 0.31 0.03 0.03 0.01 0.39 0.64 0.05 0.41 0.61 0.09 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Total PM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 220 35 300 65 50 135 310 1450 15 40 1690 105 Future Volume (veh/h) 220 35 300 65 50 135 310 1450 15 40 1690 105 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 227 36 127 67 52 10 320 1495 1 41 1742 40 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %222222222222 Cap, veh/h 286 44 156 184 217 184 342 2327 1038 261 1912 853 Arrive On Green 0.06 0.12 0.11 0.05 0.12 0.12 0.15 0.65 0.65 0.01 0.18 0.18 Sat Flow, veh/h 1781 362 1278 1781 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 227 0 163 67 52 10 320 1495 1 41 1742 40 Grp Sat Flow(s),veh/h/ln 1781 0 1640 1781 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 7.0 0.0 11.6 3.9 3.0 0.7 16.2 30.1 0.0 1.2 57.7 2.5 Cycle Q Clear(g_c), s 7.0 0.0 11.6 3.9 3.0 0.7 16.2 30.1 0.0 1.2 57.7 2.5 Prop In Lane 1.00 0.78 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 286 0 201 184 217 184 342 2327 1038 261 1912 853 V/C Ratio(X) 0.79 0.00 0.81 0.36 0.24 0.05 0.93 0.64 0.00 0.16 0.91 0.05 Avail Cap(c_a), veh/h 286 0 205 195 234 198 342 2327 1038 321 1912 853 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.1 0.0 51.7 43.6 48.2 47.2 39.8 12.3 7.2 12.8 46.5 23.8 Incr Delay (d2), s/veh 14.3 0.0 21.2 1.2 0.6 0.1 32.2 1.4 0.0 0.3 8.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.5 0.0 6.0 1.8 1.5 0.3 12.2 10.7 0.0 0.5 29.4 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 63.4 0.0 72.9 44.8 48.8 47.3 72.0 13.7 7.2 13.1 54.6 23.9 LnGrp LOS E A E D D D EBABDC Approach Vol, veh/h 390 129 1816 1823 Approach Delay, s/veh 67.4 46.6 24.0 53.0 Approach LOS E D C D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 21.0 70.1 9.3 19.7 7.0 84.1 10.0 18.9 Change Period (Y+Rc), s 4.0 6.5 4.0 6.0 4.0 6.5 4.0 6.0 Max Green Setting (Gmax), s 17.0 62.5 6.0 14.0 7.0 72.5 6.0 14.0 Max Q Clear Time (g_c+I1), s 18.2 59.7 5.9 13.6 3.2 32.1 9.0 5.0 Green Ext Time (p_c), s 0.0 2.4 0.0 0.0 0.0 14.6 0.0 0.1 Intersection Summary HCM 6th Ctrl Delay 41.5 HCM 6th LOS D Timing Report, Sorted By Phase Long Total PM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report lt pm.syn Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 21 69 10 20 11 79 10 20 Maximum Split (%) 17.5% 57.5% 8.3% 16.7% 9.2% 65.8% 8.3% 16.7% Minimum Split (s) 11 28.5 9.5 20 11 29.5 9.5 20 Yellow Time (s) 3 4.5 3 4 3 4.5 3 4 All-Red Time (s)12121212 Minimum Initial (s)47544754 Vehicle Extension (s)33333333 Minimum Gap (s)33333333 Time Before Reduce (s)00000000 Time To Reduce (s)00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 14 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 30 51 0 10 30 41 0 10 End Time (s) 51 0 10 30 41 0 10 30 Yield/Force Off (s) 47 113.5 6 24 37 113.5 6 24 Yield/Force Off 170(s) 47 99.5 6 24 37 97.5 6 24 Local Start Time (s) 30 51 0 10 30 41 0 10 Local Yield (s) 47 113.5 6 24 37 113.5 6 24 Local Yield 170(s) 47 99.5 6 24 37 97.5 6 24 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 9: Ziegler & Council Tree/Broadcom Queues Long Total PM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report lt pm.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 227 345 67 52 139 320 1495 15 41 1742 108 v/c Ratio 0.85 0.88 0.39 0.25 0.46 0.95 0.65 0.01 0.17 0.91 0.12 Control Delay 72.2 42.3 44.9 50.8 12.9 72.9 15.6 0.0 5.0 36.3 3.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 72.2 42.3 44.9 50.8 12.9 72.9 15.6 0.0 5.0 36.3 3.5 Queue Length 50th (ft) 157 100 42 37 0 195 376 0 4 757 13 Queue Length 95th (ft) #288 #271 83 76 58 #381 462 0 m5 #848 m18 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 268 394 170 232 321 338 2296 1062 254 1907 916 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.85 0.88 0.39 0.22 0.43 0.95 0.65 0.01 0.16 0.91 0.12 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Long Total AM 22: Ziegler & Target Service Access 01/28/2023 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 10 1505 1595 50 Future Vol, veh/h 0 10 10 1505 1595 50 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 100 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 11 11 1584 1679 53 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 866 1732 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 297 360 - - - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 297 360 - - - Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 17.6 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 360 - 297 - - HCM Lane V/C Ratio 0.029 - 0.035 - - HCM Control Delay (s) 15.3 - 17.6 - - HCM Lane LOS C - C - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - HCM 6th TWSC Long Total PM 22: Ziegler & Target Service Access 01/28/2023 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 60 15 1795 1775 105 Future Vol, veh/h 0 60 15 1795 1775 105 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 100 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 22222 Mvmt Flow 0 62 15 1851 1830 108 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 969 1938 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 253 299 - - - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 253 299 - - - Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 23.8 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 299 - 253 - - HCM Lane V/C Ratio 0.052 - 0.244 - - HCM Control Delay (s) 17.7 - 23.8 - - HCM Lane LOS C - C - - HCM 95th %tile Q(veh) 0.2 - 0.9 - - HCM 6th Signalized Intersection Summary Long Total AM 18: Ziegler & Site Access/Hidden Pond 01/28/2023 Synchro 11 Light Report lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 130 0 100 5 0 5 65 1435 5 5 1540 75 Future Volume (veh/h) 130 0 100 5 0 5 65 1435 5 5 1540 75 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 137 0 11 5 0 1 68 1511 5 5 1621 53 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, %222222222222 Cap, veh/h 243 0 183 87 6 7 295 2728 9 340 2550 1138 Arrive On Green 0.11 0.00 0.12 0.11 0.00 0.11 0.06 1.00 0.99 0.02 0.72 0.72 Sat Flow, veh/h 1543 0 1585 235 52 57 1781 3633 12 1781 3554 1585 Grp Volume(v), veh/h 137 0 11 6 0 0 68 739 777 5 1621 53 Grp Sat Flow(s),veh/h/ln 1543 0 1585 344 0 0 1781 1777 1868 1781 1777 1585 Q Serve(g_s), s 0.0 0.0 0.7 0.0 0.0 0.0 0.9 0.1 0.1 0.1 26.0 1.1 Cycle Q Clear(g_c), s 9.4 0.0 0.7 9.4 0.0 0.0 0.9 0.1 0.1 0.1 26.0 1.1 Prop In Lane 1.00 1.00 0.83 0.17 1.00 0.01 1.00 1.00 Lane Grp Cap(c), veh/h 229 0 183 97 0 0 295 1334 1403 340 2550 1138 V/C Ratio(X) 0.60 0.00 0.06 0.06 0.00 0.00 0.23 0.55 0.55 0.01 0.64 0.05 Avail Cap(c_a), veh/h 336 0 303 205 0 0 321 1334 1403 426 2550 1138 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.7 0.0 43.3 44.0 0.0 0.0 7.1 0.0 0.0 3.9 8.1 4.5 Incr Delay (d2), s/veh 2.5 0.0 0.1 0.3 0.0 0.0 0.4 1.7 1.6 0.0 1.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 0.0 0.3 0.2 0.0 0.0 0.4 0.6 0.6 0.0 8.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 50.2 0.0 43.5 44.3 0.0 0.0 7.5 1.7 1.6 3.9 9.3 4.6 LnGrp LOS D A D D AAAAAAAA Approach Vol, veh/h 148 6 1584 1679 Approach Delay, s/veh 49.7 44.3 1.9 9.1 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 4.7 87.6 17.7 8.4 83.9 17.7 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 68.0 20.0 6.0 68.0 20.0 Max Q Clear Time (g_c+I1), s 2.1 2.1 11.4 2.9 28.0 11.4 Green Ext Time (p_c), s 0.0 14.8 0.4 0.0 16.9 0.0 Intersection Summary HCM 6th Ctrl Delay 7.6 HCM 6th LOS A Timing Report, Sorted By Phase Long Total AM 18: Ziegler & Site Access/Hidden Pond 01/28/2023 Synchro 11 Light Report lt am.syn Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s) 10 74 26 10 74 26 Maximum Split (%) 9.1% 67.3% 23.6% 9.1% 67.3% 23.6% Minimum Split (s) 9.5 24 24 9 24 24 Yellow Time (s)344344 All-Red Time (s)122122 Minimum Initial (s)555555 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 100 0 74 100 0 74 End Time (s) 0 74 100 0 74 100 Yield/Force Off (s) 106 68 94 106 68 94 Yield/Force Off 170(s) 106 57 83 106 57 83 Local Start Time (s) 100 0 74 100 0 74 Local Yield (s) 106 68 94 106 68 94 Local Yield 170(s) 106 57 83 106 57 83 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 18: Ziegler & Site Access/Hidden Pond Queues Long Total AM 18: Ziegler & Site Access/Hidden Pond 01/28/2023 Synchro 11 Light Report lt am.syn Lane Group EBT EBR WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 137 105 10 68 1516 5 1621 79 v/c Ratio 0.66 0.32 0.04 0.28 0.58 0.02 0.67 0.07 Control Delay 58.4 10.3 0.2 9.7 15.0 3.8 13.2 2.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.4 10.3 0.2 9.7 15.0 3.8 13.2 2.0 Queue Length 50th (ft) 92 0 0 9 195 1 344 0 Queue Length 95th (ft) 152 46 0 m38 599 4 468 17 Internal Link Dist (ft) 234 254 1 370 Turn Bay Length (ft) 150 350 100 350 Base Capacity (vph) 267 387 343 240 2624 283 2421 1108 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.51 0.27 0.03 0.28 0.58 0.02 0.67 0.07 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Total PM 18: Ziegler & Site Access/Hidden Pond 01/28/2023 Synchro 11 Light Report lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 170 0 95 5 0 5 110 1680 5 5 1780 120 Future Volume (veh/h) 170 0 95 5 0 5 110 1680 5 5 1780 120 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 175 0 13 5 0 2 113 1732 5 5 1835 81 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %222222222222 Cap, veh/h 270 0 247 73 9 12 230 2622 8 186 2442 1089 Arrive On Green 0.15 0.00 0.16 0.15 0.00 0.15 0.03 0.48 0.48 0.01 0.69 0.69 Sat Flow, veh/h 1352 0 1585 136 58 78 1781 3635 10 1781 3554 1585 Grp Volume(v), veh/h 175 0 13 7 0 0 113 846 891 5 1835 81 Grp Sat Flow(s),veh/h/ln 1352 0 1585 272 0 0 1781 1777 1868 1781 1777 1585 Q Serve(g_s), s 0.0 0.0 0.8 0.1 0.0 0.0 2.0 43.4 43.4 0.1 40.1 2.0 Cycle Q Clear(g_c), s 15.3 0.0 0.8 15.4 0.0 0.0 2.0 43.4 43.4 0.1 40.1 2.0 Prop In Lane 1.00 1.00 0.71 0.29 1.00 0.01 1.00 1.00 Lane Grp Cap(c), veh/h 259 0 247 91 0 0 230 1282 1348 186 2442 1089 V/C Ratio(X) 0.68 0.00 0.05 0.08 0.00 0.00 0.49 0.66 0.66 0.03 0.75 0.07 Avail Cap(c_a), veh/h 310 0 304 144 0 0 261 1282 1348 264 2442 1089 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.7 0.0 43.1 44.3 0.0 0.0 18.8 19.8 19.9 11.9 12.2 6.2 Incr Delay (d2), s/veh 4.5 0.0 0.1 0.4 0.0 0.0 1.6 2.7 2.6 0.1 2.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.5 0.0 0.3 0.2 0.0 0.0 1.9 19.4 20.4 0.0 13.8 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.2 0.0 43.2 44.6 0.0 0.0 20.4 22.5 22.4 12.0 14.3 6.3 LnGrp LOS D A D D A A C C C B B A Approach Vol, veh/h 188 7 1850 1921 Approach Delay, s/veh 53.4 44.6 22.3 14.0 Approach LOS D D C B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 4.8 91.6 23.7 8.9 87.4 23.7 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 76.0 22.0 7.0 75.0 22.0 Max Q Clear Time (g_c+I1), s 2.1 45.4 17.3 4.0 42.1 17.4 Green Ext Time (p_c), s 0.0 15.3 0.4 0.1 18.7 0.0 Intersection Summary HCM 6th Ctrl Delay 19.8 HCM 6th LOS B Timing Report, Sorted By Phase Long Total PM 18: Ziegler & Site Access/Hidden Pond 01/28/2023 Synchro 11 Light Report lt pm.syn Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s) 10 82 28 11 81 28 Maximum Split (%) 8.3% 68.3% 23.3% 9.2% 67.5% 23.3% Minimum Split (s) 9.5 24 24 9 24 24 Yellow Time (s)344344 All-Red Time (s)122122 Minimum Initial (s)555555 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 109 119 81 109 0 81 End Time (s) 119 81 109 0 81 109 Yield/Force Off (s) 115 75 103 116 75 103 Yield/Force Off 170(s) 115 64 92 116 64 92 Local Start Time (s) 109 119 81 109 0 81 Local Yield (s) 115 75 103 116 75 103 Local Yield 170(s) 115 64 92 116 64 92 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 18: Ziegler & Site Access/Hidden Pond Queues Long Total PM 18: Ziegler & Site Access/Hidden Pond 01/28/2023 Synchro 11 Light Report lt pm.syn Lane Group EBT EBR WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 175 98 10 113 1737 5 1835 124 v/c Ratio 0.76 0.29 0.03 0.59 0.67 0.02 0.78 0.11 Control Delay 68.9 10.3 0.2 24.7 15.4 4.2 18.2 1.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 68.9 10.3 0.2 24.7 15.4 4.2 18.2 1.7 Queue Length 50th (ft) 129 0 0 46 413 1 522 0 Queue Length 95th (ft) 207 46 0 m81 604 4 638 22 Internal Link Dist (ft) 234 254 1 370 Turn Bay Length (ft) 150 350 100 350 Base Capacity (vph) 268 382 340 194 2605 220 2338 1088 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.65 0.26 0.03 0.58 0.67 0.02 0.78 0.11 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Long Total AM 15: Ziegler & Paddington/Grand Teton 01/28/2023 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 7.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 55 15 0 15 35 1515 10 5 1550 5 Future Vol, veh/h 5 0 55 15 0 15 35 1515 10 5 1550 5 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------200--200-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 0 58 16 0 16 37 1595 11 5 1632 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2517 3325 819 2501 3322 803 1637 0 0 1606 0 0 Stage 1 1645 1645 - 1675 1675 ------- Stage 2 872 1680 - 826 1647 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 14 8 319 ~ 15 8 326 392 - - 403 - - Stage 1 104 156 - 99 150 ------- Stage 2 312 150 - 332 155 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 12 7 319 ~ 11 7 326 392 - - 403 - - Mov Cap-2 Maneuver 12 7 - ~ 11 7 ------- Stage 1 94 154 - 90 136 ------- Stage 2 269 136 - 268 153 ------- Approach EB WB NB SB HCM Control Delay, s 85.7 $ 648.7 0.3 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 392 - - 102 21 403 - - HCM Lane V/C Ratio 0.094 - - 0.619 1.504 0.013 - - HCM Control Delay (s) 15.1 - - 85.7$ 648.7 14.1 - - HCM Lane LOS C - - F F B - - HCM 95th %tile Q(veh) 0.3 - - 3 4.2 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total PM 15: Ziegler & Paddington/Grand Teton 01/28/2023 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 11.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 55 5 0 15 70 1775 15 15 1845 10 Future Vol, veh/h 5 0 55 5 0 15 70 1775 15 15 1845 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------200--200-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 0 57 5 0 15 72 1830 15 15 1902 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2996 3926 956 2963 3924 923 1912 0 0 1845 0 0 Stage 1 1937 1937 - 1982 1982 ------- Stage 2 1059 1989 - 981 1942 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 6 3 258 6 3 272 306 - - 325 - - Stage 1 68 111 - 63 105 ------- Stage 2 240 105 - 268 110 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 4 2 258 ~ 4 2 272 306 - - 325 - - Mov Cap-2 Maneuver ~ 4 2 - ~ 4 2 ------- Stage 1 52 106 - 48 80 ------- Stage 2 173 80 - 199 105 ------- Approach EB WB NB SB HCM Control Delay, s$ 476.9 $ 723.7 0.8 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 306 - - 41 15 325 - - HCM Lane V/C Ratio 0.236 - - 1.509 1.375 0.048 - - HCM Control Delay (s) 20.4 - -$ 476.9$ 723.7 16.6 - - HCM Lane LOS C - - F F C - - HCM 95th %tile Q(veh) 0.9 - - 6.3 3.2 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total AM 4: Corbett & Target Service Access 01/28/2023 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 30 10 65 5 5 90 Future Vol, veh/h 30 10 65 5 5 90 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 32 11 68 5 5 95 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 176 71 0 0 73 0 Stage 1 71 ----- Stage 2 105 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 814 991 - - 1527 - Stage 1 952 ----- Stage 2 919 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 812 991 - - 1527 - Mov Cap-2 Maneuver 812 ----- Stage 1 952 ----- Stage 2 916 ----- Approach WB NB SB HCM Control Delay, s 9.5 0 0.4 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 850 1527 - HCM Lane V/C Ratio - - 0.05 0.003 - HCM Control Delay (s) - - 9.5 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC Long Total PM 4: Corbett & Target Service Access 01/28/2023 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 2.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 40 20 155 15 5 75 Future Vol, veh/h 40 20 155 15 5 75 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 42 21 163 16 5 79 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 260 171 0 0 179 0 Stage 1 171 ----- Stage 2 89 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 729 873 - - 1397 - Stage 1 859 ----- Stage 2 934 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 726 873 - - 1397 - Mov Cap-2 Maneuver 726 ----- Stage 1 859 ----- Stage 2 930 ----- Approach WB NB SB HCM Control Delay, s 10.1 0 0.5 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 769 1397 - HCM Lane V/C Ratio - - 0.082 0.004 - HCM Control Delay (s) - - 10.1 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.3 0 - HCM 6th TWSC Long Total AM 6: Corbett & Lowes Service Access/Site Access 01/28/2023 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 5 75 0 0 5 15 55 10 15 0 Future Vol, veh/h 0 0 5 75 0 0 5 15 55 10 15 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 0 5 79 0 0 5 16 58 11 16 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 93 122 16 96 93 45 16 0 0 74 0 0 Stage 1 38 38 - 55 55 ------- Stage 2 55 84 - 41 38 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 891 768 1063 887 797 1025 1602 - - 1526 - - Stage 1 977 863 - 957 849 ------- Stage 2 957 825 - 974 863 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 884 760 1063 875 789 1025 1602 - - 1526 - - Mov Cap-2 Maneuver 884 760 - 875 789 ------- Stage 1 974 857 - 954 846 ------- Stage 2 954 823 - 962 857 ------- Approach EB WB NB SB HCM Control Delay, s 8.4 9.5 0.5 2.9 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1602 - - 1063 875 1526 - - HCM Lane V/C Ratio 0.003 - - 0.005 0.09 0.007 - - HCM Control Delay (s) 7.3 0 - 8.4 9.5 7.4 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0 0.3 0 - - HCM 6th TWSC Long Total PM 6: Corbett & Lowes Service Access/Site Access 01/28/2023 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 5 60 0 0 5 30 140 5 15 0 Future Vol, veh/h 0 0 5 60 0 0 5 30 140 5 15 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 0 5 63 0 0 5 32 147 5 16 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 142 215 16 145 142 106 16 0 0 179 0 0 Stage 1 26 26 - 116 116 ------- Stage 2 116 189 - 29 26 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 828 683 1063 824 749 948 1602 - - 1397 - - Stage 1 992 874 - 889 800 ------- Stage 2 889 744 - 988 874 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 823 678 1063 815 743 948 1602 - - 1397 - - Mov Cap-2 Maneuver 823 678 - 815 743 ------- Stage 1 988 871 - 885 797 ------- Stage 2 885 741 - 979 871 ------- Approach EB WB NB SB HCM Control Delay, s 8.4 9.8 0.2 1.9 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1602 - - 1063 815 1397 - - HCM Lane V/C Ratio 0.003 - - 0.005 0.077 0.004 - - HCM Control Delay (s) 7.3 0 - 8.4 9.8 7.6 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0 0.3 0 - - APPENDIX H Harmony ZieglerCorbettCouncil Tree PaddingtonKingsley Hidden Pond Grand Teton Edmonds SCALE: 1"=600' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 Pedestrian LOS Worksheet Project Location Classification: Other Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security The residential neighborhood to the north and northwest of the site Residential Minimum C C C C C 1 Actual A B B B B Proposed A B B B B Commercial uses to the south and southwest of the site (Front Range Village) Commercial Minimum C C C C C 2 Actual A B B B B Proposed A B B B B HP Campus Industrial Minimum C C C C C 3 Actual A B C C C Proposed A B C C C The residential neighborhood to the east and northeast of the site Residential Minimum C C C C C 4 Actual F B C C C Proposed See Text B C C C Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed Harmony ZieglerCorbettCouncil Tree PaddingtonKingsley Hidden Pond Grand Teton Edmonds SCALE: 1"=600' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C B B Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification Commercial uses to the south and southwest of the site (Front Range Village) Commercial C B B 1 2 3 4 5 6 7 8