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HomeMy WebLinkAboutZIEGLER - CORBETT ODP - ODP210004 - SUBMITTAL DOCUMENTS - ROUND 2 - TRAFFIC STUDY ZIEGLER-CORBETT MIXED-USE ODP MASTER TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO NOVEMBER 2021 Prepared for: Landmark Homes 6341 Fairgrounds Avenue, Suite 100 Windsor, CO 80550 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Fort Collins, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #2166 DELICH Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 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 ............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 10 Background Traffic Projections ..................................................................................... 10 Traffic Assignment......................................................................................................... 15 Total Traffic ................................................................................................................... 15 Signal Warrants ............................................................................................................. 15 Geometry ...................................................................................................................... 21 Operations Analysis ...................................................................................................... 21 Pedestrian Level of Service ........................................................................................... 25 Bicycle Level of Service ................................................................................................ 28 Transit Level of Service ................................................................................................. 28 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 29 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 12 3. Long Range (2040) Background Peak Hour Operation ........................................... 24 4. Long Range (2040) Total Peak Hour Operation Without a Connection to Paddington Road and Stop Sign Control at the Ziegler/Paddington-Grand Teton intersection (Figure 11) ....................................... 26 5. Long Range (2040) Total Peak Hour Operation With a Connection to Paddington Road and a Signal at the Ziegler/Paddington-Grand Teton intersection (Figure 12) ....................................... 27 DELICH Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 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 .................................................................................................................. 11 6. Trip Distribution ....................................................................................................... 13 7. Long Range (2040) Background Peak Hour Traffic (Existing Stop Sign at the Ziegler/Paddington-Grand Teton Intersection) .............................................. 14 8. Long Range (2040) Background Peak Hour Traffic (Reflects a Signal at the Ziegler/Paddington-Grand Teton Intersection) .............................................. 16 9. Site Generated Peak Hour Traffic Without a Connection to Paddington Road and Stop Sign Control at the Ziegler/Paddington-Grand Teton Intersection ............ 17 10. Site Generated Peak Hour Traffic With a Connection to Paddington Road and a Signal at the Ziegler/Paddington-Grand Teton Intersection ........................... 18 11. Long Range (2040) Total Peak Hour Traffic Without a Connection to Paddington Road and Stop Sign Control at the Ziegler/Paddington-Grand Teton Intersection .. 19 12. Long Range (2040) Total Peak Hour Traffic With a Connection to Paddington Road and a Signal at the Ziegler/Paddington-Grand Teton Intersection ................. 20 13. Long Range (2040) Geometry ................................................................................. 22 14. Channelized T-intersection Concept ....................................................................... 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. Long Range (2040) Background Peak Hour Operation F. Long Range (2040) Total Peak Hour Operation Without a Connection to Paddington Road G. Long Range (2040) Total Peak Hour Operation With a Connection to Paddington Road H. Pedestrian/Bicycle Level of Service DELICH Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 ASSOCIATES Page 1 I. INTRODUCTION This Master Transportation Impact Study (MTIS) addresses the capacity, geometric, and control requirements for the proposed Ziegler-Corbett Mixed-Use ODP development. The proposed Ziegler-Corbett Mixed-Use ODP development is located west of Ziegler Road and south of Paddington Road in Fort Collins, Colorado. This MTIS addresses the long range (2040) future. During the course of this analysis, numerous contacts were made with City staff, the project developer (Landmark Homes), 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, Ziegler/Paddington-Grand Teton, and the Site Access intersections. Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for the Ziegler-Corbett Mixed-Use ODP development. This MTIS is a revision of the “Ziegler-Corbett Mixed-Use ODP Master Transportation Impact Study,” dated October 2021. It addresses the staff comments pertaining to the previous submittal. Particularly it addresses a potential signal at the Ziegler/Paddington-Grand Teton intersection with a connection from the site to Paddington Road and with reassignment of traffic as though there was a signal at the subject intersection. It is noted that the connection to Paddington Road was removed from the Fort Collins Master Street Plan several years ago. The analyses contained herein address issues related to a signal at the Ziegler/Paddington-Grand Teton intersection. DELICH Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Ziegler-Corbett Mixed-Use ODP 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 and west of the site. The center of Fort Collins lies to the northwest of the Ziegler- Corbett Mixed-Use ODP site. Roads The primary streets near the Ziegler-Corbett Mixed-Use ODP site are Ziegler Road, Council Tree Avenue, and Paddington Road. The existing geometry and control at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, and Ziegler/Paddington-Grand Teton intersections is shown in Figure 2. Ziegler Road is to the east of (adjacent to) the Ziegler-Corbett Mixed-Use ODP 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 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. BURLINGTON NORTHERN RAILROAD 25 Harmony ZieglerHidden Pond CorbettTimberlineCouncil Tree Horsetooth Kingsley Grand TetonPaddington SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Ziegler-Corbett MIxed-Use ODP MTIS, November 2021 Page 4 Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Ziegler- Denotes Lane _ Two-way Continuous Left-turn LaneSTOPSTOPSTOPSTOP DELICH Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 ASSOCIATES Page 5 Paddington Road-Grand Teton Place is to the north of the Ziegler-Corbett Mixed- Use ODP 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. Existing Traffic Recent peak hour traffic volumes at the Ziegler/Council Tree-HP Access, Ziegler/ Target Service Access, Ziegler/Hidden Pond, and Ziegler/Paddington-Grand Teton 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. 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, and Ziegler/Paddington-Grand Teton 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 2016 Highway Capacity Manual. A description of level of service for signalized and unsignalized intersections from the 2016 Highway Capacity Manual 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 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 AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Ziegler-Corbett MIxed-Use ODP MTIS, November 2021 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 32/74880/120910/17Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Ziegler AM/PM AVERAGED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 Page 784/92832/1011100/3640/209 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 32/71883/116210/16Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Ziegler DELICH Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 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 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 DELICH Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 ASSOCIATES Page 9 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 Mixed-Use ODP 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. 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 Mixed-Use ODP MTIS, November 2021 ASSOCIATES Page 10 III. PROPOSED DEVELOPMENT The proposed Ziegler-Corbett Mixed-Use ODP will consist of approximately 40,000 square feet of office, 10,000 square feet of commercial/retail, and 700 apartment dwelling units. Figure 5 shows a site plan of the proposed Ziegler-Corbett Mixed-Use ODP site. The long range analysis year is considered to be 2040 and includes full development of several vacant parcels in the area of the site. The proposed Ziegler- Corbett Mixed-Use ODP site will be analyzed without a connection to Paddington Road and with a connection to Paddington Road. Trip Generation Trip generation is important in considering the impact of a development on the existing and proposed street system. Trip Generation, 10th Edition, ITE was used to determine the trips that would be generated by the Ziegler-Corbett Mixed-Use ODP 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 Mixed-Use ODP site resulted in 4,576 daily trip ends, 307 morning peak hour trip ends, and 392 afternoon peak hour trip ends. Trip Distribution Trip distribution for the Ziegler-Corbett Mixed-Use ODP 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 long range (2040) analysis future. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. Background Traffic Projections Background traffic projections for the long range (2040) future horizon 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. Figure 7 shows the long range (2040) background weekday peak hour traffic at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, and Ziegler/Paddington-Grand Teton intersections. Figure 7 reflects the existing stop sign control at the Ziegler/Paddington-Grand Teton intersection. Following review of the previous MTIS, City staff requested an analysis of the Ziegler/Paddington-Grand Teton intersection as if it had a traffic signal. With signalization at this intersection, the delay to minor street left turns would be reduced and predictable. SCALE: 1"=300' SITE PLAN Figure 5 DELICH ASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 Page 11 Paddington Road DELICH Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 ASSOCIATES Page 12 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 221 Mid-Rise Apartment 110 D.U. 5.44 598 0.09 10 0.27 29 0.27 29 0.17 19 Area B 221 Mid-Rise Apartment 140 D.U. 5.44 762 0.09 13 0.27 37 0.27 38 0.17 24 Area C 221 Mid-Rise Apartment 300 D.U. 5.44 1632 0.09 28 0.27 80 0.27 80 0.17 52 Area D 221 Mid-Rise Apartment 50 D.U. 5.44 272 0.09 5 0.27 13 0.27 13 0.17 9 710 Office 15.0 KSF 9.74 146 1.00 15 0.16 2 0.18 3 0.97 14 Subtotal 418 20 15 16 23 Area E 221 Mid-Rise Apartment 100 D.U. 5.44 544 0.09 9 0.27 27 0.27 27 0.17 17 710 Office 25.0 KSF 9.74 244 1.00 25 0.16 4 0.18 5 0.97 24 820 Retail 10.0 KSF 37.75 378 0.58 6 0.36 4 1.83 18 1.98 20 Subtotal 1166 40 35 50 61 Total 4,576 111 196 213 179 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 Mixed-Use ODP MTIS, November 2021 Page 13 Residential Commercial LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC (EXISTING STOP SIGN AT THE ZIEGLER/PADDINGTON- GRAND TETON INTERSECTION)Figure 7 DELICH ASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 Page 1410/151275/156050/1051340/149015/50 10/60 Service Access 1385/15905/51285/16055/55/5 5/5 Hidden Pond Paddington 5/101320/15355/155/5 NOM 55/55 15/15 NOM 15/5 35/701245/152510/15Grand Teton 95/1001145/1410110/4045/230 20/30 80/290 Council Tree 110/3001235/121555/155/130 10/50 5/65 HP Access ZieglerAM/PM Rounded to Nearest 5 Vehicles DELICH Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 ASSOCIATES Page 15 Therefore, some of the English Ranch and Woodland Park residents would likely use the signalized intersection to make minor street left turns. This is not reflected in the recent traffic count data. To that end, the trip generation for a portion of the existing dwelling units was calculated and assigned to the Ziegler/Paddington-Grand Teton intersection. This is reflected in Figure 8. Figure 8 reflects long range (2040) background peak hour traffic with a signal at the Ziegler/Paddington-Grand Teton intersection. 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/Site Access, Ziegler/ Hidden Pond, and Ziegler/Paddington-Grand Teton intersections without a connection to Paddington Road and stop sign control at the Ziegler/Paddington-Grand Teton intersection. Figure 10 shows the site generated weekday peak hour traffic at the key intersections with a connection to Paddington Road and a signal at the Ziegler/ Paddington-Grand Teton intersection. Total Traffic The traffic volumes generated by the proposed Ziegler-Corbett Mixed-Use ODP development were added to the background traffic volumes to produce the total traffic volume forecasts for the long range (2040) future. Figure 11 shows the long range (2040) total weekday peak hour traffic at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Site Access, Ziegler/Hidden Pond, and Ziegler/Paddington- Grand Teton intersections without a connection to Paddington Road and stop sign control at the Ziegler/Paddington-Grand Teton intersection. Figure 12 shows the long range (2040) total weekday peak hour traffic at the key intersections with a connection to Paddington Road and a signal at the Ziegler/Paddington-Grand Teton intersection. 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 Mixed-Use ODP, 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. It is acknowledged that peak hour signal warrants should not be applied, but since the peak hour forecasts are readily available in a traffic impact study, it is reasonable to use them to estimate whether other signal warrants may be met. If peak hour signal warrants will not be met at a given intersection, it is reasonable to conclude that it is not likely that other signal warrants would be met. If peak hour signal warrants are met, it merely indicates that further evaluation should occur in the future as the development occurs. However, a judgment can be made that some intersections will likely meet other signal warrants. LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC (REFLECTS A SIGNAL AT THE ZIEGLER/PADDINGTON- GRAND TETON INTERSECTION)Figure 8 DELICH ASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 Page 1610/151275/156050/1051340/149015/50 10/60 Service Access 1385/15905/51285/16055/55/5 5/5 Hidden Pond Paddington 5/101305/15205/1540/25 NOM 55/55 15/15 NOM 30/20 35/701245/152510/15Grand Teton 95/1001145/1410110/4045/230 20/30 80/290 Council Tree 110/3001235/121555/155/130 10/50 5/65 HP Access ZieglerAM/PM Rounded to Nearest 5 Vehicles SITE GENERATED PEAK HOUR TRAFFIC WITHOUT A CONNECTION TO PADDINGTON ROAD AND STOP SIGN CONTROL AT THE ZIEGLER/ PADDINGTON-GRAND TETON INTERSECTION Figure 9 DELICH ASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 Page 17 HP AccessCouncil Tree ZieglerGrand TetonPaddington Horsetooth 16/923/664/2065/4316/923/6616/923/66Hidden Pond 4/2665/4221/1223/654/2665/422/1128/1812/713/37 9/510/28Corbett21/1223/65Site Access 4/2065/43 4/2665/42 9/519/562 /1 2 5 6 /3 6 AM/PM - commercial - residential Service Access 4/2065/4321/1223/652/1537/24 Site Access Figure 10 DELICH ASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 Page 18 HP AccessCouncil Tree ZieglerGrand Teton Paddington 3/10 5/13 Horsetooth Kingsley3/1019/12 5/13 1/8 16/923/664/2065/4316/923/6616/923/66Hidden Pond 3/1916/1121/1215/423/1916/111/87/52/1128/1812/78/24 9/510/287/5 12/78/24 1/730/1919/121/730/19Corbett21/1215/424/2065/43 3/1916/11 9/519/562 /1 2 5 6 /3 6 AM/PM - commercial - residential Service Access 4/2065/4321/1215/42SITE GENERATED PEAK HOUR TRAFFIC WITH A CONNECTION TO PADDINGTON ROAD AND A SIGNAL AT THE ZIEGLER/PADDINGTON- GRAND TETON INTERSECTION Figure 11 DELICH ASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 Page 1910/151330/168550/1051410/155510/60Service Access 1430/16705/51355/16755/55/5 5/5 Hidden Pond Paddington 5/101365/16155/155/5 NOM 55/55 15/15 NOM 15/5 35/701315/159510/15Grand Teton 95/1001215/1475110/4060/280 20/30 80/290 Council Tree 110/3001275/129055/155/130 10/50 5/65 HP Access Ziegler45/801390/159570/70 70/65 Site Access 40/751290/1610AM/PM Rounded to Nearest 5 Vehicles LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC WITHOUT A CONNECTION TO PADDINGTON ROAD AND STOP SIGN CONTROL AT THE ZIEGLER/ PADDINGTON-GRAND TETON INTERSECTION Figure 12 DELICH ASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 Page 2010/151330/168550/1051410/155510/60Service Access 1420/16455/51305/16355/55/5 5/5 Hidden Pond Paddington 10/201340/15755/1560/40 NOM 55/55 15/15 NOM 30/20 35/701265/155510/15Grand Teton 95/1001215/1475110/4060/280 20/30 80/290 Council Tree 110/3001275/129055/155/130 10/50 5/65 HP Access Ziegler35/551390/159520/30 70/65 Site Access 40/751290/1610AM/PM Rounded to Nearest 5 Vehicles LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC WITH A CONNECTION TO PADDINGTON ROAD AND A SIGNAL AT THE ZIEGLER/PADDINGTON- GRAND TETON INTERSECTION DELICH Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 ASSOCIATES Page 21 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. Both Paddington Road and Grand Teton Place have one lane approaches. At the major street approach volumes (greater than 1,800 vehicles per hour in each peak hour), the signal warrant threshold volumes is ≥100 vehicles per hour. Using the long range (2040) background weekday peak hour traffic (Figure 8), the Ziegler/Paddington-Grand Teton intersection will not meet the minor street volumes threshold. Using the long range (2040) total weekday peak hour traffic without a connection to Paddington Road (Figure 11), the Ziegler/Paddington-Grand Teton intersection will not meet peak hour signal warrants during the weekday peak hours. Using the long range (2040) total weekday peak hour traffic with a connection to Paddington Road (Figure 12), the eastbound morning peak hour approach volume (on Paddington Road) will exceed the minor street threshold. The City of Fort Collins should decide whether this is applicable at this location. Peak hour signal warrants are provided in Appendix D. Geometry Figure 13 shows a schematic of the long range (2040) geometry. The geometry at the existing intersections was assumed to remain as it exists today. However, the Ziegler/ Paddington-Grand Teton intersection may be signalized. The Ziegler/Site Access intersection will be a Channelized T-intersection. The specifics related to the Channelized T-intersection are shown in Figure 14. With a Channelized T-intersection, the Ziegler/ Target Service Access will become right-in/right-out/left-in. Operation Analysis Operation analyses were performed at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Site Access, Ziegler/Hidden Pond, and Ziegler/ Paddington-Grand Teton intersections. The operations analyses were conducted for the long range future, reflecting a year 2040 condition. The proposed Ziegler-Corbett Mixed- Use ODP site was analyzed without a connection to Paddington Road with stop sign control at the Ziegler/Paddington-Grand Teton intersection and with a connection to Paddington Road with signal control at the Ziegler/Paddington-Grand Teton intersection. Only the Ziegler/Site Access, Ziegler/Hidden Pond, and Ziegler/Paddington-Grand Teton intersections were impacted by this connection to Paddington Road. Table 3 shows the long range (2040) background weekday peak hour operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, and Ziegler/Paddington-Grand Teton intersections. The operational analyses at the Ziegler/Paddington-Grand Teton intersection were run with stop sign control (Figure 7) and signal control (Figure 8). 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. LONG RANGE (2040) GEOMETRY Figure 13 DELICH ASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 Page 22 Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access ZieglerSite Access STOPSTOPSTOP- Denotes Lane _ Two-way Continuous Left-turn LaneSTOP STOPOR CHANNELIZED T-INTERSECTION CONCEPT Figure 14 DELICH ASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 Page 23 SITE ACCESS TARGET SERVICE ACCESS DELICH Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 ASSOCIATES Page 24 TABLE 3 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service AM PM Ziegler/Council Tree-HP Access (signal) EB T D E (55.2 secs) 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 A C SB RT A B SB APPROACH A C OVERALL A C Ziegler/Target Target Service Access (stop sign) EB LT/RT D F (70.1 secs) NB LT B B OVERALL A A Ziegler/Hidden Pond (stop sign) WB LT/RT C D SB LT B B OVERALL A A Ziegler/Paddington-Grand Teton (stop sign) (Figure 7) EB LT/T/RT E (36.8 secs) F (127.8 secs) WB LT/T/RT F (190.4 secs) F (263.8 secs) NB LT B C SB LT B B OVERALL A A Ziegler/Paddington-Grand Teton (signal) (Figure 8) EB LT/T/RT D E (58.5 secs) WB LT/T/RT D E (58.5 secs) NB LT A A NB T A A NB T/RT A A NB APPROACH A A SB LT A A SB T A A SB T/RT A A SB APPROACH A A OVERALL A A DELICH Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 ASSOCIATES Page 25 Using the traffic volumes shown in Figure 11, Table 4 shows the long range (2040) total weekday peak hour operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Site Access, Ziegler/Hidden Pond, and Ziegler/Paddington- Grand Teton intersections without a connection to Paddington Road and stop sign control at the Ziegler/Paddington-Grand Teton intersection. Calculation forms for these analyses are provided in Appendix F. 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 12, Table 5 shows the long range (2040) total weekday peak hour operation at the Ziegler/Site Access, Ziegler/Hidden Pond, and Ziegler/Paddington-Grand Teton intersections with a connection to Paddington Road and a signal at the Ziegler/Paddington-Grand Teton intersection. 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. Pedestrian Level of Service Appendix H shows a map of the area that is within 1320 feet of the Ziegler-Corbett Mixed-Use ODP site. The Ziegler-Corbett Mixed-Use ODP 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 Mixed-Use ODP 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 Mixed-Use ODP site, except for the south side of Paddington Road (Ziegler Road to Edmonds Road). It is expected that the Ziegler-Corbett Mixed-Use ODP will construct sidewalks within the development that will link to the existing sidewalk system and build a pedestrian/bicycle connection from the site to the Paddington/Edmonds 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 or a roundabout at the Ziegler/Paddington-Grand Teton 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 or the Ziegler/Paddington-Grand Teton signalized intersection. • 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 Mixed-Use ODP MTIS, November 2021 ASSOCIATES Page 26 TABLE 4 Long Range (2040) Total Peak Hour Operation With No Connection To Paddington Road and Stop Sign Control at the Ziegler/Paddington-Grand Teton intersection (Figure 11) Intersection Movement Level of Service AM PM Ziegler/Council Tree-HP Access (signal) EB T D E (64.1 secs) EB T/RT D D EB APPROACH D E (55.2 secs) WB LT D D WB T D D WB RT D D WB APPROACH D D NB LT A E (57.7 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 Target Service Access (stop sign) EB RT C C NB LT B C OVERALL A A Ziegler/Site Access (stop sign) (channelized two-step left-turn lane) EB LT F (53.7 secs) F (118.0 secs) EB RT C C EB APPROACH E (35.6 secs) F (70.8 secs) NB LT B C OVERALL A A Ziegler/Hidden Pond (stop sign) WB LT/RT C D SB LT B C OVERALL A A Ziegler/Paddington-Grand Teton (stop sign) EB LT/T/RT E (43.3 secs) F (161.3 secs) WB LT/T/RT F (253.7 secs) F (329.3 secs) NB LT B C SB LT B C OVERALL A A DELICH Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 ASSOCIATES Page 27 TABLE 5 Long Range (2040) Total Peak Hour Operation With a Connection to Paddington Road and a Signal at the Ziegler/Paddington-Grand Teton intersection (Figure 12) Intersection Movement Level of Service AM PM Ziegler/Council Tree-HP Access (signal) EB T D E (64.1 secs) EB T/RT D D EB APPROACH D E (55.2 secs) WB LT D D WB T D D WB RT D D WB APPROACH D D NB LT A E (57.7 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 Target Service Access (stop sign) EB RT C C NB LT B C OVERALL A A Ziegler/Site Access (stop sign) (channelized two-step left-turn lane) EB LT D F (59.9 secs) EB RT C C EB APPROACH C D NB LT B C OVERALL A A Ziegler/Hidden Pond (stop sign) WB LT/RT C D SB LT B C OVERALL A A Ziegler/Paddington-Grand Teton (signal) EB LT/T/RT D E (58.2 secs) WB LT/T/RT D E (56.3 secs) NB LT A A NB T A A NB T/RT A A NB APPROACH A A SB LT A A SB T A A SB T/RT A A SB APPROACH A A OVERALL A A DELICH Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 ASSOCIATES Page 28 Bicycle Level of Service Appendix H shows a map of the area that is within 1320 feet of the Ziegler-Corbett Mixed-Use ODP site. Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of the Ziegler-Corbett Mixed-Use ODP 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 H. 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 Mixed-Use ODP MTIS, November 2021 ASSOCIATES Page 29 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the transportation impacts associated with the development of the Ziegler-Corbett Mixed-Use ODP in Fort Collins, Colorado. This study analyzed the transportation impacts in the long range (2040) future. As a result of these analyses, the following is concluded: • Development of the Ziegler-Corbett Mixed-Use ODP site is feasible from a traffic engineering standpoint. The trip generation for full development of the Ziegler- Corbett Mixed-Use ODP site resulted in 4,576 daily trip ends, 307 morning peak hour trip ends, and 392 afternoon peak hour trip ends. • Current operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, and Ziegler/Paddington-Grand Teton intersections is acceptable based upon City of Fort Collins evaluation criteria. • The Ziegler/Paddington-Grand Teton stop sign controlled intersection does not meet the signal warrant criteria. If some of traffic volumes from the English Ranch and Woodland Park subdivisions were redistributed as if there were a signal at the Ziegler/Paddington-Grand Teton intersection, the eastbound morning peak hour approach volume (on Paddington Road) will exceed the minor street threshold. • The long range (2040) geometry is shown in Figure 13. • With long range (2040) traffic and the Ziegler-Corbett Mixed-Use ODP development, the operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Site Access, Ziegler/Hidden Pond, and Ziegler/ Paddington-Grand Teton intersections will meet the Fort Collins level of service standards in the peak hours without and with a connection to Paddington Road using the recommended/existing control and geometry. 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 APPENDIX C HCM 6th Signalized Intersection Summary Recent AM 9: Ziegler & Council Tree/Broadcom 10/07/2021 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 10/07/2021 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 10/07/2021 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 10/07/2021 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 0 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 406 2053 916 Arrive On Green 0.22 0.22 0.21 0.22 0.22 0.22 0.09 0.64 0.00 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 0 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 406 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 466 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 0.00 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 0.0 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 0.0 9.8 16.7 11.2 LnGrp LOS D A DDDD BBAABB Approach Vol, veh/h 344 125 1288 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 10/07/2021 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 10/07/2021 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 10/08/2021 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 10/08/2021 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 10/08/2021 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 10/08/2021 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 11/29/2021 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 11/29/2021 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 - - 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 AM 95 VPHAM 2605 VPH PM 3155 VPHEB PM 80 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.MUTCD, 2003 EDITION, PAGE 4C-7 400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB AM 95 VPHAM 2605 VPH PM 3155 VPHEB PM 80 VPH400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB AM 95 VPHAM 2605 VPH PM 3155 VPHEB PM 80 VPH400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB AM 95 VPHAM 2605 VPH PM 3155 VPHEB PM 80 VPHLONG RANGE (2040) BACKGROUND PEAK HOUR WARRANT AT ZIEGLER/PADDINGTON-GRAND TETON INTERSECTIONWITH A CONNECTION TO PADDINGTON ROAD 400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB AM 60 VPHAM 2735 VPH PM 3320 VPHEB PM 60 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 (2040) TOTAL PEAK HOUR WARRANT AT ZIEGLER/PADDINGTON-GRAND TETON INTERSECTION WITHOUT A CONNECTION TO PADDINGTON ROADMUTCD, 2003 EDITION, PAGE 4C-7 400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB AM 60 VPHAM 2735 VPH PM 3320 VPHEB PM 60 VPH400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB AM 60 VPHAM 2735 VPH PM 3320 VPHEB PM 60 VPH400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB AM 60 VPHAM 2735 VPH PM 3320 VPHEB PM 60 VPH 400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB AM 115 VPHAM 2665 VPH PM 3250 VPHEB PM 95 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 (2040) TOTAL PEAK HOUR WARRANT AT ZIEGLER/PADDINGTON-GRAND TETON INTERSECTIONWITH A CONNECTION TO PADDINGTON ROADMUTCD, 2003 EDITION, PAGE 4C-7 400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB AM 115 VPHAM 2665 VPH PM 3250 VPHEB PM 95 VPH400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB AM 115 VPHAM 2665 VPH PM 3250 VPHEB PM 95 VPH400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB AM 115 VPHAM 2665 VPH PM 3250 VPHEB PM 95 VPH APPENDIX E HCM 6th Signalized Intersection Summary Long Bkgrd AM 9: Ziegler & Council Tree/Broadcom 10/08/2021 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) 45 20 80 5 10 5 110 1235 55 110 1145 95 Future Volume (veh/h) 45 20 80 5 10 5 110 1235 55 110 1145 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 47 21 6 5 11 1 116 1300 21 116 1205 67 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 147 89 25 134 119 101 428 2734 1219 409 2734 1219 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 1402 1399 400 1383 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 47 0 27 5 11 1 116 1300 21 116 1205 67 Grp Sat Flow(s),veh/h/ln 1402 0 1798 1383 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 3.6 0.0 1.6 0.4 0.6 0.1 1.4 14.6 0.3 1.4 13.0 1.1 Cycle Q Clear(g_c), s 4.2 0.0 1.6 2.0 0.6 0.1 1.4 14.6 0.3 1.4 13.0 1.1 Prop In Lane 1.00 0.22 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 147 0 114 134 119 101 428 2734 1219 409 2734 1219 V/C Ratio(X) 0.32 0.00 0.24 0.04 0.09 0.01 0.27 0.48 0.02 0.28 0.44 0.05 Avail Cap(c_a), veh/h 402 0 441 385 459 389 478 2734 1219 670 2734 1219 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 50.5 0.0 49.1 49.9 48.5 48.3 3.1 4.6 3.0 3.4 4.4 3.1 Incr Delay (d2), s/veh 1.2 0.0 1.0 0.1 0.3 0.0 0.3 0.6 0.0 0.4 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 1.3 0.0 0.7 0.1 0.3 0.0 0.3 3.8 0.1 0.3 3.4 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 51.7 0.0 50.1 50.0 48.8 48.3 3.4 5.2 3.0 3.8 4.9 3.1 LnGrp LOS D A DDDD AAAAAA Approach Vol, veh/h 74 17 1437 1388 Approach Delay, s/veh 51.1 49.2 5.0 4.8 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.9 90.1 12.0 7.9 90.1 12.0 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 15.0 6.2 3.4 16.6 4.0 Green Ext Time (p_c), s 0.1 10.9 0.2 0.2 10.9 0.0 Intersection Summary HCM 6th Ctrl Delay 6.3 HCM 6th LOS A Timing Report, Sorted By Phase Long Bkgrd AM 9: Ziegler & Council Tree/Broadcom 10/08/2021 Synchro 11 Light Report lb 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 Long Bkgrd AM 9: Ziegler & Council Tree/Broadcom 10/08/2021 Synchro 11 Light Report lb am.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 47 105 5 11 5 116 1300 58 116 1205 100 v/c Ratio 0.29 0.40 0.04 0.05 0.02 0.31 0.54 0.05 0.32 0.49 0.09 Control Delay 45.9 16.9 38.2 38.6 0.2 5.5 11.6 0.3 5.6 9.9 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 45.9 16.9 38.2 38.6 0.2 5.5 11.6 0.3 5.6 9.9 2.1 Queue Length 50th (ft) 32 14 3 7 0 10 190 0 10 169 0 Queue Length 95th (ft) 58 55 13 21 0 44 440 3 44 351 23 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 342 465 289 457 474 387 2412 1113 527 2450 1126 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.14 0.23 0.02 0.02 0.01 0.30 0.54 0.05 0.22 0.49 0.09 Intersection Summary HCM 6th Signalized Intersection Summary Long Bkgrd PM 9: Ziegler & Council Tree/Broadcom 10/08/2021 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) 230 30 290 65 50 130 300 1215 15 40 1410 100 Future Volume (veh/h) 230 30 290 65 50 130 300 1215 15 40 1410 100 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 32 130 68 53 23 316 1279 1 42 1484 52 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 328 73 295 230 421 357 356 2235 997 301 1899 847 Arrive On Green 0.22 0.22 0.22 0.22 0.22 0.22 0.13 0.63 0.63 0.03 0.53 0.53 Sat Flow, veh/h 1323 323 1311 1224 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 242 0 162 68 53 23 316 1279 1 42 1484 52 Grp Sat Flow(s),veh/h/ln 1323 0 1634 1224 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 21.4 0.0 10.3 6.1 2.7 1.4 12.1 25.0 0.0 1.3 40.1 1.9 Cycle Q Clear(g_c), s 24.1 0.0 10.3 16.4 2.7 1.4 12.1 25.0 0.0 1.3 40.1 1.9 Prop In Lane 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 328 0 368 230 421 357 356 2235 997 301 1899 847 V/C Ratio(X) 0.74 0.00 0.44 0.30 0.13 0.06 0.89 0.57 0.00 0.14 0.78 0.06 Avail Cap(c_a), veh/h 328 0 368 230 421 357 395 2235 997 360 1899 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 46.7 0.0 40.4 47.1 37.1 36.6 30.3 12.9 8.3 12.3 22.3 13.5 Incr Delay (d2), s/veh 8.5 0.0 0.8 0.7 0.1 0.1 19.7 1.1 0.0 0.2 3.3 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 7.8 0.0 4.2 1.9 1.3 0.5 10.8 9.1 0.0 0.5 16.1 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 55.2 0.0 41.2 47.8 37.2 36.6 50.0 14.0 8.3 12.5 25.6 13.6 LnGrp LOS E A DDDDDBABCB Approach Vol, veh/h 404 144 1596 1578 Approach Delay, s/veh 49.6 42.1 21.1 24.9 Approach LOS DDCC Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 18.4 69.6 32.0 7.0 81.0 32.0 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 14.1 42.1 26.1 3.3 27.0 18.4 Green Ext Time (p_c), s 0.3 10.2 0.0 0.0 11.5 0.3 Intersection Summary HCM 6th Ctrl Delay 26.6 HCM 6th LOS C Timing Report, Sorted By Phase Long Bkgrd PM 9: Ziegler & Council Tree/Broadcom 10/08/2021 Synchro 11 Light Report lb 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 Long Bkgrd PM 9: Ziegler & Council Tree/Broadcom 10/08/2021 Synchro 11 Light Report lb pm.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 242 337 68 53 137 316 1279 16 42 1484 105 v/c Ratio 0.86 0.67 0.94 0.14 0.31 0.92 0.57 0.02 0.14 0.80 0.12 Control Delay 73.3 22.8 140.2 38.5 8.2 66.9 14.9 0.0 7.2 28.0 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 73.3 22.8 140.2 38.5 8.2 66.9 14.9 0.0 7.2 28.0 3.1 Queue Length 50th (ft) 178 86 51 33 0 188 306 0 9 490 0 Queue Length 95th (ft) #311 191 #144 69 52 #368 377 0 19 591 28 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 302 524 77 419 462 342 2240 1025 306 1852 878 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.80 0.64 0.88 0.13 0.30 0.92 0.57 0.02 0.14 0.80 0.12 Intersection Summary # 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 10/08/2021 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 10 10 1275 1340 50 Future Vol, veh/h 15 10 10 1275 1340 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 16 11 11 1342 1411 53 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2131 732 1464 0 - 0 Stage 1 1438 ----- Stage 2 693 ----- 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 42 364 457 - - - Stage 1 185 ----- Stage 2 457 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 41 364 457 - - - Mov Cap-2 Maneuver 133 ----- Stage 1 181 ----- Stage 2 457 ----- Approach EB NB SB HCM Control Delay, s 28.7 0.1 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 457 - 178 - - HCM Lane V/C Ratio 0.023 - 0.148 - - HCM Control Delay (s) 13.1 - 28.7 - - HCM Lane LOS B - D - - HCM 95th %tile Q(veh) 0.1 - 0.5 - - HCM 6th TWSC Long Bkgrd PM 22: Ziegler & Target Service Access 10/08/2021 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 50 60 15 1560 1490 105 Future Vol, veh/h 50 60 15 1560 1490 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 53 63 16 1642 1568 111 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2477 840 1679 0 - 0 Stage 1 1624 ----- Stage 2 853 ----- 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 ~ 25 309 378 - - - Stage 1 146 ----- Stage 2 378 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 24 309 378 - - - Mov Cap-2 Maneuver 102 ----- Stage 1 140 ----- Stage 2 378 ----- Approach EB NB SB HCM Control Delay, s 70.1 0.1 0 HCM LOS F Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 378 - 161 - - HCM Lane V/C Ratio 0.042 - 0.719 - - HCM Control Delay (s) 14.9 - 70.1 - - HCM Lane LOS B - F - - HCM 95th %tile Q(veh) 0.1 - 4.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Bkgrd AM 18: Ziegler & Hidden Pond 10/08/2021 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 1285 5 5 1385 Future Vol, veh/h 5 5 1285 5 5 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 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 5 5 1353 5 5 1458 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2095 679 0 0 1358 0 Stage 1 1356 ----- 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 45 394 - - 502 - Stage 1 205 ----- Stage 2 433 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 45 394 - - 502 - Mov Cap-2 Maneuver 144 ----- Stage 1 205 ----- Stage 2 429 ----- Approach WB NB SB HCM Control Delay, s 23 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 211 502 - HCM Lane V/C Ratio - - 0.05 0.01 - HCM Control Delay (s) - - 23 12.2 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC Long Bkgrd PM 18: Ziegler & Hidden Pond 10/08/2021 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 1605 5 5 1590 Future Vol, veh/h 5 5 1605 5 5 1590 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 1689 5 5 1674 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2539 847 0 0 1694 0 Stage 1 1692 ----- Stage 2 847 ----- 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 22 305 - - 373 - Stage 1 134 ----- Stage 2 381 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 22 305 - - 373 - Mov Cap-2 Maneuver 98 ----- Stage 1 134 ----- Stage 2 376 ----- Approach WB NB SB HCM Control Delay, s 31.2 0 0 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 148 373 - HCM Lane V/C Ratio - - 0.071 0.014 - HCM Control Delay (s) - - 31.2 14.8 - HCM Lane LOS - - D B - HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC Long Bkgrd AM 15: Ziegler & Paddington/Grand Teton 11/28/2021 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 3.1 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 1245 10 5 1320 5 Future Vol, veh/h 5 0 55 15 0 15 35 1245 10 5 1320 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 1311 11 5 1389 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2132 2798 697 2096 2795 661 1394 0 0 1322 0 0 Stage 1 1402 1402 - 1391 1391 ------- Stage 2 730 1396 - 705 1404 ------- 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 28 18 383 30 18 405 487 - - 519 - - Stage 1 147 205 - 150 207 ------- Stage 2 380 206 - 393 204 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 25 16 383 24 16 405 487 - - 519 - - Mov Cap-2 Maneuver 25 16 - 24 16 ------- Stage 1 136 203 - 139 191 ------- Stage 2 337 190 - 330 202 ------- Approach EB WB NB SB HCM Control Delay, s 36.8 190.4 0.4 0 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 487 - - 175 45 519 - - HCM Lane V/C Ratio 0.076 - - 0.361 0.702 0.01 - - HCM Control Delay (s) 13 - - 36.8 190.4 12 - - HCM Lane LOS B - - E F B - - HCM 95th %tile Q(veh) 0.2 - - 1.5 2.7 0 - - HCM 6th TWSC Long Bkgrd PM 15: Ziegler & Paddington/Grand Teton 11/28/2021 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 4.4 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 1525 15 15 1535 10 Future Vol, veh/h 5 0 55 5 0 15 70 1525 15 15 1535 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 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 0 58 5 0 16 74 1605 16 16 1616 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2605 3423 814 2601 3420 811 1627 0 0 1621 0 0 Stage 1 1654 1654 - 1761 1761 ------- Stage 2 951 1769 - 840 1659 ------- 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 12 7 321 12 7 322 396 - - 398 - - Stage 1 102 154 - 87 136 ------- Stage 2 279 135 - 326 153 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 9 5 321 8 5 322 396 - - 398 - - Mov Cap-2 Maneuver 9 5 - 8 5 ------- Stage 1 83 148 - 71 111 ------- Stage 2 216 110 - 256 147 ------- Approach EB WB NB SB HCM Control Delay, s 127.8 263.8 0.7 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 396 - - 83 30 398 - - HCM Lane V/C Ratio 0.186 - - 0.761 0.702 0.04 - - HCM Control Delay (s) 16.2 - - 127.8 263.8 14.4 - - HCM Lane LOS C - - F F B - - HCM 95th %tile Q(veh) 0.7 - - 3.8 2.3 0.1 - - HCM 6th Signalized Intersection Summary Long Bkgrd AM 15: Ziegler & Paddington/Grand Teton Signal 11/28/2021 Synchro 11 Light Report lb am signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 40 0 55 30 0 15 35 1245 10 5 1305 5 Future Volume (veh/h) 40 0 55 30 0 15 35 1245 10 5 1305 5 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 0 1 32 0 1 37 1311 11 5 1374 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 142 0 2 144 0 2 395 2931 25 420 2859 10 Arrive On Green 0.04 0.00 0.04 0.04 0.00 0.04 0.05 1.00 1.00 0.02 0.79 0.78 Sat Flow, veh/h 1543 0 37 1594 0 50 1781 3611 30 1781 3632 13 Grp Volume(v), veh/h 43 0 0 33 0 0 37 645 677 5 672 707 Grp Sat Flow(s),veh/h/ln 1580 0 0 1644 0 0 1781 1777 1865 1781 1777 1868 Q Serve(g_s), s 0.8 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.1 14.2 14.2 Cycle Q Clear(g_c), s 2.8 0.0 0.0 2.0 0.0 0.0 0.4 0.0 0.0 0.1 14.2 14.2 Prop In Lane 0.98 0.02 0.97 0.03 1.00 0.02 1.00 0.01 Lane Grp Cap(c), veh/h 129 0 0 132 0 0 395 1442 1514 420 1399 1471 V/C Ratio(X) 0.33 0.00 0.00 0.25 0.00 0.00 0.09 0.45 0.45 0.01 0.48 0.48 Avail Cap(c_a), veh/h 304 0 0 306 0 0 437 1442 1514 506 1399 1471 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 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 51.4 0.0 0.0 51.1 0.0 0.0 2.6 0.0 0.0 2.1 4.0 4.0 Incr Delay (d2), s/veh 1.5 0.0 0.0 1.0 0.0 0.0 0.1 1.0 1.0 0.0 1.2 1.1 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 0.0 0.9 0.0 0.0 0.1 0.4 0.4 0.0 3.6 3.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.9 0.0 0.0 52.0 0.0 0.0 2.7 1.0 1.0 2.2 5.2 5.1 LnGrp LOS D A A D AAAAAAAA Approach Vol, veh/h 43 33 1359 1384 Approach Delay, s/veh 52.9 52.0 1.0 5.1 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 4.7 94.8 10.5 7.4 92.1 10.5 Change Period (Y+Rc), s 4.0 6.5 6.0 4.0 6.5 6.0 Max Green Setting (Gmax), s 6.0 69.5 18.0 6.0 69.5 18.0 Max Q Clear Time (g_c+I1), s 2.1 2.0 4.8 2.4 16.2 4.0 Green Ext Time (p_c), s 0.0 11.3 0.1 0.0 11.9 0.1 Intersection Summary HCM 6th Ctrl Delay 4.4 HCM 6th LOS A Timing Report, Sorted By Phase Long Bkgrd AM 15: Ziegler & Paddington/Grand Teton Signal 11/28/2021 Synchro 11 Light Report lb am signal.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 76 24 10 76 24 Maximum Split (%) 9.1% 69.1% 21.8% 9.1% 69.1% 21.8% Minimum Split (s) 9.5 24.5 24 9.5 24.5 24 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s)123123 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 76 100 0 76 End Time (s) 0 76 100 0 76 100 Yield/Force Off (s) 106 69.5 94 106 69.5 94 Yield/Force Off 170(s) 106 58.5 83 106 58.5 83 Local Start Time (s) 100 0 76 100 0 76 Local Yield (s) 106 69.5 94 106 69.5 94 Local Yield 170(s) 106 58.5 83 106 58.5 83 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 15: Ziegler & Paddington/Grand Teton Queues Long Bkgrd AM 15: Ziegler & Paddington/Grand Teton Signal 11/28/2021 Synchro 11 Light Report lb am signal.syn Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 100 48 37 1322 5 1379 v/c Ratio 0.52 0.28 0.11 0.47 0.01 0.51 Control Delay 26.0 8.6 3.5 9.7 2.0 6.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.0 8.6 3.5 9.7 2.0 6.8 Queue Length 50th (ft) 18 0 3 111 1 188 Queue Length 95th (ft) 68 18 m15 594 3 295 Internal Link Dist (ft) 304 272 370 1188 Turn Bay Length (ft) 200 200 Base Capacity (vph) 321 269 345 2837 380 2704 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.31 0.18 0.11 0.47 0.01 0.51 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Bkgrd PM 15: Ziegler & Paddington/Grand Teton Signal 11/29/2021 Synchro 11 Light Report lb pm signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 0 55 5 0 15 70 1525 15 15 1535 10 Future Volume (veh/h) 5 0 55 5 0 15 70 1525 15 15 1535 10 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 501501741605 16 16 1616 11 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 83 0 6 83 0 6 351 3028 30 361 2963 20 Arrive On Green 0.01 0.00 0.01 0.01 0.00 0.01 0.06 1.00 1.00 0.03 0.82 0.81 Sat Flow, veh/h 1272 0 254 1272 0 254 1781 3605 36 1781 3618 25 Grp Volume(v), veh/h 6006007479083116793834 Grp Sat Flow(s),veh/h/ln 1527 0 0 1527 0 0 1781 1777 1864 1781 1777 1866 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.2 17.5 17.6 Cycle Q Clear(g_c), s 0.4 0.0 0.0 0.4 0.0 0.0 0.6 0.0 0.0 0.2 17.5 17.6 Prop In Lane 0.83 0.17 0.83 0.17 1.00 0.02 1.00 0.01 Lane Grp Cap(c), veh/h 76 0 0 76 0 0 351 1492 1565 361 1455 1528 V/C Ratio(X) 0.08 0.00 0.00 0.08 0.00 0.00 0.21 0.53 0.53 0.04 0.55 0.55 Avail Cap(c_a), veh/h 272 0 0 272 0 0 402 1492 1565 419 1455 1528 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 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 58.1 0.0 0.0 58.1 0.0 0.0 2.9 0.0 0.0 1.5 3.6 3.6 Incr Delay (d2), s/veh 0.4 0.0 0.0 0.4 0.0 0.0 0.3 1.3 1.3 0.1 1.5 1.4 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 0.2 0.0 0.0 0.2 0.0 0.0 0.2 0.6 0.6 0.0 4.1 4.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 58.5 0.0 0.0 58.5 0.0 0.0 3.2 1.3 1.3 1.5 5.0 5.0 LnGrp LOS EAAEAAAAAAAA Approach Vol, veh/h 6 6 1695 1643 Approach Delay, s/veh 58.5 58.5 1.4 5.0 Approach LOS EEAA Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.1 106.3 7.6 8.6 103.8 7.6 Change Period (Y+Rc), s 4.0 6.5 6.0 4.0 6.5 6.0 Max Green Setting (Gmax), s 6.0 79.5 18.0 8.0 77.5 18.0 Max Q Clear Time (g_c+I1), s 2.2 2.0 2.4 2.6 19.6 2.4 Green Ext Time (p_c), s 0.0 17.4 0.0 0.1 16.9 0.0 Intersection Summary HCM 6th Ctrl Delay 3.4 HCM 6th LOS A Timing Report, Sorted By Phase Long Bkgrd PM 15: Ziegler & Paddington/Grand Teton Signal 11/29/2021 Synchro 11 Light Report lb pm signal.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 86 24 12 84 24 Maximum Split (%) 8.3% 71.7% 20.0% 10.0% 70.0% 20.0% Minimum Split (s) 9.5 24.5 24 9.5 24.5 24 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s)123123 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) 108 118 84 108 0 84 End Time (s) 118 84 108 0 84 108 Yield/Force Off (s) 114 77.5 102 116 77.5 102 Yield/Force Off 170(s) 114 66.5 91 116 66.5 91 Local Start Time (s) 108 118 84 108 0 84 Local Yield (s) 114 77.5 102 116 77.5 102 Local Yield 170(s) 114 66.5 91 116 66.5 91 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: 15: Ziegler & Paddington/Grand Teton Queues Long Bkgrd PM 15: Ziegler & Paddington/Grand Teton Signal 11/29/2021 Synchro 11 Light Report lb pm signal.syn Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 63 21 74 1621 16 1627 v/c Ratio 0.39 0.13 0.26 0.54 0.05 0.57 Control Delay 18.3 1.8 4.3 10.8 1.6 6.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 18.3 1.8 4.3 10.8 1.6 6.5 Queue Length 50th (ft) 0 0 11 333 1 232 Queue Length 95th (ft) 40 0 m22 534 4 341 Internal Link Dist (ft) 304 272 370 1188 Turn Bay Length (ft) 200 200 Base Capacity (vph) 307 292 313 2990 303 2862 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.21 0.07 0.24 0.54 0.05 0.57 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. APPENDIX F HCM 6th Signalized Intersection Summary Long Total AM 9: Ziegler & Council Tree/Broadcom No Connection to Paddington Road 10/13/2021 Synchro 11 Light Report lt am no connect.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 60 20 80 5 10 5 110 1275 55 110 1215 95 Future Volume (veh/h) 60 20 80 5 10 5 110 1275 55 110 1215 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 63 21 6 5 11 1 116 1342 21 116 1279 67 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 164 106 30 151 142 120 396 2690 1200 388 2690 1200 Arrive On Green 0.08 0.08 0.07 0.08 0.08 0.08 0.04 0.76 0.76 0.04 0.76 0.76 Sat Flow, veh/h 1402 1399 400 1383 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 63 0 27 5 11 1 116 1342 21 116 1279 67 Grp Sat Flow(s),veh/h/ln 1402 0 1798 1383 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 4.8 0.0 1.6 0.4 0.6 0.1 1.5 16.2 0.4 1.5 15.0 1.2 Cycle Q Clear(g_c), s 5.4 0.0 1.6 1.9 0.6 0.1 1.5 16.2 0.4 1.5 15.0 1.2 Prop In Lane 1.00 0.22 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 164 0 136 151 142 120 396 2690 1200 388 2690 1200 V/C Ratio(X) 0.38 0.00 0.20 0.03 0.08 0.01 0.29 0.50 0.02 0.30 0.48 0.06 Avail Cap(c_a), veh/h 402 0 441 385 459 389 447 2690 1200 649 2690 1200 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 49.8 0.0 47.8 48.6 47.2 47.0 3.8 5.2 3.3 4.0 5.1 3.4 Incr Delay (d2), s/veh 1.5 0.0 0.7 0.1 0.2 0.0 0.4 0.7 0.0 0.4 0.6 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 1.8 0.0 0.7 0.1 0.3 0.0 0.4 4.4 0.1 0.4 4.1 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 51.2 0.0 48.5 48.7 47.5 47.0 4.2 5.9 3.3 4.4 5.7 3.5 LnGrp LOS D A DDDD AAAAAA Approach Vol, veh/h 90 17 1479 1462 Approach Delay, s/veh 50.4 47.8 5.7 5.5 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.9 88.8 13.3 7.9 88.8 13.3 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 3.5 17.0 7.4 3.5 18.2 3.9 Green Ext Time (p_c), s 0.1 11.9 0.2 0.2 11.2 0.0 Intersection Summary HCM 6th Ctrl Delay 7.2 HCM 6th LOS A Timing Report, Sorted By Phase Long Total AM 9: Ziegler & Council Tree/Broadcom No Connection to Paddington Road 10/13/2021 Synchro 11 Light Report lt am no connect.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 Long Total AM 9: Ziegler & Council Tree/Broadcom No Connection to Paddington Road 10/13/2021 Synchro 11 Light Report lt am no connect.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 63 105 5 11 5 116 1342 58 116 1279 100 v/c Ratio 0.37 0.38 0.03 0.05 0.02 0.33 0.56 0.05 0.34 0.53 0.09 Control Delay 47.5 16.2 37.4 38.0 0.2 6.1 12.3 0.3 6.0 10.8 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 47.5 16.2 37.4 38.0 0.2 6.1 12.3 0.3 6.0 10.8 2.1 Queue Length 50th (ft) 42 14 3 7 0 12 210 0 12 195 0 Queue Length 95th (ft) 73 55 13 21 0 44 462 3 44 384 23 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 342 465 292 457 474 357 2385 1102 512 2422 1114 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.18 0.23 0.02 0.02 0.01 0.32 0.56 0.05 0.23 0.53 0.09 Intersection Summary HCM 6th Signalized Intersection Summary Long Total PM 9: Ziegler & Council Tree/Broadcom No Connection to Paddington Road 10/13/2021 Synchro 11 Light Report lt pm no connect.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 280 30 290 65 50 130 300 1290 15 40 1475 100 Future Volume (veh/h) 280 30 290 65 50 130 300 1290 15 40 1475 100 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 295 32 137 68 53 28 316 1358 1 42 1553 49 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 349 75 320 247 452 383 354 2176 971 269 1782 795 Arrive On Green 0.24 0.24 0.23 0.24 0.24 0.24 0.14 0.61 0.61 0.03 0.50 0.50 Sat Flow, veh/h 1317 309 1323 1216 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 295 0 169 68 53 28 316 1358 1 42 1553 49 Grp Sat Flow(s),veh/h/ln 1317 0 1632 1216 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 26.3 0.0 10.6 6.0 2.7 1.6 14.3 28.8 0.0 1.3 46.4 1.9 Cycle Q Clear(g_c), s 29.0 0.0 10.6 16.6 2.7 1.6 14.3 28.8 0.0 1.3 46.4 1.9 Prop In Lane 1.00 0.81 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 349 0 394 247 452 383 354 2176 971 269 1782 795 V/C Ratio(X) 0.84 0.00 0.43 0.28 0.12 0.07 0.89 0.62 0.00 0.16 0.87 0.06 Avail Cap(c_a), veh/h 349 0 394 247 452 383 363 2176 971 328 1782 795 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 47.1 0.0 38.9 45.5 35.5 35.1 34.7 14.6 9.0 14.4 26.5 15.4 Incr Delay (d2), s/veh 17.0 0.0 0.7 0.6 0.1 0.1 23.0 1.4 0.0 0.3 6.2 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 10.4 0.0 4.3 1.9 1.2 0.6 11.1 10.7 0.0 0.5 19.6 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 64.1 0.0 39.6 46.1 35.6 35.2 57.7 16.0 9.0 14.7 32.7 15.5 LnGrp LOS E A DDDD EBABCB Approach Vol, veh/h 464 149 1675 1644 Approach Delay, s/veh 55.2 40.3 23.8 31.7 Approach LOS E D C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 20.3 65.7 34.0 7.0 79.0 34.0 Change Period (Y+Rc), s 4.0 6.5 6.0 4.0 6.5 6.0 Max Green Setting (Gmax), s 17.0 58.5 28.0 7.0 68.5 28.0 Max Q Clear Time (g_c+I1), s 16.3 48.4 31.0 3.3 30.8 18.6 Green Ext Time (p_c), s 0.1 6.9 0.0 0.0 12.3 0.3 Intersection Summary HCM 6th Ctrl Delay 31.5 HCM 6th LOS C Timing Report, Sorted By Phase Long Total PM 9: Ziegler & Council Tree/Broadcom No Connection to Paddington Road 10/13/2021 Synchro 11 Light Report lt pm no connect.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 65 34 11 75 34 Maximum Split (%) 17.5% 54.2% 28.3% 9.2% 62.5% 28.3% 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) 38 59 4 38 49 4 End Time (s) 59 4 38 49 4 38 Yield/Force Off (s) 55 117.5 32 45 117.5 32 Yield/Force Off 170(s) 55 103.5 13 45 101.5 13 Local Start Time (s) 34 55 0 34 45 0 Local Yield (s) 51 113.5 28 41 113.5 28 Local Yield 170(s) 51 99.5 9 41 97.5 9 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 Long Total PM 9: Ziegler & Council Tree/Broadcom No Connection to Paddington Road 10/13/2021 Synchro 11 Light Report lt pm no connect.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 295 337 68 53 137 316 1358 16 42 1553 105 v/c Ratio 0.93 0.63 0.65 0.12 0.29 0.95 0.63 0.02 0.16 0.88 0.12 Control Delay 81.4 20.4 71.3 36.5 7.6 73.6 17.5 0.0 8.2 33.9 3.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 81.4 20.4 71.3 36.5 7.6 73.6 17.5 0.0 8.2 33.9 3.4 Queue Length 50th (ft) 223 83 48 32 0 192 353 0 9 552 0 Queue Length 95th (ft) #391 186 #120 67 50 #375 433 0 20 664 29 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 325 548 107 450 486 332 2148 986 267 1769 843 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.91 0.61 0.64 0.12 0.28 0.95 0.63 0.02 0.16 0.88 0.12 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Long Total AM 22: Ziegler & Target Service Access No Connection to Paddington Road 10/13/2021 Synchro 11 Light Report lt am no connect.syn Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 10 1330 1410 50 Future Vol, veh/h 0 10 10 1330 1410 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 1400 1484 53 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 769 1537 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 0 344 429 - - - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 344 429 - - - Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 15.8 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 429 - 344 - - HCM Lane V/C Ratio 0.025 - 0.031 - - HCM Control Delay (s) 13.6 - 15.8 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - HCM 6th TWSC Long Total PM 22: Ziegler & Target Service Access No Connection to Paddington Road 10/13/2021 Synchro 11 Light Report lt pm no connect.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 60 15 1685 1555 105 Future Vol, veh/h 0 60 15 1685 1555 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 0 63 16 1774 1637 111 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 874 1748 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 0 293 355 - - - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 293 355 - - - Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 20.6 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 355 - 293 - - HCM Lane V/C Ratio 0.044 - 0.216 - - HCM Control Delay (s) 15.6 - 20.6 - - HCM Lane LOS C - C - - HCM 95th %tile Q(veh) 0.1 - 0.8 - - HCM 6th TWSC Long Total AM 2: Ziegler & Site Access No Connection to Paddington Road 10/08/2021 Synchro 11 Light Report lt am no connect.syn Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 70 70 40 1290 1390 45 Future Vol, veh/h 70 70 40 1290 1390 45 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 130 - - 100 Veh in Median Storage, # 2 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 74 74 42 1358 1463 47 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2226 732 1510 0 - 0 Stage 1 1463 ----- Stage 2 763 ----- 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 ~ 37 364 439 - - - Stage 1 179 ----- Stage 2 421 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 33 364 439 - - - Mov Cap-2 Maneuver 144 ----- Stage 1 162 ----- Stage 2 421 ----- Approach EB NB SB HCM Control Delay, s 35.6 0.4 0 HCM LOS E Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 439 - 144 364 - - HCM Lane V/C Ratio 0.096 - 0.512 0.202 - - HCM Control Delay (s) 14.1 - 53.7 17.4 - - HCM Lane LOS B - F C - - HCM 95th %tile Q(veh) 0.3 - 2.5 0.7 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total PM 2: Ziegler & Site Access No Connection to Paddington Road 10/08/2021 Synchro 11 Light Report lt pm no connect.syn Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 70 65 75 1610 1595 80 Future Vol, veh/h 70 65 75 1610 1595 80 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 130 - - 100 Veh in Median Storage, # 2 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 74 68 79 1695 1679 84 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2685 840 1763 0 - 0 Stage 1 1679 ----- Stage 2 1006 ----- 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 ~ 18 309 350 - - - Stage 1 137 ----- Stage 2 314 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 14 309 350 - - - Mov Cap-2 Maneuver 95 ----- Stage 1 106 ----- Stage 2 314 ----- Approach EB NB SB HCM Control Delay, s 70.8 0.8 0 HCM LOS F Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 350 - 95 309 - - HCM Lane V/C Ratio 0.226 - 0.776 0.221 - - HCM Control Delay (s) 18.3 - 118 19.9 - - HCM Lane LOS C - F C - - HCM 95th %tile Q(veh) 0.9 - 4.1 0.8 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total AM 18: Ziegler & Hidden Pond No Connection to Paddington Road 10/08/2021 Synchro 11 Light Report lt am no connect.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 5 1355 5 5 1430 Future Vol, veh/h 5 5 1355 5 5 1430 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 1426 5 5 1505 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2192 716 0 0 1431 0 Stage 1 1429 ----- Stage 2 763 ----- 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 39 373 - - 471 - Stage 1 187 ----- Stage 2 421 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 39 373 - - 471 - Mov Cap-2 Maneuver 133 ----- Stage 1 187 ----- Stage 2 416 ----- Approach WB NB SB HCM Control Delay, s 24.4 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 196 471 - HCM Lane V/C Ratio - - 0.054 0.011 - HCM Control Delay (s) - - 24.4 12.7 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC Long Total PM 18: Ziegler & Hidden Pond No Connection to Paddington Road 10/08/2021 Synchro 11 Light Report lt pm no connect.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 5 1675 5 5 1670 Future Vol, veh/h 5 5 1675 5 5 1670 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 1763 5 5 1758 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2655 884 0 0 1768 0 Stage 1 1766 ----- Stage 2 889 ----- 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 18 288 - - 349 - Stage 1 122 ----- Stage 2 362 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 18 288 - - 349 - Mov Cap-2 Maneuver 89 ----- Stage 1 122 ----- Stage 2 357 ----- Approach WB NB SB HCM Control Delay, s 33.7 0 0 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 136 349 - HCM Lane V/C Ratio - - 0.077 0.015 - HCM Control Delay (s) - - 33.7 15.5 - HCM Lane LOS - - D C - HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC Long Total AM 15: Ziegler & Paddington/Grand Teton No Connection to Paddington Road 11/29/2021 Synchro 11 Light Report lt am no connect.syn Intersection Int Delay, s/veh 3.8 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 1315 10 5 1365 5 Future Vol, veh/h 5 0 55 15 0 15 35 1315 10 5 1365 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 1384 11 5 1437 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2216 2919 721 2193 2916 698 1442 0 0 1395 0 0 Stage 1 1450 1450 - 1464 1464 ------- Stage 2 766 1469 - 729 1452 ------- 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 24 15 370 25 15 383 466 - - 486 - - Stage 1 137 194 - 135 191 ------- Stage 2 361 190 - 380 194 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 21 14 370 20 14 383 466 - - 486 - - Mov Cap-2 Maneuver 21 14 - 20 14 ------- Stage 1 126 192 - 124 176 ------- Stage 2 319 175 - 317 192 ------- Approach EB WB NB SB HCM Control Delay, s 43.3 253.7 0.3 0 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 466 - - 155 38 486 - - HCM Lane V/C Ratio 0.079 - - 0.407 0.831 0.011 - - HCM Control Delay (s) 13.4 - - 43.3 253.7 12.5 - - HCM Lane LOS B - - E F B - - HCM 95th %tile Q(veh) 0.3 - - 1.8 3.1 0 - - HCM 6th TWSC Long Total PM 15: Ziegler & Paddington/Grand Teton No Connection to Paddington Road 11/29/2021 Synchro 11 Light Report lt pm no connect.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 5 0 15 70 1595 15 15 1615 10 Future Vol, veh/h 5 0 55 5 0 15 70 1595 15 15 1615 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 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 0 58 5 0 16 74 1679 16 16 1700 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2726 3581 856 2717 3578 848 1711 0 0 1695 0 0 Stage 1 1738 1738 - 1835 1835 ------- Stage 2 988 1843 - 882 1743 ------- 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 10 5 301 10 5 305 367 - - 372 - - Stage 1 90 140 - 78 125 ------- Stage 2 265 124 - 307 139 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 8 4 301 7 4 305 367 - - 372 - - Mov Cap-2 Maneuver 8 4 - 7 4 ------- Stage 1 72 134 - 62 100 ------- Stage 2 201 99 - 237 133 ------- Approach EB WB NB SB HCM Control Delay, s 161.3 $ 329.3 0.7 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 367 - - 74 26 372 - - HCM Lane V/C Ratio 0.201 - - 0.853 0.81 0.042 - - HCM Control Delay (s) 17.3 - - 161.3$ 329.3 15.1 - - HCM Lane LOS C - - F F C - - HCM 95th %tile Q(veh) 0.7 - - 4.2 2.5 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX G HCM 6th TWSC Long Total AM 2: Ziegler & Site Access With a Connection to Paddington Road 11/29/2021 Synchro 11 Light Report lt am connect signal.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 20 70 40 1290 1390 35 Future Vol, veh/h 20 70 40 1290 1390 35 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 130 - - 100 Veh in Median Storage, # 2 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 21 74 42 1358 1463 37 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2226 732 1500 0 - 0 Stage 1 1463 ----- Stage 2 763 ----- 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 37 364 443 - - - Stage 1 179 ----- Stage 2 421 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 33 364 443 - - - Mov Cap-2 Maneuver 144 ----- Stage 1 162 ----- Stage 2 421 ----- Approach EB NB SB HCM Control Delay, s 21.1 0.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 443 - 144 364 - - HCM Lane V/C Ratio 0.095 - 0.146 0.202 - - HCM Control Delay (s) 14 - 34.2 17.4 - - HCM Lane LOS B - D C - - HCM 95th %tile Q(veh) 0.3 - 0.5 0.7 - - HCM 6th TWSC Long Total PM 2: Ziegler & Site Access With a Connection to Paddington Road 11/29/2021 Synchro 11 Light Report lt pm connect signal.syn Intersection Int Delay, s/veh 1.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 30 65 75 1610 1595 55 Future Vol, veh/h 30 65 75 1610 1595 55 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 130 - - 100 Veh in Median Storage, # 2 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 32 68 79 1695 1679 58 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2685 840 1737 0 - 0 Stage 1 1679 ----- Stage 2 1006 ----- 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 ~ 18 309 358 - - - Stage 1 137 ----- Stage 2 314 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 14 309 358 - - - Mov Cap-2 Maneuver 96 ----- Stage 1 107 ----- Stage 2 314 ----- Approach EB NB SB HCM Control Delay, s 32.5 0.8 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 358 - 96 309 - - HCM Lane V/C Ratio 0.221 - 0.329 0.221 - - HCM Control Delay (s) 17.9 - 59.9 19.9 - - HCM Lane LOS C - F C - - HCM 95th %tile Q(veh) 0.8 - 1.3 0.8 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total AM 18: Ziegler & Hidden Pond With a Connection to Paddington Road 11/29/2021 Synchro 11 Light Report lt am connect signal.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 5 1305 5 5 1420 Future Vol, veh/h 5 5 1305 5 5 1420 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 1374 5 5 1495 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2135 690 0 0 1379 0 Stage 1 1377 ----- Stage 2 758 ----- 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 42 388 - - 493 - Stage 1 199 ----- Stage 2 423 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 42 388 - - 493 - Mov Cap-2 Maneuver 140 ----- Stage 1 199 ----- Stage 2 419 ----- Approach WB NB SB HCM Control Delay, s 23.4 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 206 493 - HCM Lane V/C Ratio - - 0.051 0.011 - HCM Control Delay (s) - - 23.4 12.4 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC Long Total PM 18: Ziegler & Hidden Pond With a Connection to Paddington Road 11/29/2021 Synchro 11 Light Report lt pm connect signal.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 5 1635 5 5 1645 Future Vol, veh/h 5 5 1635 5 5 1645 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 1721 5 5 1732 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2600 863 0 0 1726 0 Stage 1 1724 ----- Stage 2 876 ----- 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 20 298 - - 362 - Stage 1 129 ----- Stage 2 368 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 20 298 - - 362 - Mov Cap-2 Maneuver 94 ----- Stage 1 129 ----- Stage 2 363 ----- Approach WB NB SB HCM Control Delay, s 32.2 0 0 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 143 362 - HCM Lane V/C Ratio - - 0.074 0.015 - HCM Control Delay (s) - - 32.2 15.1 - HCM Lane LOS - - D C - HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th Signalized Intersection Summary Long Total AM 15: Ziegler & Paddington/Grand Teton With a Connection to Paddington Road 11/29/2021 Synchro 11 Light Report lt am connect signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 60 0 55 30 0 15 35 1265 10 5 1340 10 Future Volume (veh/h) 60 0 55 30 0 15 35 1265 10 5 1340 10 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 63 0 1 32 0 1 37 1332 11 5 1411 11 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 164 0 2 170 1 3 372 2876 24 407 2790 22 Arrive On Green 0.06 0.00 0.06 0.06 0.00 0.06 0.08 1.00 1.00 0.02 0.77 0.76 Sat Flow, veh/h 1509 0 24 1609 18 51 1781 3612 30 1781 3614 28 Grp Volume(v), veh/h 64 0 0 33 0 0 37 655 688 5 694 728 Grp Sat Flow(s),veh/h/ln 1533 0 0 1678 0 0 1781 1777 1865 1781 1777 1865 Q Serve(g_s), s 2.4 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.1 16.1 16.1 Cycle Q Clear(g_c), s 4.4 0.0 0.0 2.0 0.0 0.0 0.4 0.0 0.0 0.1 16.1 16.1 Prop In Lane 0.98 0.02 0.97 0.03 1.00 0.02 1.00 0.02 Lane Grp Cap(c), veh/h 151 0 0 159 0 0 372 1415 1485 407 1372 1440 V/C Ratio(X) 0.42 0.00 0.00 0.21 0.00 0.00 0.10 0.46 0.46 0.01 0.51 0.51 Avail Cap(c_a), veh/h 304 0 0 311 0 0 415 1415 1485 493 1372 1440 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.4 0.0 0.0 49.4 0.0 0.0 3.1 0.0 0.0 2.5 4.7 4.7 Incr Delay (d2), s/veh 1.9 0.0 0.0 0.6 0.0 0.0 0.1 1.1 1.0 0.0 1.3 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 0.0 0.0 0.9 0.0 0.0 0.1 0.4 0.4 0.0 4.4 4.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.3 0.0 0.0 50.1 0.0 0.0 3.2 1.1 1.0 2.5 6.0 6.0 LnGrp LOS D A A D AAAAAAAA Approach Vol, veh/h 64 33 1380 1427 Approach Delay, s/veh 52.3 50.1 1.1 6.0 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 4.7 93.1 12.2 7.4 90.4 12.2 Change Period (Y+Rc), s 4.0 6.5 6.0 4.0 6.5 6.0 Max Green Setting (Gmax), s 6.0 69.5 18.0 6.0 69.5 18.0 Max Q Clear Time (g_c+I1), s 2.1 2.0 6.4 2.4 18.1 4.0 Green Ext Time (p_c), s 0.0 11.6 0.2 0.0 12.6 0.1 Intersection Summary HCM 6th Ctrl Delay 5.2 HCM 6th LOS A Timing Report, Sorted By Phase Long Total AM 15: Ziegler & Paddington/Grand Teton With a Connection to Paddington Road 11/29/2021 Synchro 11 Light Report lt am connect signal.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 76 24 10 76 24 Maximum Split (%) 9.1% 69.1% 21.8% 9.1% 69.1% 21.8% Minimum Split (s) 9.5 24.5 24 9.5 24.5 24 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s)123123 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) 35 45 11 35 45 11 End Time (s) 45 11 35 45 11 35 Yield/Force Off (s) 41 4.5 29 41 4.5 29 Yield/Force Off 170(s) 41 103.5 18 41 103.5 18 Local Start Time (s) 100 0 76 100 0 76 Local Yield (s) 106 69.5 94 106 69.5 94 Local Yield 170(s) 106 58.5 83 106 58.5 83 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 45 (41%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 15: Ziegler & Paddington/Grand Teton Queues Long Total AM 15: Ziegler & Paddington/Grand Teton With a Connection to Paddington Road 11/29/2021 Synchro 11 Light Report lt am connect signal.syn Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 121 48 37 1343 5 1422 v/c Ratio 0.58 0.26 0.12 0.48 0.01 0.53 Control Delay 31.1 7.6 2.8 4.1 2.4 7.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.1 7.6 2.8 4.1 2.4 7.8 Queue Length 50th (ft) 32 0 3 81 1 212 Queue Length 95th (ft) 87 17 m8 147 3 337 Internal Link Dist (ft) 304 272 370 1188 Turn Bay Length (ft) 200 200 Base Capacity (vph) 316 271 325 2793 365 2659 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.38 0.18 0.11 0.48 0.01 0.53 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Total PM 15: Ziegler & Paddington/Grand Teton With a Connection to Paddington Road 11/29/2021 Synchro 11 Light Report lt pm connect signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 40 0 55 20 0 15 70 1555 15 15 1575 20 Future Volume (veh/h) 40 0 55 20 0 15 70 1555 15 15 1575 20 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 0 1 21 0 1 74 1637 16 16 1658 21 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 130 0 2 133 2 4 324 2936 29 345 2851 36 Arrive On Green 0.04 0.00 0.04 0.04 0.00 0.04 0.06 1.00 1.00 0.03 0.79 0.79 Sat Flow, veh/h 1495 0 36 1561 36 76 1781 3606 35 1781 3594 45 Grp Volume(v), veh/h 43 0 0 22 0 0 74 806 847 16 819 860 Grp Sat Flow(s),veh/h/ln 1531 0 0 1672 0 0 1781 1777 1864 1781 1777 1862 Q Serve(g_s), s 1.8 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.0 0.2 21.2 21.3 Cycle Q Clear(g_c), s 3.2 0.0 0.0 1.4 0.0 0.0 0.8 0.0 0.0 0.2 21.2 21.3 Prop In Lane 0.98 0.02 0.95 0.05 1.00 0.02 1.00 0.02 Lane Grp Cap(c), veh/h 119 0 0 124 0 0 324 1447 1518 345 1410 1478 V/C Ratio(X) 0.36 0.00 0.00 0.18 0.00 0.00 0.23 0.56 0.56 0.05 0.58 0.58 Avail Cap(c_a), veh/h 277 0 0 282 0 0 375 1447 1518 403 1410 1478 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 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.4 0.0 0.0 55.6 0.0 0.0 4.2 0.0 0.0 2.0 4.7 4.8 Incr Delay (d2), s/veh 1.8 0.0 0.0 0.7 0.0 0.0 0.4 1.6 1.5 0.1 1.8 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 0.0 0.0 0.7 0.0 0.0 0.3 0.6 0.6 0.0 5.7 6.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 58.2 0.0 0.0 56.3 0.0 0.0 4.5 1.6 1.5 2.0 6.5 6.4 LnGrp LOS EAAEAAAAAAAA Approach Vol, veh/h 43 22 1727 1695 Approach Delay, s/veh 58.2 56.3 1.6 6.4 Approach LOS EEAA Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.1 103.2 10.7 8.6 100.7 10.7 Change Period (Y+Rc), s 4.0 6.5 6.0 4.0 6.5 6.0 Max Green Setting (Gmax), s 6.0 79.5 18.0 8.0 77.5 18.0 Max Q Clear Time (g_c+I1), s 2.2 2.0 5.2 2.8 23.3 3.4 Green Ext Time (p_c), s 0.0 18.2 0.1 0.1 17.8 0.0 Intersection Summary HCM 6th Ctrl Delay 5.0 HCM 6th LOS A Timing Report, Sorted By Phase Long Total PM 15: Ziegler & Paddington/Grand Teton With a Connection to Paddington Road 11/29/2021 Synchro 11 Light Report lt pm connect signal.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 86 24 12 84 24 Maximum Split (%) 8.3% 71.7% 20.0% 10.0% 70.0% 20.0% Minimum Split (s) 9.5 24.5 24 9.5 24.5 24 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s)123123 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) 108 118 84 108 0 84 End Time (s) 118 84 108 0 84 108 Yield/Force Off (s) 114 77.5 102 116 77.5 102 Yield/Force Off 170(s) 114 66.5 91 116 66.5 91 Local Start Time (s) 108 118 84 108 0 84 Local Yield (s) 114 77.5 102 116 77.5 102 Local Yield 170(s) 114 66.5 91 116 66.5 91 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: 15: Ziegler & Paddington/Grand Teton Queues Long Total PM 15: Ziegler & Paddington/Grand Teton With a Connection to Paddington Road 11/29/2021 Synchro 11 Light Report lt pm connect signal.syn Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 100 37 74 1653 16 1679 v/c Ratio 0.55 0.23 0.28 0.59 0.06 0.62 Control Delay 31.2 6.2 5.9 13.4 2.3 8.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.2 6.2 5.9 13.4 2.3 8.8 Queue Length 50th (ft) 24 0 13 379 1 277 Queue Length 95th (ft) 77 10 m28 604 6 433 Internal Link Dist (ft) 304 272 370 1188 Turn Bay Length (ft) 200 200 Base Capacity (vph) 292 249 284 2822 276 2688 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.34 0.15 0.26 0.59 0.06 0.62 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. 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