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UNION PARK - FDP240004 - SUBMITTAL DOCUMENTS - ROUND 3 - Traffic Study
UNION PARK MIXED-USE TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO JANUARY 2024 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 ` :�f�r !,� ����d _...�/�` L� ���:: � ., z� �.. ....... �� �l,�rr � �,, � . ; ��:: _ _ _ . _ � s .t ,,. t :� ,..�/' � �. t r�:...��_ . Project #2233 DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Roads .............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrians Facilities ...................................................................................................... 9 Bicycle Facilities .............................................................................................................. 9 Transit Facilities .............................................................................................................. 9 Accident Analysis ............................................................................................................ 9 III. PROPOSED DEVELOPMENT ............................................................................... 11 Trip Generation ............................................................................................................. 11 Trip Distribution ............................................................................................................. 11 Background Traffic Projections ..................................................................................... 11 Traffic Assignment......................................................................................................... 17 Total Traffic ................................................................................................................... 17 Connection to Paddington Road ................................................................................... 17 Signal Warrants ............................................................................................................. 24 Geometry ...................................................................................................................... 24 Operations Analysis ...................................................................................................... 24 Pedestrian Level of Service ........................................................................................... 28 Bicycle Level of Service ................................................................................................ 33 Transit Level of Service ................................................................................................. 33 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 34 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 13 3. Short Range (2028) Background Peak Hour Operation .......................................... 27 4. Long Range (2045) Background Peak Hour Operation ........................................... 29 5. Short Range (2028) Total Peak Hour Operation ..................................................... 30 6. Long Range (2045) Total Peak Hour Operation with Paddington Road Connection and Signal at the Ziegler/Paddington-Grand Teton Intersection ........... 31 7. Long Range (2045) Total Peak Hour Operation with Paddington Road Connection but No Signal at the Ziegler/Paddington-Grand Teton Intersection ...... 32 DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic ......................................................................................... 6 4. Averaged/Balanced Recent Peak Hour Traffic .......................................................... 7 5. Site Plan .................................................................................................................. 12 6. Trip Distribution ....................................................................................................... 14 7. Short Range (2028) Background Peak Hour Traffic ................................................ 15 8. Long Range (2045) Background Peak Hour Traffic................................................. 16 9. Site Generated Peak Hour Traffic with No Connection to Paddington Road ........... 18 10. Site Generated Peak Hour Traffic with the Paddington Road Connection and Signal ................................................................ 19 11. Site Generated Peak Hour Traffic with the Paddington Road Connection and No Signal .......................................................... 20 12. Short Range (2028) Total Peak Hour Traffic ........................................................... 21 13. Long Range (2045) Total Peak Hour Traffic with Paddington Road Connection and Signal ................................................................ 22 14. Long Range (2045) Total Peak Hour Traffic with Paddington Road Connection and No Signal .......................................................... 23 15. Short Range (2028) Geometry ................................................................................ 25 16. Long Range (2045) Geometry ................................................................................. 26 APPENDICES A. Study Limits/Base Assumptions Form B. Recent Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions D. Peak Hour Signal Warrants E. Short Range (2028) Background Peak Hour Operation F. Long Range (2045) Background Peak Hour Operation G. Short Range (2028) Total Peak Hour Operation H. Long Range (2045) Total Peak Hour Operation I. Pedestrian/Bicycle Level of Service DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 1 I. INTRODUCTION This Transportation Impact Study (TIS) addresses the capacity, geometric, and control requirements for the proposed Union Park Mixed-Use development. The proposed Union Park Mixed-Use development is located west of Ziegler Road and south of Paddington Road in Fort Collins, Colorado. This TIS addresses both the short range (2028) and the long range (2045) futures. During the course of this analysis, numerous contacts were made with City staff, the project developer (Landmark Homes), the project planning consultant (TB Group), and the project engineering consultant (Highland Development Services, Inc.). Since this land is within the City of Fort Collins, the traffic impact study guidelines for Fort Collins, as contained in the “Larimer County Urban Area Street Standards” (LCUASS) were used. The study involved the following steps: - Collect physical, traffic, and development data; - Perform trip generation, trip distribution, and trip assignment; - Determine peak hour traffic volumes; - Conduct capacity and operational level of service analyses on key intersections; - Analyze signal warrants and geometric requirements. The following intersections, as agreed to in the scoping discussions, were addressed in this traffic study: Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, Corbett/ Target Service Access, and Corbett/Lowes Service Access-Site Access intersections. Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for the Union Park Mixed-Use development. The long range (2045) analysis in this TIS serves as a replacement of the “Ziegler- Corbett/Union Park Mixed-Use Master Transportation Impact Study,” dated December 2023. It addresses the staff comments and access changes pertaining to the previous submittal. Particularly it addresses a long range (2045) connection from the site to Paddington Road and a potential signal at the Ziegler/Paddington-Grand Teton intersection. DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Union Park Mixed-Use site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use The project site is currently vacant. The land surrounding the site consists of primarily commercial and residential uses. There are commercial uses to the south (Front Range Village) and southeast (HP Campus) of the site. There are residential uses to the north, northeast, and west of the site. The center of Fort Collins lies to the northwest of the Union Park Mixed-Use site. Roads The primary streets near the Union Park Mixed-Use site are Ziegler Road, Council Tree Avenue, Corbett Drive, Hidden Pond Drive, and Paddington Road. The existing geometry and control at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access intersections is shown in Figure 2. Ziegler Road is to the east of (adjacent to) the Union Park Mixed-Use site. It is a north-south street designated as a four-lane arterial street between Horsetooth Road and Rock Creek Drive on the Fort Collins Master Street Plan. Currently, Ziegler Road has a four-lane cross section and an existing posted speed of 40 mph. At the Ziegler/Council Tree-HP Access intersection, Ziegler Road has northbound and southbound left-turn lanes, two through lanes in each direction, and northbound and southbound right-turn lanes. The Ziegler/Council Tree-HP Access intersection has signal control. At the Ziegler/Target Service Access intersection, Ziegler Road has a northbound left-turn lane and two through lanes in each direction. The Ziegler/Target Service Access intersection has stop sign control on the Target Service Access. At the Ziegler/Hidden Pond intersection, Ziegler Road has a center two-way continuous left-turn lane and two through lanes in each direction. The Ziegler/Hidden Pond intersection has stop sign control on Hidden Pond Drive. At the Ziegler/Paddington-Grand Teton intersection, Ziegler Road has northbound and southbound left-turn lanes and two through lanes in each direction. The Ziegler/Paddington-Grand Teton intersection has stop sign control on Paddington Road-Grand Teton Place. Council Tree Avenue is an east-west street designated as a local street on the Fort Collins Master Street Plan. Currently, Council Tree Avenue provides access to the Front Range Village shopping center and has a four-lane cross section. The east leg of the Ziegler/Council Tree-HP Access intersection provides access to the HP Campus and has a four-lane cross section. At the Ziegler/Council Tree-HP Access intersection, Council Tree Avenue-HP Access has eastbound and westbound left-turn lanes, one through lane in each direction, and a westbound right-turn lane. BURLINGTON NORTHERN RAILROAD 25 Harmony Ziegler Hidden Pond Co r b e t t Ti m b e r l i n e Council Tree Union Park Mixed-Use Horsetooth Kingsley Grand TetonPaddington SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Union Park Mixed-Use TIS, January 2024 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Union Park MIxed-Use TIS, January 2024 Page 4 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Zi e g l e r Lowes Service Access Co r b e t t - Denotes Lane _ Two-way Continuous Left-turn Lane ST O P ST O P ST O P ST O P ST O P ST O P DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 5 Paddington Road-Grand Teton Place is to the north of the Union Park Mixed-Use site. Paddington Road is designated as a collector street on the Fort Collins Master Street Plan. Paddington Road was built prior to the adoption of LCUASS. Therefore, it does not meet most of the collector street criteria (width, bike lanes, etc.). Grand Teton Place is designated as a local street. Currently, Paddington Road and Grand Teton Place have two-lane cross sections (no center lane). At the Ziegler/ Paddington-Grand Teton intersection, Paddington Road and Grand Teton Place are striped as having all eastbound and westbound movements combined into single lanes. Corbett Drive is to the west of the Union Park Mixed-Use site. Corbett Drive is designated as a collector street on the Fort Collins Master Street Plan. Currently, Corbett Drive has a two-lane cross section (no center lane). At the Corbett/ Target Service Access and Corbett/Lowes Service Access intersections, Corbett Drive has all northbound and southbound movements combined into single lanes. Corbett Drive serves the Front Range Village to the south and Affinity Senior Housing to the north. Existing Traffic Recent peak hour traffic volumes at the Ziegler/Council Tree-HP Access, Ziegler/ Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/ Target Service Access, and Corbett/Lowes Service Access intersections are shown in Figure 3. The counts at the Ziegler/Council Tree-HP Access intersection were obtained in August 2019 by the City of Fort Collins. The counts at the Ziegler/Target Service Access, Ziegler/Hidden Pond, and Ziegler/Paddington-Grand Teton intersections were obtained in September 2021. The counts at the Corbett/Target Service Access, and Corbett/Lowes Service Access intersections were obtained in January 2023. Raw traffic count data is provided in Appendix B. Since counts were obtained on different days and different years, the volumes were averaged/balanced between the intersections and are shown in Figure 4. Existing Operation The Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/ Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access intersections were evaluated and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The key intersections currently meet the Fort Collins operational criteria with existing control, signal timing, and geometry. The existing signal timing was used. The intersections were evaluated using techniques provided in the Highway Capacity Manual, 6th Edition. A description of level of service for signalized and unsignalized intersections from the Highway Capacity Manual, 6th Edition and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. At signalized intersections, acceptable operation is considered to be at level of service D overall and level of service E for any approach leg or movement. Acceptable operation is considered to be AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Union Park MIxed-Use TIS, January 2024 Page 6 84 / 9 2 66 3 / 8 0 2 10 0 / 3 6 40/209 16/29 74/265 10 0 / 2 7 5 55 3 / 7 7 9 47 / 1 1 3/118 7/43 2/57 9/ 1 3 91 1 / 1 1 4 7 49 / 1 0 5 96 3 / 1 0 4 9 15/49 11/61 10 0 9 / 1 1 5 3 1/ 1 92 2 / 1 1 9 5 4/ 1 6/3 3/1 2/ 8 10 2 0 / 1 1 4 9 5/ 1 5 2/2 0/0 57/57 15/12 0/0 17/6 32 / 7 4 88 0 / 1 2 0 9 10 / 1 7 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Zi e g l e r 1/ 2 16 / 2 9 0/ 0 24 / 1 9 0/0 5/3 26 / 1 8 3/ 4 14 / 2 6 8/ 2 5 3/5 30/38 Lowes Service Access Co r b e t t AM/PM AVERAGED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Union Park MIxed-Use TIS, January 2024 Page 7 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Zi e g l e r 1/ 2 16 / 2 9 0/ 0 24 / 1 9 0/0 5/3 26 / 1 8 3/ 4 14 / 2 6 8/ 2 5 3/5 30/38 Lowes Service Access Co r b e t t 84 / 9 2 83 2 / 1 0 1 1 10 0 / 3 6 40/209 16/29 74/265 10 0 / 2 7 5 87 4 / 8 8 4 47 / 1 1 3/118 7/43 2/57 9/ 1 3 90 8 / 1 1 9 8 49 / 1 0 5 10 0 5 / 1 0 7 8 15/49 11/61 10 5 1 / 1 1 8 2 1/ 1 91 9 / 1 2 4 6 4/ 1 6/3 3/1 2/ 8 98 1 / 1 1 2 2 5/ 1 5 2/2 0/0 55/55 15/12 0/0 16/6 32 / 7 1 88 3 / 1 1 6 2 10 / 1 6 DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 8 TABLE 1 Intersection Movement Ziegler/Council Tree-HP Access (signal) Ziegler/Target Service Access (stop sign) Ziegler/Hidden Pond (stop sign) Ziegler/Paddington-Grand Teton (stop sign) Corbett/Target Service Access (stop sign) Corbett/Lowes Service Access (stop sign) DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 9 at level of service D overall and level of service F for any approach leg at unsignalized intersections. It is important to note that a southbound right-turn lane is warranted at the Ziegler/Target Service Access intersection with the existing peak hour volumes. In the neighborhood meeting, residents in the area mentioned that there were few gaps in the traffic on Ziegler Road that made it difficult to make minor street left-turns, particularly at the Ziegler/Paddington-Grand Teton intersection. This is reflected in the level of service F conditions shown in Table 1. It is acknowledged that the calculated delay for the minor street left turns is high, especially in the afternoon peak hour. This is due to high through volumes on Ziegler Road. Based upon research (actual delay data), the calculated delay is higher than the actual delay. There is little that can be done to alleviate this condition, except signalization of the Ziegler/Paddington-Grand Teton intersection. An alternative control would be a roundabout, but that may not be possible at this intersection. The final solution is beyond the scope of a transportation impact study for a development that will not contribute any/significant 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 Union Park Mixed-Use site. Bicycle Facilities There are bicycle lanes along Harmony Road, Ziegler Road, Corbett Drive, and Council Tree Avenue. Transit Facilities Currently, this area of Fort Collins is served by Transfort Route 16 service on Harmony Road. Accident Analysis Accident data was obtained from the City of Fort Collins for Ziegler Road from the Ziegler/Council Tree-HP Access intersection to the Ziegler/Paddington-Grand Teton intersection for five years plus nine months of 2021. At the Ziegler/Council Tree-HP Access intersection, there were 37 reported accidents: 11 rear-end accidents, 15 accidents involving turning vehicles, five right-angle accidents, three side-swipe accidents, two involving hitting a fixed object, and one involving a bicycle. The number and type of accidents at the Ziegler/Council Tree-HP Access intersection is typical for a signalized intersection. DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 10 At the Ziegler/Paddington-Grand Teton intersection, there were four reported accidents: three right-angle accidents and one accident that was parking related. The number and type of accidents at the Ziegler/Paddington-Grand Teton intersection is typical for a stop sign controlled intersection. There were seven mid-block accidents in this section of Ziegler Road. All were right-angle accidents. DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 11 III. PROPOSED DEVELOPMENT The proposed Union Park Mixed-Use will consist of approximately 23,100 square feet of office, 17,000 square feet of commercial/retail, a 10,000 square foot day care center, 142 attached single-family dwelling units, and 461 apartment dwelling units. Figure 5 shows a site plan of the proposed Union Park Mixed-Use site. The short range analysis (Year 2028) includes development of the proposed Union Park Mixed-Use site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The long range analysis year is considered to be 2045. Access to the Union Park Mixed-Use site will be via one proposed full-movement access to/from Ziegler Road that will line up with Hidden Pond Drive. There will also be access to/from Corbett Drive on the west side of the site. In the long range (2045) future, it was assumed that a local street connection to Paddington Road would be constructed. This connection would likely warrant signalization of the Ziegler/Paddington-Grand Teton intersection. Trip Generation Trip generation is important in considering the impact of a development on the existing and proposed street system. Trip Generation, 11th Edition, ITE was used to determine the trips that would be generated by the Union Park Mixed-Use development. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation from the site on a daily and peak hour basis. The trip generation for full development of the Union Park Mixed-Use site resulted in 5,286 daily trip ends, 441 morning peak hour trip ends, and 551 afternoon peak hour trip ends. Trip Distribution Trip distribution for the Union Park Mixed-Use site was estimated using knowledge of the existing and planned street system, existing traffic patterns, development trends, and engineering judgment. Figure 6 shows the trip distribution for the short range (2028) and long range (2045) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. Background Traffic Projections Background traffic projections for the short range (2028) and long range (2045) future horizons were developed by factoring the volumes on Ziegler Road by approximately two percent per year. The traffic on Council Tree Avenue and the HP Access was factored by approximately 0.5 percent per year. Figures 7 and 8 respectively SCALE: 1"=200' SITE PLAN Figure 5 DELICH ASSOCIATES Union Park Mixed-Use TIS, January 2024 Page 12 daycare 2-story commercial A B C B C D A B C B C D A B C B C D A B C B C D B C B C B C D B C B C B C D B C B C B C D A B C B C D CORBETT DRIVE PADDINGTON ROAD CARRICK ROAD EDMONDS ROAD KI N G S L E Y C O U R T NE W B U R Y C O U R T HA R R I N G T O N C O U R T ZIEGLER ROAD PADDINGTON ROAD CORBETT DRIVE DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 13 TABLE 2 Trip Generation Code Use Size Rate Trips Rate In Rate Out Rate In Rate Out Area A 215 57 D.U. EQ 414 EQ 7 EQ 20 EQ 19 EQ 13 215 79 D.U. EQ 572 EQ 9 EQ 29 EQ 27 EQ 19 220 212 D.U. EQ 1434 EQ 21 EQ 68 EQ 70 EQ 42 221 245 D.U. EQ 1122 EQ 22 EQ 74 EQ 58 EQ 38 Subtotal 2556 43 142 128 80 215 6 D.U. 7.20 44 0.12 1 0.36 2 0.34 2 0.23 1 220 4 D.U. 6.74 26 0.10 0 0.30 2 0.32 1 0.19 1 712 Small Office 6.122 KSF 14.39 88 1.37 8 0.30 2 0.73 4 1.43 9 Subtotal 158 9 6 7 11 822 Shopping Plaza <40 KSF 17.0 KSF 54.45 926 1.42 24 0.94 16 3.295 56 3.295 56 710 Office 17.0 KSF 10.84 184 1.34 23 0.18 3 0.24 4 1.20 20 565 Day Care Center 10.0 KSF 47.62 476 5.83 58 5.17 52 5.23 52 5.89 59 Subtotal 1586 105 71 112 135 Total 5286 173 268 293 258 Kingsley Ziegler Co r b e t t Council Tree Paddington Hidden Pond Horsetooth Grand Teton 49-unit apartment 49-unit apartment 32-unit apartment 32-unit apartment 49-unit apartment 32-unit apartment32-unit apartment 49-unit apartment 49-unit apartment 3-unit brownstone 3-unit brownstone daycare 32-unit apartment 32-unit apartment 2-story mixed-use 2-story office 2-story commercial 20% 20%20% 15 % 20 % 25 % 35 % 30 % 25 % 30 % 20 % 10 % NOM 10% 20% SCALE: 1"=600' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Union Park Mixed-Use TIS, January 2024 Page 14 Residential CommercialDay Care AM/PM SHORT RANGE (2028) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Union Park MIxed-Use TIS, January 2024 Page 15 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Zi e g l e r 1/ 2 16 / 2 9 0/ 0 24 / 1 9 0/0 5/3 26 / 1 8 3/ 4 14 / 2 6 8/ 2 5 3/5 30/38 Lowes Service Access Co r b e t t 88 / 9 6 99 4 / 1 2 0 8 10 4 / 3 8 42/218 17/30 77/277 10 4 / 2 8 8 10 4 4 / 1 0 5 6 49 / 1 1 3/123 7/45 2/60 9/ 1 3 10 8 0 / 1 3 8 4 49 / 1 0 5 11 7 5 / 1 2 8 1 15/49 11/61 12 2 1 / 1 3 8 5 1/ 1 10 9 1 / 1 4 3 2 4/ 1 6/3 3/1 2/ 8 11 5 1 / 1 3 2 5 5/ 1 5 2/2 0/0 55/55 15/12 0/0 16/6 32 / 7 1 10 5 5 / 1 3 4 8 10 / 1 6 LONG RANGE (2045) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Union Park MIxed-Use TIS, January 2024 Page 16 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Zi e g l e r 25 / 2 0 5/ 5 15 / 3 0 10 / 2 5 5/5 30/40 Lowes Service Access Co r b e t t 5/ 1 0 14 7 5 / 1 7 3 5 5/ 1 5 5/5 NOM 55/55 15/15 NOM 15/5 35 / 7 0 14 1 5 / 1 6 7 5 10 / 1 5 95 / 1 0 5 12 9 5 / 1 6 0 5 11 5 / 4 0 70/290 20/35 85/300 11 5 / 3 1 0 13 9 5 / 1 3 5 0 55 / 1 5 5/135 10/50 5/65 10 / 1 5 14 6 0 / 1 7 6 0 50 / 1 0 5 14 9 5 / 1 6 9 0 AM/PM Rounded to Nearest 5 Vehicles 10/60 5/ 5 15 / 3 0 0/ 0 25 / 2 0 0/0 5/5 15 4 0 / 1 7 9 0 5/ 5 14 5 5 / 1 7 5 5 5/ 5 5/5 5/5 DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 17 show the short range (2028) and long range (2045) background weekday peak hour traffic at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/ Lowes Service Access intersections. Traffic Assignment Trip assignment is the product of both the trip generation and trip distribution processes. Figure 9 shows the site generated weekday peak hour traffic at the Ziegler/ Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/ Lowes Service Access-Site Access intersections with no connection to Paddington Road. This is the scenario that will be analyzed in the short range (2028) future. Figure 10 shows the site generated weekday peak hour traffic at the key intersections with the Paddington Road connection with signalization of the Ziegler/Paddington-Grand Teton intersection. Figure 11 shows the site generated weekday peak hour traffic at the key intersections with the Paddington Road connection but no signal at the Ziegler/ Paddington-Grand Teton intersection. Total Traffic The traffic volumes generated by the proposed Union Park Mixed-Use development were added to the background traffic volumes to produce the total traffic volume forecasts for the short range (2028) and long range (2045) futures. Figure 12 shows the short range (2028) total weekday peak hour traffic at the Ziegler/Council Tree- HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/ Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access-Site Access intersections. Figure 13 shows the long range (2045) total weekday peak hour traffic at the key intersections with the expected signal at the Ziegler/ Paddington-Grand Teton intersection. When the expected signal at the Ziegler/ Paddington-Grand Teton intersection is installed, some English Ranch Neighborhood, Front Range Village, and Affinity Senior Housing traffic may/will find it easier to use the newly installed signal than other routes. This adjustment in traffic volumes is reflected in the long range (2045) total weekday peak hour traffic. Figure 14 shows the long range (2045) total weekday peak hour traffic at the key intersections with the Paddington Road connection but no signal at the Ziegler/Paddington-Grand Teton intersection. Connection to Paddington Road City staff requested additional traffic counts and speed data at three locations (Paddington Road, Kingsley Drive, and Sunstone Drive). This information was provided in a technical memorandum in December 2023. SITE GENERATED PEAK HOUR TRAFFIC WITH NO CONNECTION TO PADDINGTON ROAD Figure 9 DELICH ASSOCIATES Union Park MIxed-Use TIS, January 2024 Page 18 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Zi e g l e r Lowes Service Access Co r b e t t -2 / - 9 -1 / - 1 0 AM/PM - Commercial - Residential - Daycare 26 / 2 3 21 / 6 2 21 / 1 8 23 / 2 7 68 / 4 0 7/ 2 6 34/3968/40 10/43 10 / 9 18 / 5 3 6/ 5 10 / 9 18 / 5 3 6/ 5 4/ 1 3 59 / 3 4 5/ 6 4/13 59/345/6 13/1468/40 7/29 38 / 3 4 21 / 6 2 28 / 3 2 12/115/5 11 / 1 2 2/ 7 14 / 1 3 21 / 6 2 16 / 1 3 13 / 1 4 68 / 4 0 5/ 2 0 14 / 1 3 21 / 6 2 16 / 1 3 13 / 1 4 68 / 4 0 5/ 2 0 14 / 1 3 21 / 6 2 17 / 2 3 Figure 10 DELICH ASSOCIATES Union Park MIxed-Use TIS, January 2024 Page 19 SITE GENERATED PEAK HOUR TRAFFIC WITH THE PADDINGTON ROAD CONNECTION AND SIGNAL 21 / 6 2 AM/PM Grand Teton Zi e g l e r Paddington Lowes Service Access Co r b e t t Target Service Access Hidden Pond Council Tree -1 / - 1 0 -2 / - 9 Ki n g s l e y - Commercial - Residential - Daycare 10 / 9 18 / 5 3 6/ 5 10 / 9 18 / 5 3 6/ 5 4/ 1 3 59 / 3 4 5/ 6 4/13 59/345/6 HP Access 14 / 1 3 21 / 6 2 16 / 1 3 13 / 1 4 68 / 4 0 5/ 2 0 14 / 1 3 21 / 6 2 16 / 1 3 13 / 1 4 68 / 4 0 5/ 2 0 14 / 1 3 21 / 6 2 17 / 2 3 13/1468/40 7/29 14/8 1/5 2/3 26 / 2 3 21 / 6 2 23 / 2 7 26 / 2 3 21 / 1 8 0/ - 5 14 / 8 2/ 3 21/2454/32 7/31 21 / 2 4 54 / 3 2 7/ 3 1 0/ 1 2/ 2 1/ 1 2/ 2 9/ 1 0 2/ 6 10/94/4 9/10 2/6 10 / 9 4/ 4 Figure 11 DELICH ASSOCIATES Union Park MIxed-Use TIS, January 2024 Page 20 SITE GENERATED PEAK HOUR TRAFFIC WITH THE PADDINGTON ROAD CONNECTION AND NO SIGNAL AM/PM Grand Teton Zi e g l e r Paddington Lowes Service Access Co r b e t t Target Service Access Hidden Pond Council Tree -1 / - 1 0 -2 / - 9 Ki n g s l e y - Commercial - Residential - Daycare 10 / 9 18 / 5 3 6/ 5 10 / 9 18 / 5 3 6/ 5 4/ 1 3 59 / 3 4 5/ 6 4/13 59/345/6 HP Access 14 / 1 3 21 / 6 2 16 / 1 3 13 / 1 4 68 / 4 0 5/ 2 0 14 / 1 3 21 / 6 2 16 / 1 3 13 / 1 4 68 / 4 0 5/ 2 0 14 / 1 3 21 / 6 2 17 / 2 3 13/1468/40 7/29 26 / 2 3 21 / 6 2 23 / 2 7 26 / 2 3 21 / 6 2 21 / 1 8 0/ 1 2/ 2 1/ 1 2/ 2 9/ 1 0 4/ 1 3 29 / 1 7 10/94/4 9/10 4/13 29/17 10 / 9 4/ 4 23/2739/23 6/29 23 / 2 7 39 / 2 3 5/ 1 9 AM/PM SHORT RANGE (2028) TOTAL PEAK HOUR TRAFFIC Figure 12 DELICH ASSOCIATES Union Park MIxed-Use TIS, January 2024 Page 21 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Zi e g l e r 92 / 7 1 3/ 4 70 / 1 4 8 8/ 2 5 5/13 30/38 Lowes Service Access Co r b e t t 88 / 9 6 10 8 0 / 1 2 8 2 10 4 / 3 8 30/180 17/30 77/277 10 4 / 2 8 8 10 9 5 / 1 1 4 4 49 / 1 1 3/123 7/45 2/60 9/ 1 3 11 1 9 / 1 4 3 4 49 / 1 0 5 12 6 1 / 1 3 5 5 9/29 11/61 2/ 8 12 1 9 / 1 4 2 8 5/ 1 5 2/2 0/0 72/71 15/12 0/0 16/6 45 / 9 0 11 5 3 / 1 4 4 1 10 / 1 6 87 / 1 2 8 12 1 9 / 1 3 7 6 1/ 1 130/180 NOM 88/83 52 / 9 8 10 7 2 / 1 3 6 4 4/ 1 6/3 NOM 3/1 NO M 17 / 1 3 7/ 6 NOM NOM 5/3 1/ 2 16 / 2 9 58 / 1 3 0 NOM NOM 73/59 LONG RANGE (2045) TOTAL PEAK HOUR TRAFFIC WITH PADDINGTON ROAD CONNECTION AND SIGNAL Figure 13 DELICH ASSOCIATES Union Park MIxed-Use TIS, January 2024 Page 22 Target Service Access Hidden Pond Grand Teton Council Tree HP Access Zi e g l e r 90 / 7 5 5/ 5 70 / 1 5 5 5/ 1 5 10/15 30/40 Lowes Service Access Co r b e t t 70 / 1 1 5 15 3 5 / 1 7 8 0 5/ 5 30/50 NOM 90/85 55 / 1 0 0 14 2 0 / 1 6 7 5 5/ 5 5/5 NOM 5/5 NO M 15 / 1 5 10 / 5 NOM NOM 5/5 5/ 5 15 / 3 0 60 / 1 3 5 NOM NOM 75/60 5/ 1 0 15 2 5 / 1 8 2 5 5/ 1 5 120/145 NOM 55/55 15/15 NOM 30/20 35 / 7 0 14 1 0 / 1 6 4 5 10 / 1 5 95 / 1 0 5 13 8 0 / 1 6 8 0 11 5 / 4 0 40/220 20/35 85/300 11 5 / 3 1 0 14 4 5 / 1 4 4 0 55 / 1 5 5/135 10/50 5/65 10 / 1 5 14 8 0 / 1 7 8 0 50 / 1 0 5 15 8 0 / 1 7 6 5 AM/PM Rounded to Nearest 5 Vehicles 10/60 Paddington Ki n g s l e y LONG RANGE (2045) TOTAL PEAK HOUR TRAFFIC WITH PADDINGTON ROAD CONNECTION AND NO SIGNAL Figure 14 DELICH ASSOCIATES Union Park MIxed-Use TIS, January 2024 Page 23 Target Service Access Hidden Pond Grand Teton Council Tree HP Access Zi e g l e r 90 / 7 5 5/ 5 70 / 1 5 5 5/ 1 5 10/15 30/40 Lowes Service Access Co r b e t t 70 / 1 1 5 15 3 5 / 1 7 8 0 5/ 5 90/130 NOM 90/85 55 / 1 0 0 14 2 0 / 1 6 7 5 5/ 5 5/5 NOM 5/5 NO M 15 / 1 5 10 / 5 NOM NOM 5/5 5/ 5 15 / 3 0 60 / 1 3 5 NOM NOM 75/60 5/ 1 0 15 4 0 / 1 8 4 0 5/ 1 5 5/5 NOM 55/55 15/15 NOM 15/5 35 / 7 0 14 7 0 / 1 7 2 5 10 / 1 5 95 / 1 0 5 13 8 0 / 1 6 8 0 11 5 / 4 0 40/220 20/35 85/300 11 5 / 3 1 0 14 4 5 / 1 4 4 0 55 / 1 5 5/135 10/50 5/65 10 / 1 5 14 8 0 / 1 7 8 0 50 / 1 0 5 15 8 0 / 1 7 6 5 AM/PM Rounded to Nearest 5 Vehicles 10/60 Paddington Ki n g s l e y DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 24 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 Union Park Mixed-Use, four hour and/or eight hour signal warrants are applicable. These warrants require much data and are applied when the traffic is actually on the area road system. The peak hour signal warrant utilizes the major street approach volume (both directions) and the minor street approach volume (greatest on one of the minor streets). The analysis procedure is a function of the number of approach lanes on each street. Ziegler Road has two through lanes in each direction. The Site Access, approaching Ziegler Road, will have a two lane approach. Since Hidden Pond Drive has a one lane approach, the eastbound left-turn and through movement will be combined in a single lane. Therefore, only this left-turn and through movement will be used for the peak hour signal warrant. At the major street approach volumes (greater than 1,800 vehicles per hour in each peak hour), the signal warrant threshold volume is ≥100 vehicles per hour. Using the short range (2028) total weekday peak hour traffic (Figure 12), the Ziegler/Hidden Pond-Site Access intersection will meet peak hour signal warrants during the weekday morning and afternoon peak hours. However, since a signalized intersection is preferred at the Ziegler/Paddington- Grand Teton intersection, it is recommended that the Ziegler/Hidden Pond-Site Access intersection have stop sign control for the short range (2028) future. Using the long range (2045) total weekday peak hour traffic (Figure 13), the Ziegler/Paddington-Grand Teton intersection will meet peak hour signal warrants during the weekday morning and afternoon peak hours. Peak hour signal warrants are provided in Appendix D. Geometry Figures 15 and 16, respectively, show schematics of the short range (2028) and long range (2045) geometry. In the short range (2028) future, the geometry at the Ziegler/ Council Tree-HP Access, Ziegler/Target Service Access, and Ziegler/Paddington-Grand Teton existing intersections was assumed to remain as it exists today. It is recommended that the Ziegler/Hidden Pond-Site Access intersection have stop sign control. All off-site improvements will be completed with the first phase of construction. Operation Analysis Operation analyses were performed at the Ziegler/Council Tree-HP Access, Ziegler/ Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access-Site Access intersections. The operations analyses were conducted for the short range future, reflecting a year 2028 condition, and the long range future, reflecting a year 2045 condition. Table 3 shows the short range (2028) background weekday peak hour operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/ SHORT RANGE (2028) GEOMETRY Figure 15 DELICH ASSOCIATES Union Park MIxed-Use TIS, January 2024 Page 25 Target Service Access Hidden Pond Paddington Grand Teton Council Tree HP Access Zi e g l e r Lowes Service Access Co r b e t t - Denotes Lane ST O P ST O P ST O P ST O P ST O P ST O P ST O P ST O P LONG RANGE (2045) GEOMETRY Figure 16 DELICH ASSOCIATES Union Park MIxed-Use TIS, January 2024 Page 26 Target Service Access Hidden Pond Grand Teton Council Tree HP Access Zi e g l e r Lowes Service Access Co r b e t t - Denotes Lane ST O P ST O P ST O P ST O P ST O P ST O P Paddington DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 27 TABLE 3 Short Range (2028) Background Peak Hour Operation Intersection Movement Ziegler/Council Tree-HP Access (signal) Ziegler/Target Service Access (stop sign) Ziegler/Hidden Pond (stop sign) Ziegler/Paddington-Grand Teton (stop sign) Corbett/Target Service Access (stop sign) Corbett/Lowes Service Access (stop sign) DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 28 Lowes Service Access intersections. The key intersections meet the Fort Collins level of service standards in the peak hours with the existing geometry. Calculation forms for these analyses are provided in Appendix E. Table 4 shows the long range (2045) background weekday peak hour operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/ Lowes Service Access intersections. The key intersections meet the Fort Collins level of service standards in the peak hours with the existing geometry. Calculation forms for these analyses are provided in Appendix F. Using the traffic volumes shown in Figure 12, Table 5 shows the short range (2028) total weekday peak hour operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access-Site Access intersections. Calculation forms for these analyses are provided in Appendix G. The key intersections meet the Fort Collins level of service standards in the peak hours with the recommended/existing control and geometry. Using the traffic volumes shown in Figure 13, Table 6 shows the long range (2045) total weekday peak hour operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access-Site Access intersections. The Ziegler/Paddington-Grand Teton intersection was assumed to be signalized. Calculation forms for these analyses are provided in Appendix H. The key intersections meet the Fort Collins level of service standards in the peak hours with the recommended/existing control and geometry. Table 7 shows the long range (2045) total weekday peak hour operation at the Ziegler/Hidden Pond-Site Access and Ziegler/Paddington-Grand Teton intersections assuming a connection to Paddington Road but no signal at the Ziegler/Paddington- Grand Teton intersection. All of the other key intersections remain the same as that analyzed in the above long range (2045) future. Calculation forms for these analyses are provided in Appendix I. The Ziegler/Hidden Pond-Site Access and Ziegler/Paddington- Grand Teton intersections meet the Fort Collins level of service standards in the peak hours with the stop sign control. Pedestrian Level of Service Appendix J shows a map of the area that is within 1320 feet of the Union Park Mixed-Use site. The Union Park Mixed-Use site is located within an area termed as “other,” which sets the level of service threshold at LOS C for all measured factors. There are four destination areas within 1320 feet of the proposed Union Park Mixed-Use site: 1) the residential area to the north and northwest of the site, 2) the commercial uses (Front Range Village) to the south and southwest of the site, 3) the HP Campus, and 4) the DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 29 TABLE 4 Long Range (2045) Background Peak Hour Operation Intersection Movement Ziegler/Council Tree-HP Access (signal) Ziegler/Target Service Access (stop sign) Ziegler/Hidden Pond (stop sign) Ziegler/Paddington-Grand Teton (stop sign) Corbett/Target Service Access (stop sign) Corbett/Lowes Service Access (stop sign) DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 30 TABLE 5 Short Range (2028) Total Peak Hour Operation Intersection Movement Ziegler/Council Tree-HP Access (signal) Ziegler/Target Service Access (stop sign) Ziegler/Hidden Pond-Site Access (stop sign) Ziegler/Paddington-Grand Teton (stop sign) Corbett/Target Service Access (stop sign) Corbett/Lowes Service Access (stop sign) DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 31 TABLE 6 Long Range (2045) Total Peak Hour Operation With Paddington Road Intersection Movement Ziegler/Council Tree-HP Access (signal) Ziegler/Target Service Access (stop sign) Ziegler/Hidden Pond-Site Access (stop sign) Ziegler/Paddington-Grand Teton (signal) Corbett/Target Service Access (stop sign) Corbett/Lowes Service Access (stop sign) DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 32 TABLE 7 Long Range (2045) Total Peak Hour Operation With Paddington Road Intersection Movement Ziegler/Hidden Pond-Site Access (stop sign) Ziegler/Paddington-Grand Teton (stop sign) DELICH Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 33 residential area to the east and northeast of the site. There are sidewalks along all streets in the area of the Union Park Mixed-Use site. Sidewalks will be built throughout and adjacent to the development that will connect to existing nearby sidewalks along Ziegler Road and Corbett Road. A pedestrian/bike connection will be provided, connecting to the sidewalks along Paddington Road at Edmonds Road. There is no sidewalk on the south side of Paddington Road (Ziegler Road to Edmonds Road). This sidewalk should have been built with the English Ranch development. It is not the responsibility of the Union Park Mixed-Use development to build this sidewalk since the Union Park Mixed-Use development will not contribute pedestrian traffic along this segment of Paddington Road. As noted below, if the City of Fort Collins decides to signalize the Ziegler/Paddington- Grand Teton intersection, there will be a safe, convenient pedestrian crossing at that intersection. • Directness – The distance ratio to all pedestrian destinations is less than 1.2 (LOS A), except destination 4. The directness for destination 4 can be improved to LOS A with a pedestrian signal or a traffic signal at the Ziegler/Paddington-Grand Teton intersection. If a pedestrian signal is installed, Union Park will contribute a 25 percent cost share. • Continuity – The continuity to all pedestrian destinations will be acceptable at LOS B, since there are existing sidewalks adjacent to all the destination areas. • Street Crossings – The street crossings will be acceptable at LOS B for destination areas 1 and 2. For destination areas 3 and 4, the LOS will be C crossing Ziegler Road at the Ziegler/Council Tree-HP Access signalized intersection and at the pedestrian signal or with a signal at the Ziegler/Paddington- Grand Teton intersection, if the City decides to signalize it. • Visual Interest and Amenity – The visual interest and amenity will be acceptable at LOS B for destination areas 1 and 2. For destination areas 3 and 4, the LOS will be C. • Security – The security is acceptable at LOS B for destination areas 1 and 2. For destination areas 3 and 4, the LOS will be C. Bicycle Level of Service Appendix J shows a map of the area that is within 1320 feet of the Union Park Mixed-Use site. Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of the Union Park Mixed-Use site: 1) the commercial uses (Front Range Village) to the south and southwest of the site. The bicycle level of service is acceptable. The bicycle LOS Worksheet is provided in Appendix J. 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 Union Park Mixed-Use TIS, January 2024 ASSOCIATES Page 34 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the transportation impacts associated with the development of Union Park Mixed-Use in Fort Collins, Colorado. This study analyzed the transportation impacts in the short range (2028) and long range (2045) futures. As a result of these analyses, the following is concluded: • Development of the Union Park Mixed-Use site is feasible from a traffic engineering standpoint. The trip generation for full development of the Union Park Mixed-Use site5 resulted in 5,286 daily trip ends, 441 morning peak hour trip ends, and 551 afternoon peak hour trip ends. • Current operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access intersections is acceptable based upon City of Fort Collins evaluation criteria. • Using the short range (2028) total weekday peak hour traffic (Figure 12), the Ziegler/Hidden Pond-Site Access intersection will meet peak hour signal warrants during the weekday morning and afternoon peak hours. However, since a signalized intersection is preferred at the Ziegler/Paddington-Grand Teton intersection, it is recommended that the Ziegler/Hidden Pond-Site Access intersection have full- movement stop sign control for the short range (2028) future and long range (2045) future. Using the long range (2045) total weekday peak hour traffic (Figure 13), the Ziegler/Paddington-Grand Teton intersection will meet peak hour signal warrants during the weekday morning and afternoon peak hours. • City staff requested additional traffic counts and speed data at three locations (Paddington Road, Kingsley Drive, and Sunstone Drive). This information was provided in a technical memorandum in December 2023. • Figures 15 and 16 respectively show schematics of the short range (2028) and long range (2045) geometry. • With short range (2028) traffic and the Union Park Mixed-Use development, the key intersections meet the Fort Collins level of service standards in the peak hours with the recommended/existing control and geometry. • With long range (2045) traffic and the key intersections will meet the Fort Collins level of service standards in the peak hours using the recommended/existing control and geometry. • With a pedestrian signal or a traffic signal at the Ziegler/Paddington-Grand Teton intersection, the pedestrian level of service will be acceptable. If a pedestrian signal is installed, Union Park will contribute a 25 percent cost share. The bicycle level of service will be acceptable. Transfort Route 16 provides service on Harmony Road. APPENDIX A Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Page 4-35 Adopted by Larimer County, City of Loveland, City of Fort Collins Attachment “A” Transportation Impact Study Base Assumptions Project Information Project Name Union Park Mixed-Use Project Location West of Ziegler Road, North of Front Range Village TIS Assumptions Type of Study Full: Yes Intermediate: MTIS: Memo: Study Area Boundaries North: Paddington South: Council Tree East: Ziegler West: Corbett Study Years Short Range: 2028 Long Range: 2045 Future Traffic Growth Rate 2% per year Study Intersections 1. Ziegler/Council Tree 5. 6. 7. Time Period for Study AM: 7:00-9:00 PM: 4:00-6:00 Sat Noon: N/A Per ITE Trip Adjustment Factors Passby: Per ITE Captive Market: N/A Trip Distribution (see attached) North South East West Mode Split Assumptions N/A Design Vehicle Information Passenger Car Committed Roadway Improvements City Provide Other Traffic Studies Areas Requiring Special Study Connection to Paddington and signal at Ziegler/Paddington intersection Date: ____Delich Associates________________________________________ Traffic Engineer: ____November 2, 2023_______________________________________ Local Entity Engineer: __________________________________________________________ BURLINGTON NORTHERN RAILROAD 25 Harmony Ziegler Hidden Pond Co r b e t t Ti m b e r l i n e Council Tree Union Park Mixed-Use Horsetooth Kingsley Grand TetonPaddington SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Union Park Mixed-Use TIS, November 2023 Page 3 SCALE: 1"=200' SITE PLAN Figure 5 DELICH ASSOCIATES Union Park Mixed-Use TIS, November 2023 Page 12 daycare 2-story commercial A B C B C D A B C B C D D A B C B C D A B C B C D B C B C B C D B C B C B C D B C B C B C D A B C B C D CORBETT DRIVE PADDINGTON ROAD CARRICK ROAD EDMONDS ROAD KI N G S L E Y C O U R T NE W B U R Y C O U R T HA R R I N G T O N C O U R T ZIEGLER ROAD PADDINGTON ROAD CORBETT DRIVE TABLE 2 Trip Generation Code Use Size Rate Trips Rate In Rate Out Rate In Rate Out Area A 215 57 D.U. EQ 414 EQ 7 EQ 20 EQ 19 EQ 13 215 77 D.U. EQ 558 EQ 9 EQ 28 EQ 26 EQ 18 220 212 D.U. EQ 1434 EQ 21 EQ 68 EQ 70 EQ 42 221 245 D.U. EQ 1122 EQ 22 EQ 74 EQ 58 EQ 38 Subtotal 2556 43 142 128 80 215 6 D.U. 7.20 44 0.12 1 0.36 2 0.34 2 0.23 1 220 4 D.U. 6.74 26 0.10 0 0.30 2 0.32 1 0.19 1 712 Small Office 6.122 KSF 14.39 88 1.37 8 0.30 2 0.73 4 1.43 9 Subtotal 158 9 6 7 11 822 Shopping Plaza <40 KSF 17.0 KSF 54.45 926 1.42 24 0.94 16 3.295 56 3.295 56 710 Office 17.0 KSF 10.84 184 1.34 23 0.18 3 0.24 4 1.20 20 565 Day Care Center 10.0 KSF 47.62 476 5.83 58 5.17 52 5.23 52 5.89 59 Subtotal 1586 105 71 112 135 Total 5272 173 267 292 257 Kingsley Ziegler Co r b e t t Council Tree Paddington 20% 25% 15 % 20 % 35 % 35 % 30 % 20 % Hidden Pond Horsetooth Grand Teton 49-unit apartment 49-unit apartment 32-unit apartment 32-unit apartment 49-unit apartment 32-unit apartment32-unit apartment 49-unit apartment 49-unit apartment 3-unit brownstone 3-unit brownstone daycare 32-unit apartment 32-unit apartment 2-story mixed-use 2-story office 2-story commercial SCALE: 1"=600' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Union Park Mixed-Use TIS, November 2023 Page 14 Residential Commercial APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 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 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: 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 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 TABULAR SUMMARY OF VEHICLE COUNTS Date: 9/29/2021 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Ziegler/Paddington-Grand Teton S = straight L = left turn Time Northbound: Ziegler Southbound: Ziegler Total Eastbound: Paddington Westbound: Grand Teton Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 4 233 1 238 1 251 0 252 490 0 0 21 21 3 0 3 6 27 517 7:45 12 223 4 239 3 293 0 296 535 1 0 17 18 4 0 5 9 27 562 8:00 6 207 3 216 1 277 1 279 495 0 0 8 8 2 0 3 5 13 508 8:15 10 217 2 229 0 199 1 200 429 1 0 11 12 8 0 4 12 24 453 7:30-8:30 32 880 10 922 5 1020 2 1027 1949 2 0 57 59 17 0 15 32 91 2040 PHF 0.67 0.94 0.63 0.96 0.42 0.87 0.5 0.87 0.5 n/a 0.68 0.7 0.53 n/a 0.75 0.67 0.91 4:30 14 276 2 292 0 282 2 284 576 0 0 15 15 1 0 2 3 18 594 4:45 21 302 6 329 5 266 2 273 602 1 0 9 10 1 0 1 2 12 614 5:00 18 327 6 351 5 305 2 312 663 1 0 15 16 2 0 4 6 22 685 5:15 21 304 3 328 5 296 2 303 631 0 0 18 18 2 0 5 7 25 656 4:30-5:30 74 1209 17 1300 15 1149 8 1172 2472 2 0 57 59 6 0 12 18 77 2549 PHF 0.88 0.92 0.71 0.93 0.75 0.94 1 0.94 0.5 n/a 0.79 0.82 0.75 n/a 0.6 0.64 0.93 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Corbett/Target Service Drive S = straight L = left turn Time Northbound: Corbett Southbound: Corbett Total Eastbound: Westbound: Target Service Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:00 2 0 2 0 1 1 2 0 2 2 5 7:15 1 1 2 1 3 4 2 0 2 2 8 7:30 2 3 5 1 2 3 6 0 6 6 14 7:45 3 1 4 1 2 3 7 0 7 7 14 # 8:00 4 2 6 1 6 7 8 0 8 8 21 # 8:15 5 1 6 0 9 9 6 0 6 6 21 # 8:30 1 2 3 0 5 5 10 1 11 11 19 # 8:45 4 3 7 2 6 8 6 2 8 8 23 # 8:00-9:00 0 14 8 22 3 26 0 29 PHF n/a 0.7 0.67 0.79 0.38 0.72 n/a 0.81 0.85 n/a n/a n/a n/a 0.75 n/a 0.38 0.75 0.75 0.91 4:00 10 7 17 0 4 4 6 0 6 6 27 4:15 7 6 13 2 5 7 15 1 16 16 36 4:30 7 8 15 1 5 6 8 2 10 10 31 4:45 2 4 6 1 4 5 9 2 11 11 22 # 5:00 5 6 11 0 2 2 8 0 8 8 21 # 5:15 4 5 9 1 3 4 4 0 4 4 17 # 5:30 2 1 3 1 4 5 7 2 9 9 17 # 5:45 3 6 9 0 3 3 3 0 3 3 15 # 4:00-5:00 0 26 25 51 4 18 0 22 PHF n/a 0.65 0.78 0.75 0.5 0.9 n/a 0.79 0.87 n/a n/a n/a n/a 0.63 n/a 0.63 0.67 0.67 0.81 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Corbett/Lowes Service Drive S = straight L = left turn Time Northbound: Corbett Southbound: Corbett Total Eastbound: Lowes Service Westbound: Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:00 0 2 2 1 0 1 0 0 0 0 0 3 7:15 1 0 1 4 0 4 0 0 0 0 0 5 7:30 0 2 2 3 0 3 0 0 0 0 0 5 7:45 1 2 3 2 0 2 0 1 1 0 1 6 # 8:00 1 3 4 6 0 6 0 1 1 0 1 11 # 8:15 0 5 5 8 0 8 0 1 1 0 1 14 # 8:30 0 2 2 4 0 4 0 1 1 0 1 7 # 8:45 0 6 6 6 0 6 0 2 2 0 2 14 # 8:00-9:00 1 16 0 17 0 24 0 24 PHF 0.25 0.67 n/a 0.71 n/a 0.75 n/a 0.75 0.79 n/a n/a 0.63 0.63 n/a n/a n/a n/a 0.63 0.82 4:00 1 9 10 4 0 4 0 0 0 0 0 14 4:15 1 7 8 6 0 6 0 1 1 0 1 15 4:30 0 9 9 5 0 5 0 1 1 0 1 15 4:45 0 4 4 4 0 4 0 1 1 0 1 9 # 5:00 0 5 5 2 0 2 0 0 0 0 0 7 # 5:15 0 4 4 4 0 4 0 0 0 0 0 8 # 5:30 0 4 4 4 0 4 0 1 1 0 1 9 # 5:45 1 2 3 2 0 2 0 1 1 0 1 6 # 4:00-5:00 2 29 0 31 0 19 0 19 PHF 0.5 0.81 n/a 0.78 n/a 0.79 n/a 0.79 0.89 n/a n/a 0.75 0.75 n/a n/a n/a n/a 0.75 0.88 APPENDIX C HCM 6th Signalized Intersection Summary Recent AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 40 16 74 2 7 3 100 874 47 100 832 84 Future Volume (veh/h) 40 16 74 2 7 3 100 874 47 100 832 84 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 44 18 2 2 8 1 110 960 15 110 914 60 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, %2 2 2 2 2 2 2 2 2 2 2 2 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 D D D D A A A A A A Approach Vol, veh/h 64 11 1085 1084 Approach Delay, s/veh 51.5 49.4 4.0 3.8 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.9 90.8 11.4 7.9 90.8 11.4 Change Period (Y+Rc), s 4.0 6.5 6.0 4.0 6.5 6.0 Max Green Setting (Gmax), s 7.0 60.5 26.0 20.0 47.5 26.0 Max Q Clear Time (g_c+I1), s 3.3 10.6 5.8 3.3 11.1 3.3 Green Ext Time (p_c), s 0.1 7.3 0.1 0.2 7.4 0.0 Intersection Summary HCM 6th Ctrl Delay 5.5 HCM 6th LOS A Timing Report, Sorted By Phase Recent AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report recent am.syn Phase Number 1 2 4 5 6 8 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)1 2 3 1 2 3 Minimum Initial (s)4 7 4 4 7 4 Vehicle Extension (s)3 3 3 3 3 3 Minimum Gap (s)3 3 3 3 3 3 Time Before Reduce (s)0 0 0 0 0 0 Time To Reduce (s)0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 14 19 16 19 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 36 47 4 36 60 4 End Time (s) 47 4 36 60 4 36 Yield/Force Off (s) 43 107.5 30 56 107.5 30 Yield/Force Off 170(s) 43 93.5 11 56 91.5 11 Local Start Time (s) 32 43 0 32 56 0 Local Yield (s) 39 103.5 26 52 103.5 26 Local Yield 170(s) 39 89.5 7 52 87.5 7 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 4 (4%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 9: Ziegler & Council Tree/Broadcom Queues Recent AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report recent am.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 44 99 2 8 3 110 960 52 110 914 92 v/c Ratio 0.28 0.38 0.01 0.04 0.01 0.22 0.39 0.05 0.23 0.37 0.08 Control Delay 45.6 16.5 37.0 38.1 0.0 4.2 9.2 0.1 4.3 8.5 2.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.6 16.5 37.0 38.1 0.0 4.2 9.2 0.1 4.3 8.5 2.2 Queue Length 50th (ft) 30 12 1 5 0 10 120 0 10 112 0 Queue Length 95th (ft) 55 53 8 17 0 42 272 0 42 241 22 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 343 462 299 457 474 508 2440 1125 645 2457 1127 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.13 0.21 0.01 0.02 0.01 0.22 0.39 0.05 0.17 0.37 0.08 Intersection Summary HCM 6th Signalized Intersection Summary Recent PM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 209 29 265 57 43 118 275 884 11 36 1011 92 Future Volume (veh/h) 209 29 265 57 43 118 275 884 11 36 1011 92 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 232 32 80 63 48 14 306 982 1 40 1123 52 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 322 102 255 263 404 342 410 2270 1013 405 2053 916 Arrive On Green 0.22 0.22 0.21 0.22 0.22 0.22 0.09 0.64 0.64 0.03 0.58 0.58 Sat Flow, veh/h 1340 474 1184 1281 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 232 0 112 63 48 14 306 982 1 40 1123 52 Grp Sat Flow(s),veh/h/ln 1340 0 1657 1281 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 20.2 0.0 6.9 5.2 2.5 0.8 7.8 16.6 0.0 1.1 23.4 1.7 Cycle Q Clear(g_c), s 22.7 0.0 6.9 12.1 2.5 0.8 7.8 16.6 0.0 1.1 23.4 1.7 Prop In Lane 1.00 0.71 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 322 0 358 263 404 342 410 2270 1013 405 2053 916 V/C Ratio(X) 0.72 0.00 0.31 0.24 0.12 0.04 0.75 0.43 0.00 0.10 0.55 0.06 Avail Cap(c_a), veh/h 334 0 373 275 421 357 510 2270 1013 465 2053 916 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.0 0.0 39.9 44.7 37.9 37.2 14.5 10.8 7.8 9.7 15.6 11.1 Incr Delay (d2), s/veh 7.2 0.0 0.5 0.5 0.1 0.0 4.6 0.6 0.0 0.1 1.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.4 0.0 2.9 1.7 1.2 0.3 3.5 5.9 0.0 0.4 8.9 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.2 0.0 40.4 45.1 38.0 37.3 19.2 11.4 7.8 9.8 16.7 11.2 LnGrp LOS D A D D D D B B A A B B Approach Vol, veh/h 344 125 1289 1215 Approach Delay, s/veh 49.7 41.5 13.3 16.2 Approach LOS D D B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 14.3 74.8 30.9 6.9 82.2 30.9 Change Period (Y+Rc), s 4.0 6.5 6.0 4.0 6.5 6.0 Max Green Setting (Gmax), s 17.0 60.5 26.0 7.0 70.5 26.0 Max Q Clear Time (g_c+I1), s 9.8 25.4 24.7 3.1 18.6 14.1 Green Ext Time (p_c), s 0.5 9.3 0.2 0.0 7.9 0.3 Intersection Summary HCM 6th Ctrl Delay 19.9 HCM 6th LOS B Timing Report, Sorted By Phase Recent PM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report recent pm.syn Phase Number 1 2 4 5 6 8 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)1 2 3 1 2 3 Minimum Initial (s)4 7 4 4 7 4 Vehicle Extension (s)3 3 3 3 3 3 Minimum Gap (s)3 3 3 3 3 3 Time Before Reduce (s)0 0 0 0 0 0 Time To Reduce (s)0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 14 19 16 19 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 36 57 4 36 47 4 End Time (s) 57 4 36 47 4 36 Yield/Force Off (s) 53 117.5 30 43 117.5 30 Yield/Force Off 170(s) 53 103.5 11 43 101.5 11 Local Start Time (s) 32 53 0 32 43 0 Local Yield (s) 49 113.5 26 39 113.5 26 Local Yield 170(s) 49 99.5 7 39 97.5 7 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 4 (3%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 9: Ziegler & Council Tree/Broadcom Queues Recent PM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report recent pm.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 232 326 63 48 131 306 982 12 40 1123 102 v/c Ratio 0.84 0.63 0.86 0.13 0.31 0.75 0.43 0.01 0.10 0.56 0.11 Control Delay 71.3 17.3 117.9 38.5 8.4 22.4 12.5 0.0 6.4 19.3 3.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 71.3 17.3 117.9 38.5 8.4 22.4 12.5 0.0 6.4 19.3 3.1 Queue Length 50th (ft) 169 54 46 30 0 75 207 0 8 298 0 Queue Length 95th (ft) #290 152 #131 63 51 172 260 0 18 386 28 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 304 549 81 419 457 449 2259 1033 416 1988 934 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.76 0.59 0.78 0.11 0.29 0.68 0.43 0.01 0.10 0.56 0.11 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Recent AM 22: Ziegler & Target Service Access 01/28/2023 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 11 9 908 1005 49 Future Vol, veh/h 15 11 9 908 1005 49 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 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 NBT EBLn1 SBT SBR Capacity (veh/h) 592 - 257 - - HCM Lane V/C Ratio 0.017 - 0.112 - - HCM Control Delay (s) 11.2 - 20.8 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0.1 - 0.4 - - HCM 6th TWSC Recent PM 22: Ziegler & Target Service Access 01/28/2023 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 49 61 13 1198 1078 105 Future Vol, veh/h 49 61 13 1198 1078 105 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 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 NBT EBLn1 SBT SBR Capacity (veh/h) 554 - 259 - - HCM Lane V/C Ratio 0.025 - 0.447 - - HCM Control Delay (s) 11.7 - 29.7 - - HCM Lane LOS B - D - - HCM 95th %tile Q(veh) 0.1 - 2.2 - - HCM 6th TWSC Recent AM 18: Ziegler & Hidden Pond 01/28/2023 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 3 6 919 4 1 1051 Future Vol, veh/h 3 6 919 4 1 1051 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 7 1033 4 1 1181 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1628 519 0 0 1037 0 Stage 1 1035 - - - - - Stage 2 593 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 93 502 - - 666 - Stage 1 303 - - - - - Stage 2 515 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 93 502 - - 666 - Mov Cap-2 Maneuver 213 - - - - - Stage 1 303 - - - - - Stage 2 514 - - - - - Approach WB NB SB HCM Control Delay, s 15.7 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 346 666 - HCM Lane V/C Ratio - - 0.029 0.002 - HCM Control Delay (s) - - 15.7 10.4 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC Recent PM 18: Ziegler & Hidden Pond 01/28/2023 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 3 1246 1 1 1182 Future Vol, veh/h 1 3 1246 1 1 1182 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 3 1326 1 1 1257 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1958 664 0 0 1327 0 Stage 1 1327 - - - - - Stage 2 631 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 56 403 - - 516 - Stage 1 212 - - - - - Stage 2 492 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 56 403 - - 516 - Mov Cap-2 Maneuver 156 - - - - - Stage 1 212 - - - - - Stage 2 491 - - - - - Approach WB NB SB HCM Control Delay, s 17.6 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 289 516 - HCM Lane V/C Ratio - - 0.015 0.002 - HCM Control Delay (s) - - 17.6 12 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0 0 - HCM 6th TWSC Recent AM 15: Ziegler & Paddington/Grand Teton 01/28/2023 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 55 16 0 15 32 883 10 5 981 2 Future Vol, veh/h 2 0 55 16 0 15 32 883 10 5 981 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 2 2 2 2 2 2 2 2 2 2 2 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 NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 641 - - 391 105 699 - - HCM Lane V/C Ratio 0.055 - - 0.16 0.324 0.008 - - HCM Control Delay (s) 10.9 - - 16 54.9 10.2 - - HCM Lane LOS B - - C F B - - HCM 95th %tile Q(veh) 0.2 - - 0.6 1.3 0 - - HCM 6th TWSC Recent PM 15: Ziegler & Paddington/Grand Teton 01/28/2023 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 55 6 0 12 71 1162 16 15 1122 8 Future Vol, veh/h 2 0 55 6 0 12 71 1162 16 15 1122 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 2 2 2 2 2 2 2 2 2 2 2 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 NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 570 - - 293 67 545 - - HCM Lane V/C Ratio 0.134 - - 0.209 0.289 0.03 - - HCM Control Delay (s) 12.3 - - 20.5 79.2 11.8 - - HCM Lane LOS B - - C F B - - HCM 95th %tile Q(veh) 0.5 - - 0.8 1 0.1 - - HCM 6th TWSC Recent AM 4: Corbett & Target Service Access 01/28/2023 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 3.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 30 3 14 8 3 26 Future Vol, veh/h 30 3 14 8 3 26 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 33 3 15 9 3 29 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 55 20 0 0 24 0 Stage 1 20 - - - - - Stage 2 35 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 953 1058 - - 1591 - Stage 1 1003 - - - - - Stage 2 987 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 951 1058 - - 1591 - Mov Cap-2 Maneuver 951 - - - - - Stage 1 1003 - - - - - Stage 2 985 - - - - - Approach WB NB SB HCM Control Delay, s 8.9 0 0.8 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 960 1591 - HCM Lane V/C Ratio - - 0.038 0.002 - HCM Control Delay (s) - - 8.9 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC Recent PM 4: Corbett & Target Service Access 01/28/2023 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 3.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 38 5 26 25 4 18 Future Vol, veh/h 38 5 26 25 4 18 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 45 6 31 29 5 21 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 77 46 0 0 60 0 Stage 1 46 - - - - - Stage 2 31 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 926 1023 - - 1544 - Stage 1 976 - - - - - Stage 2 992 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 923 1023 - - 1544 - Mov Cap-2 Maneuver 923 - - - - - Stage 1 976 - - - - - Stage 2 989 - - - - - Approach WB NB SB HCM Control Delay, s 9.1 0 1.3 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 934 1544 - HCM Lane V/C Ratio - - 0.054 0.003 - HCM Control Delay (s) - - 9.1 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC Recent AM 6: Corbett & Lowes Service Access 01/28/2023 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 1 16 24 0 Future Vol, veh/h 0 5 1 16 24 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 6 1 19 28 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 49 28 28 0 - 0 Stage 1 28 - - - - - Stage 2 21 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 960 1047 1585 - - - Stage 1 995 - - - - - Stage 2 1002 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 959 1047 1585 - - - Mov Cap-2 Maneuver 959 - - - - - Stage 1 994 - - - - - Stage 2 1002 - - - - - Approach EB NB SB HCM Control Delay, s 8.5 0.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1585 - 1047 - - HCM Lane V/C Ratio 0.001 - 0.006 - - HCM Control Delay (s) 7.3 0 8.5 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th TWSC Recent PM 6: Corbett & Lowes Service Access 01/28/2023 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 3 2 29 19 0 Future Vol, veh/h 0 3 2 29 19 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 4 2 34 22 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 60 22 22 0 - 0 Stage 1 22 - - - - - Stage 2 38 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 947 1055 1593 - - - Stage 1 1001 - - - - - Stage 2 984 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 946 1055 1593 - - - Mov Cap-2 Maneuver 946 - - - - - Stage 1 1000 - - - - - Stage 2 984 - - - - - Approach EB NB SB HCM Control Delay, s 8.4 0.5 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1593 - 1055 - - HCM Lane V/C Ratio 0.001 - 0.003 - - HCM Control Delay (s) 7.3 0 8.4 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-2 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized 4 Arterial/Collector Arterial/Local Collector/Local Local/Local 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 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S EB L T / T A M 1 3 0 V P H AM 2 4 3 5 V P H P M 2 9 6 8 V P H EB L T / T P M 1 8 0 V P H MINOR STREET APPROACH - VPH MA J O R S T R E E T - T O T A L O F B O T H A P P R O A C H - VE H I C L E S P E R H O U R ( V P H ) *N o t e : 1 5 0 v p h a p p l i e s a s t h e l o w e r t h r e s h o l d v o l u m e f o r a m i n o r- s t r e e t ap p r o a c h w i t h t w o o r m o r e l a n e s a n d 1 0 0 v p h a p p l i e s a s t h e l o w e r th r e s h o l d v o l u m e f o r a m i n o r - s t r e e t a p p r o a c h w i t h o n e l a n e . SH O R T R A N G E ( 2 0 2 8 ) T O T A L P E A K H O U R W A R R A N T A T ZI E G L E R / H I D D E N P O N D - S I T E A C C E S S I N T E R S E C T I O N MU T C D , 2 0 0 3 E D I T I O N , P A G E 4 C - 7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S EB L T / T A M 1 3 0 V P H AM 2 4 3 5 V P H P M 2 9 6 8 V P H EB L T / T P M 1 8 0 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S EB L T / T A M 1 3 0 V P H AM 2 4 3 5 V P H P M 2 9 6 8 V P H EB L T / T P M 1 8 0 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S EB L T / T A M 1 3 0 V P H AM 2 4 3 5 V P H P M 2 9 6 8 V P H EB L T / T P M 1 8 0 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S EB A M 1 7 5 V P H AM 2 9 9 0 V P H P M 3 5 8 0 V P H EB P M 2 0 0 V P H MINOR STREET APPROACH - VPH MA J O R S T R E E T - T O T A L O F B O T H A P P R O A C H - VE H I C L E S P E R H O U R ( V P H ) *N o t e : 1 5 0 v p h a p p l i e s a s t h e l o w e r t h r e s h o l d v o l u m e f o r a m i n o r- s t r e e t ap p r o a c h w i t h t w o o r m o r e l a n e s a n d 1 0 0 v p h a p p l i e s a s t h e l o w e r th r e s h o l d v o l u m e f o r a m i n o r - s t r e e t a p p r o a c h w i t h o n e l a n e . LO N G R A N G E ( 2 0 4 5 ) T O T A L P E A K H O U R W A R R A N T A T ZI E G L E R / P A D D I N G T O N - G R A N D T E T O N I N T E R S E C T I O N MU T C D , 2 0 0 3 E D I T I O N , P A G E 4 C - 7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S EB A M 1 7 5 V P H AM 2 9 9 0 V P H P M 3 5 8 0 V P H EB P M 2 0 0 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S EB A M 1 7 5 V P H AM 2 9 9 0 V P H P M 3 5 8 0 V P H EB P M 2 0 0 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S EB A M 1 7 5 V P H AM 2 9 9 0 V P H P M 3 5 8 0 V P H EB P M 2 0 0 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S EB L T / T A M 3 0 V P H AM 3 0 9 0 V P H P M 3 6 8 0 V P H EB L T / T P M 5 0 V P H MINOR STREET APPROACH - VPH MA J O R S T R E E T - T O T A L O F B O T H A P P R O A C H - VE H I C L E S P E R H O U R ( V P H ) *N o t e : 1 5 0 v p h a p p l i e s a s t h e l o w e r t h r e s h o l d v o l u m e f o r a m i n o r- s t r e e t ap p r o a c h w i t h t w o o r m o r e l a n e s a n d 1 0 0 v p h a p p l i e s a s t h e l o w e r th r e s h o l d v o l u m e f o r a m i n o r - s t r e e t a p p r o a c h w i t h o n e l a n e . LO N G R A N G E ( 2 0 4 5 ) T O T A L P E A K H O U R W A R R A N T A T ZI E G L E R / H I D D E N P O N D - S I T E A C C E S S I N T E R S E C T I O N MU T C D , 2 0 0 3 E D I T I O N , P A G E 4 C - 7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S EB L T / T A M 3 0 V P H AM 3 0 9 0 V P H P M 3 6 8 0 V P H EB L T / T P M 5 0 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S EB L T / T A M 3 0 V P H AM 3 0 9 0 V P H P M 3 6 8 0 V P H EB L T / T P M 5 0 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S EB L T / T A M 3 0 V P H AM 3 0 9 0 V P H P M 3 6 8 0 V P H EB L T / T P M 5 0 V P H APPENDIX E HCM 6th Signalized Intersection Summary Short Bkgrd AM 179: Ziegler & Council Tree/Broadcom Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 42 17 77 2 7 3 104 1044 49 104 994 88 Future Volume (veh/h) 42 17 77 2 7 3 104 1044 49 104 994 88 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.95 0.99 0.99 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 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870 Adj Flow Rate, veh/h 46 19 3 2 8 1 114 1147 7 114 1092 63 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, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 169 123 19 158 147 123 449 2632 1220 523 2632 1173 Arrive On Green 0.08 0.08 0.08 0.08 0.08 0.08 0.09 1.00 1.00 0.04 0.74 0.74 Sat Flow, veh/h 1391 1563 247 1375 1870 1567 1781 3554 1648 1853 3554 1584 Grp Volume(v), veh/h 46 0 22 2 8 1 114 1147 7 114 1092 63 Grp Sat Flow(s),veh/h/ln 1391 0 1810 1375 1870 1567 1781 1777 1648 1853 1777 1584 Q Serve(g_s), s 3.5 0.0 1.2 0.1 0.4 0.1 1.7 0.0 0.0 1.6 12.7 1.2 Cycle Q Clear(g_c), s 3.9 0.0 1.2 1.4 0.4 0.1 1.7 0.0 0.0 1.6 12.7 1.2 Prop In Lane 1.00 0.14 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 169 0 142 158 147 123 449 2632 1220 523 2632 1173 V/C Ratio(X) 0.27 0.00 0.15 0.01 0.05 0.01 0.25 0.44 0.01 0.22 0.41 0.05 Avail Cap(c_a), veh/h 439 0 494 425 510 427 483 2632 1220 777 2632 1173 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 1.00 1.00 1.00 1.00 0.36 0.36 0.36 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.7 0.0 47.3 47.9 46.9 46.7 3.5 0.0 0.0 2.7 5.3 3.9 Incr Delay (d2), s/veh 0.9 0.0 0.5 0.0 0.2 0.0 0.1 0.2 0.0 0.2 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 0.6 0.1 0.2 0.0 0.4 0.1 0.0 0.4 3.8 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.6 0.0 47.8 47.9 47.0 46.7 3.6 0.2 0.0 2.9 5.8 3.9 LnGrp LOS D A D D D D A A A A A A Approach Vol, veh/h 68 11 1268 1269 Approach Delay, s/veh 49.0 47.2 0.5 5.5 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.9 87.5 13.7 8.9 87.5 13.7 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 6.0 57.0 29.0 19.0 44.0 29.0 Max Q Clear Time (g_c+I1), s 3.7 14.7 5.9 3.6 2.0 3.4 Green Ext Time (p_c), s 0.1 9.7 0.2 0.2 10.2 0.0 Intersection Summary HCM 6th Ctrl Delay 4.4 HCM 6th LOS A Timing Report, Sorted By Phase Short Bkgrd AM 179: Ziegler & Council Tree/Broadcom Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report sb am.syn Phase Number 1 2 4 5 6 8 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 64 35 24 51 35 Maximum Split (%) 10.0% 58.2% 31.8% 21.8% 46.4% 31.8% Minimum Split (s) 11 30 35 11 32 35 Yellow Time (s) 5 4.5 3 5 4.5 3 All-Red Time (s) 0 2.5 3 0 2.5 3 Minimum Initial (s)4 7 4 4 7 4 Vehicle Extension (s)3 3 3 3 3 3 Minimum Gap (s)3 3 3 3 3 3 Time Before Reduce (s)0 0 0 0 0 0 Time To Reduce (s)0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 16 22 18 22 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 40 51 5 40 64 5 End Time (s) 51 5 40 64 5 40 Yield/Force Off (s) 46 108 34 59 108 34 Yield/Force Off 170(s) 46 92 12 59 90 12 Local Start Time (s) 42 53 7 42 66 7 Local Yield (s) 48 0 36 61 0 36 Local Yield 170(s) 48 94 14 61 92 14 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 108 (98%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 179: Ziegler & Council Tree/Broadcom Queues Short Bkgrd AM 179: Ziegler & Council Tree/Broadcom Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report sb am.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 46 104 2 8 3 114 1147 54 114 1092 97 v/c Ratio 0.27 0.39 0.01 0.04 0.01 0.28 0.50 0.05 0.26 0.47 0.09 Control Delay 44.4 15.9 35.5 36.7 0.0 4.2 12.1 2.2 5.2 10.7 2.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 44.4 15.9 35.5 36.7 0.0 4.2 12.1 2.2 5.2 10.7 2.4 Queue Length 50th (ft) 31 13 1 5 0 5 274 0 11 156 0 Queue Length 95th (ft) 55 52 7 17 0 m41 m402 m4 49 336 25 Internal Link Dist (ft) 846 1057 1077 4040 Turn Bay Length (ft) 150 40 420 340 400 400 Base Capacity (vph) 382 498 314 508 532 409 2289 1137 630 2309 1086 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.21 0.01 0.02 0.01 0.28 0.50 0.05 0.18 0.47 0.09 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Short Bkgrd PM 179: Ziegler & Council Tree/Broadcom Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 218 30 277 60 45 123 288 1056 11 38 1208 96 Future Volume (veh/h) 218 30 277 60 45 123 288 1056 11 38 1208 96 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.98 1.00 0.99 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 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870 Adj Flow Rate, veh/h 242 33 171 67 50 17 320 1173 1 42 1342 45 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, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 331 59 307 192 429 361 359 2216 1028 278 1929 860 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.23 0.04 0.21 0.21 0.03 0.54 0.54 Sat Flow, veh/h 1327 259 1340 1174 1870 1575 1781 3554 1648 1853 3554 1585 Grp Volume(v), veh/h 242 0 204 67 50 17 320 1173 1 42 1342 45 Grp Sat Flow(s),veh/h/ln 1327 0 1598 1174 1870 1575 1781 1777 1648 1853 1777 1585 Q Serve(g_s), s 23.0 0.0 14.7 7.0 2.8 1.1 11.6 38.2 0.1 1.3 36.1 1.7 Cycle Q Clear(g_c), s 25.7 0.0 14.7 21.6 2.8 1.1 11.6 38.2 0.1 1.3 36.1 1.7 Prop In Lane 1.00 0.84 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 331 0 366 192 429 361 359 2216 1028 278 1929 860 V/C Ratio(X) 0.73 0.00 0.56 0.35 0.12 0.05 0.89 0.53 0.00 0.15 0.70 0.05 Avail Cap(c_a), veh/h 395 0 443 248 518 436 364 2216 1028 319 1929 860 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.9 0.0 44.3 53.8 39.7 39.0 31.4 34.6 19.5 15.3 21.8 14.0 Incr Delay (d2), s/veh 5.5 0.0 1.3 1.1 0.1 0.1 2.8 0.1 0.0 0.2 2.1 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 8.2 0.0 6.0 2.1 1.3 0.4 11.3 18.2 0.0 0.5 14.8 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 55.4 0.0 45.6 54.9 39.8 39.1 34.2 34.7 19.5 15.5 23.9 14.1 LnGrp LOS E A D D D D C C B B C B Approach Vol, veh/h 446 134 1494 1429 Approach Delay, s/veh 50.9 47.3 34.6 23.4 Approach LOS D D C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 18.6 76.6 34.8 8.1 87.1 34.8 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 14.0 63.0 35.0 6.0 71.0 35.0 Max Q Clear Time (g_c+I1), s 13.6 38.1 27.7 3.3 40.2 23.6 Green Ext Time (p_c), s 0.1 6.6 1.0 0.0 5.4 0.3 Intersection Summary HCM 6th Ctrl Delay 32.6 HCM 6th LOS C Timing Report, Sorted By Phase Short Bkgrd PM 179: Ziegler & Council Tree/Broadcom Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report sb pm.syn Phase Number 1 2 4 5 6 8 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) 19 70 41 11 78 41 Maximum Split (%) 14.6% 53.8% 31.5% 8.5% 60.0% 31.5% Minimum Split (s) 11 30 35 11 32 35 Yellow Time (s) 5 4.5 3 5 4.5 3 All-Red Time (s) 0 2.5 3 0 2.5 3 Minimum Initial (s)4 7 4 4 7 4 Vehicle Extension (s)3 3 3 3 3 3 Minimum Gap (s)3 3 3 3 3 3 Time Before Reduce (s)0 0 0 0 0 0 Time To Reduce (s)0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 16 22 18 22 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 86 105 45 86 97 45 End Time (s) 105 45 86 97 45 86 Yield/Force Off (s) 100 38 80 92 38 80 Yield/Force Off 170(s) 100 22 58 92 20 58 Local Start Time (s) 48 67 7 48 59 7 Local Yield (s) 62 0 42 54 0 42 Local Yield 170(s) 62 114 20 54 112 20 Intersection Summary Cycle Length 130 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 38 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 179: Ziegler & Council Tree/Broadcom Queues Short Bkgrd PM 179: Ziegler & Council Tree/Broadcom Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report sb pm.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 242 341 67 50 137 320 1173 12 42 1342 107 v/c Ratio 0.81 0.71 0.84 0.12 0.30 0.84 0.55 0.01 0.12 0.80 0.13 Control Delay 67.7 32.0 110.0 38.3 7.5 26.7 13.1 0.9 8.8 32.0 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 67.7 32.0 110.0 38.3 7.5 26.7 13.1 0.9 8.8 32.0 3.4 Queue Length 50th (ft) 194 143 54 34 0 178 349 0 10 484 0 Queue Length 95th (ft) 277 239 #130 65 50 m#215 m322 m0 25 581 30 Internal Link Dist (ft) 963 428 1077 4040 Turn Bay Length (ft) 150 40 420 340 400 400 Base Capacity (vph) 371 555 99 515 529 381 2129 1043 352 1684 834 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.65 0.61 0.68 0.10 0.26 0.84 0.55 0.01 0.12 0.80 0.13 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Short Bkgrd AM 11: Ziegler & Target Service Access Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 11 9 1080 1175 49 Future Vol, veh/h 15 11 9 1080 1175 49 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 250 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 16 12 10 1174 1277 53 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1911 665 1330 0 - 0 Stage 1 1304 - - - - - Stage 2 607 - - - - - 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 60 403 515 - - - Stage 1 218 - - - - - Stage 2 507 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 59 403 515 - - - Mov Cap-2 Maneuver 159 - - - - - Stage 1 214 - - - - - Stage 2 507 - - - - - Approach EB NB SB HCM Control Delay, s 24.4 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 515 - 214 - - HCM Lane V/C Ratio 0.019 - 0.132 - - HCM Control Delay (s) 12.1 - 24.4 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0.1 - 0.4 - - HCM 6th TWSC Short Bkgrd PM 2: Ziegler & Target Service Access Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 49 61 13 1384 1281 105 Future Vol, veh/h 49 61 13 1384 1281 105 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 250 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 53 66 14 1504 1392 114 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2229 753 1506 0 - 0 Stage 1 1449 - - - - - Stage 2 780 - - - - - 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 ~ 36 352 441 - - - Stage 1 182 - - - - - Stage 2 412 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 35 352 441 - - - Mov Cap-2 Maneuver 126 - - - - - Stage 1 176 - - - - - Stage 2 412 - - - - - Approach EB NB SB HCM Control Delay, s 48.5 0.1 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 441 - 196 - - HCM Lane V/C Ratio 0.032 - 0.61 - - HCM Control Delay (s) 13.4 - 48.5 - - HCM Lane LOS B - E - - HCM 95th %tile Q(veh) 0.1 - 3.4 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Short Bkgrd AM 8: Ziegler & Hidden Pond Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 3 6 1091 4 1 1221 Future Vol, veh/h 3 6 1091 4 1 1221 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 7 1186 4 1 1327 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1854 595 0 0 1190 0 Stage 1 1188 - - - - - Stage 2 666 - - - - - 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 65 447 - - 582 - Stage 1 252 - - - - - Stage 2 472 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 65 447 - - 582 - Mov Cap-2 Maneuver 65 - - - - - Stage 1 252 - - - - - Stage 2 471 - - - - - Approach WB NB SB HCM Control Delay, s 30.5 0 0 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 151 582 - HCM Lane V/C Ratio - - 0.065 0.002 - HCM Control Delay (s) - - 30.5 11.2 - HCM Lane LOS - - D B - HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC Short Bkgrd PM 3: Ziegler & Hidden Pond Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 3 1432 1 1 1385 Future Vol, veh/h 1 3 1432 1 1 1385 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 3 1557 1 1 1505 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2313 779 0 0 1558 0 Stage 1 1558 - - - - - Stage 2 755 - - - - - 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 32 339 - - 421 - Stage 1 159 - - - - - Stage 2 425 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 32 339 - - 421 - Mov Cap-2 Maneuver 32 - - - - - Stage 1 159 - - - - - Stage 2 424 - - - - - Approach WB NB SB HCM Control Delay, s 42.6 0 0 HCM LOS E Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 100 421 - HCM Lane V/C Ratio - - 0.043 0.003 - HCM Control Delay (s) - - 42.6 13.6 - HCM Lane LOS - - E B - HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC Short Bkgrd AM 5: Ziegler & Paddington/Grand Teton Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 55 16 0 15 32 1055 10 5 1151 2 Future Vol, veh/h 2 0 55 16 0 15 32 1055 10 5 1151 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 0 65 19 0 18 38 1241 12 6 1354 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2064 2696 678 2012 2691 627 1356 0 0 1253 0 0 Stage 1 1367 1367 - 1323 1323 - - - - - - - Stage 2 697 1329 - 689 1368 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 32 21 395 35 21 426 503 - - 551 - - Stage 1 155 213 - 165 224 - - - - - - - Stage 2 398 222 - 402 213 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 29 19 395 27 19 426 503 - - 551 - - Mov Cap-2 Maneuver 29 19 - 27 19 - - - - - - - Stage 1 143 211 - 152 207 - - - - - - - Stage 2 353 205 - 332 211 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 22.3 188 0.4 0.1 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 503 - - 274 49 551 - - HCM Lane V/C Ratio 0.075 - - 0.245 0.744 0.011 - - HCM Control Delay (s) 12.7 - - 22.3 188 11.6 - - HCM Lane LOS B - - C F B - - HCM 95th %tile Q(veh) 0.2 - - 0.9 3 0 - - HCM 6th TWSC Short Bkgrd PM 6: Ziegler & Paddington/Grand Teton Scenario 1 City of Fort Collins Signal Timing 11/06/2023 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 55 6 0 12 71 1348 16 15 1325 8 Future Vol, veh/h 2 0 55 6 0 12 71 1348 16 15 1325 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -- - - - - 200 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 0 61 7 0 13 79 1498 18 17 1472 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2418 3185 741 2435 3180 758 1481 0 0 1516 0 0 Stage 1 1511 1511 - 1665 1665 - - - - - - - Stage 2 907 1674 - 770 1515 - - - - - - - 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 17 10 359 16 10 350 450 - - 437 - - Stage 1 126 181 - 101 152 - - - - - - - Stage 2 297 151 - 359 180 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 14 8 359 11 8 350 450 - - 437 - - Mov Cap-2 Maneuver 14 8 - 11 8 - - - - - - - Stage 1 104 174 - 83 125 - - - - - - - Stage 2 236 124 - 286 173 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 32.5 241.5 0.7 0.2 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 450 - - 193 31 437 - - HCM Lane V/C Ratio 0.175 - - 0.328 0.645 0.038 - - HCM Control Delay (s) 14.7 - - 32.5 241.5 13.6 - - HCM Lane LOS B - - D F B - - HCM 95th %tile Q(veh) 0.6 - - 1.4 2.1 0.1 - - HCM 6th TWSC Short Bkgrd AM 4: Corbett & Target Service Access 11/06/2023 Synchro 11 Light Report sb am corbett.syn Intersection Int Delay, s/veh 3.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 30 3 14 8 3 26 Future Vol, veh/h 30 3 14 8 3 26 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 33 3 15 9 3 29 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 55 20 0 0 24 0 Stage 1 20 - - - - - Stage 2 35 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 953 1058 - - 1591 - Stage 1 1003 - - - - - Stage 2 987 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 951 1058 - - 1591 - Mov Cap-2 Maneuver 951 - - - - - Stage 1 1003 - - - - - Stage 2 985 - - - - - Approach WB NB SB HCM Control Delay, s 8.9 0 0.8 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 960 1591 - HCM Lane V/C Ratio - - 0.038 0.002 - HCM Control Delay (s) - - 8.9 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC Short Bkgrd PM 4: Corbett & Target Service Access 11/06/2023 Synchro 11 Light Report sb pm corbett.syn Intersection Int Delay, s/veh 3.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 38 5 26 25 4 18 Future Vol, veh/h 38 5 26 25 4 18 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 45 6 31 29 5 21 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 77 46 0 0 60 0 Stage 1 46 - - - - - Stage 2 31 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 926 1023 - - 1544 - Stage 1 976 - - - - - Stage 2 992 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 923 1023 - - 1544 - Mov Cap-2 Maneuver 923 - - - - - Stage 1 976 - - - - - Stage 2 989 - - - - - Approach WB NB SB HCM Control Delay, s 9.1 0 1.3 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 934 1544 - HCM Lane V/C Ratio - - 0.054 0.003 - HCM Control Delay (s) - - 9.1 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC Short Bkgrd AM 6: Corbett & Lowes Service Access 11/06/2023 Synchro 11 Light Report sb am corbett.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 1 16 24 0 Future Vol, veh/h 0 5 1 16 24 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 6 1 19 28 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 49 28 28 0 - 0 Stage 1 28 - - - - - Stage 2 21 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 960 1047 1585 - - - Stage 1 995 - - - - - Stage 2 1002 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 959 1047 1585 - - - Mov Cap-2 Maneuver 959 - - - - - Stage 1 994 - - - - - Stage 2 1002 - - - - - Approach EB NB SB HCM Control Delay, s 8.5 0.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1585 - 1047 - - HCM Lane V/C Ratio 0.001 - 0.006 - - HCM Control Delay (s) 7.3 0 8.5 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th TWSC Short Bkgrd PM 6: Corbett & Lowes Service Access 11/06/2023 Synchro 11 Light Report sb pm corbett.syn Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 3 2 29 19 0 Future Vol, veh/h 0 3 2 29 19 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 4 2 34 22 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 60 22 22 0 - 0 Stage 1 22 - - - - - Stage 2 38 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 947 1055 1593 - - - Stage 1 1001 - - - - - Stage 2 984 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 946 1055 1593 - - - Mov Cap-2 Maneuver 946 - - - - - Stage 1 1000 - - - - - Stage 2 984 - - - - - Approach EB NB SB HCM Control Delay, s 8.4 0.5 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1593 - 1055 - - HCM Lane V/C Ratio 0.001 - 0.003 - - HCM Control Delay (s) 7.3 0 8.4 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - APPENDIX F HCM 6th Signalized Intersection Summary Long Bkgrd AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 20 85 5 10 5 115 1395 55 115 1295 95 Future Volume (veh/h) 70 20 85 5 10 5 115 1395 55 115 1295 95 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 74 21 4 5 11 1 121 1468 21 121 1363 63 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 214 122 23 142 66 56 344 2523 1125 324 2523 1125 Arrive On Green 0.06 0.08 0.07 0.02 0.04 0.04 0.04 0.71 0.71 0.04 0.71 0.71 Sat Flow, veh/h 1781 1527 291 1781 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 74 0 25 5 11 1 121 1468 21 121 1363 63 Grp Sat Flow(s),veh/h/ln 1781 0 1818 1781 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 4.2 0.0 1.4 0.3 0.6 0.1 2.0 22.5 0.4 2.0 19.9 1.3 Cycle Q Clear(g_c), s 4.2 0.0 1.4 0.3 0.6 0.1 2.0 22.5 0.4 2.0 19.9 1.3 Prop In Lane 1.00 0.16 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 214 0 145 142 66 56 344 2523 1125 324 2523 1125 V/C Ratio(X) 0.35 0.00 0.17 0.04 0.17 0.02 0.35 0.58 0.02 0.37 0.54 0.06 Avail Cap(c_a), veh/h 220 0 314 228 323 274 394 2523 1125 374 2523 1125 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.1 0.0 47.3 49.7 51.5 51.2 6.2 7.9 4.7 7.0 7.5 4.8 Incr Delay (d2), s/veh 1.0 0.0 0.6 0.1 1.2 0.1 0.6 1.0 0.0 0.7 0.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 0.7 0.1 0.3 0.0 0.6 7.0 0.1 0.6 6.2 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.1 0.0 47.9 49.8 52.6 51.3 6.8 8.9 4.7 7.7 8.3 4.9 LnGrp LOS D A D D D D A A A A A A Approach Vol, veh/h 99 17 1610 1547 Approach Delay, s/veh 46.6 51.7 8.7 8.2 Approach LOS D D A A Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 7.9 83.6 4.7 13.8 7.9 83.6 9.6 8.9 Change Period (Y+Rc), s 4.0 6.5 4.0 6.0 4.0 6.5 4.0 6.0 Max Green Setting (Gmax), s 7.0 58.5 6.0 18.0 7.0 58.5 6.0 18.0 Max Q Clear Time (g_c+I1), s 4.0 21.9 2.3 3.4 4.0 24.5 6.2 2.6 Green Ext Time (p_c), s 0.1 12.6 0.0 0.0 0.1 13.5 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 9.8 HCM 6th LOS A Timing Report, Sorted By Phase Long Bkgrd AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report lb am.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 65 10 24 11 65 10 24 Maximum Split (%) 10.0% 59.1% 9.1% 21.8% 10.0% 59.1% 9.1% 21.8% Minimum Split (s) 11 28.5 9.5 24 11 29.5 9.5 24 Yellow Time (s) 3 4.5 3 4 3 4.5 3 4 All-Red Time (s)1 2 1 2 1 2 1 2 Minimum Initial (s)4 7 5 4 4 7 5 4 Vehicle Extension (s)3 3 3 3 3 3 3 3 Minimum Gap (s)3 3 3 3 3 3 3 3 Time Before Reduce (s)0 0 0 0 0 0 0 0 Time To Reduce (s)0 0 0 0 0 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 14 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 34 45 0 10 34 45 0 10 End Time (s) 45 0 10 34 45 0 10 34 Yield/Force Off (s) 41 103.5 6 28 41 103.5 6 28 Yield/Force Off 170(s) 41 89.5 6 28 41 87.5 6 28 Local Start Time (s) 34 45 0 10 34 45 0 10 Local Yield (s) 41 103.5 6 28 41 103.5 6 28 Local Yield 170(s) 41 89.5 6 28 41 87.5 6 28 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 9: Ziegler & Council Tree/Broadcom Queues Long Bkgrd AM 9: Ziegler & Council Tree/Broadcom 01/28/2023 Synchro 11 Light Report lb am.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 74 110 5 11 5 121 1468 58 121 1363 100 v/c Ratio 0.42 0.47 0.03 0.08 0.02 0.36 0.61 0.05 0.40 0.57 0.09 Control Delay 48.1 20.3 36.8 46.8 0.2 6.0 12.5 0.3 7.1 12.0 2.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.1 20.3 36.8 46.8 0.2 6.0 12.5 0.3 7.1 12.0 2.0 Queue Length 50th (ft) 50 14 3 7 0 9 211 0 9 194 0 Queue Length 95th (ft) 83 66 13 25 0 40 495 3 40 438 21 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 176 356 174 321 367 343 2420 1117 310 2408 1112 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.42 0.31 0.03 0.03 0.01 0.35 0.61 0.05 0.39 0.57 0.09 Intersection Summary HCM 6th Signalized Intersection Summary Long Bkgrd PM 9: Ziegler & Council Tree/Broadcom 01/29/2023 Synchro 11 Light Report lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 290 35 300 65 50 135 310 1350 15 40 1605 105 Future Volume (veh/h) 290 35 300 65 50 135 310 1350 15 40 1605 105 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 299 36 116 67 52 1 320 1392 1 41 1655 12 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 332 51 165 210 99 84 351 2285 1019 279 1900 847 Arrive On Green 0.13 0.13 0.12 0.05 0.05 0.05 0.14 0.64 0.64 0.03 0.53 0.53 Sat Flow, veh/h 1781 389 1255 1781 1870 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 299 0 152 67 52 1 320 1392 1 41 1655 12 Grp Sat Flow(s),veh/h/ln 1781 0 1644 1781 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 16.0 0.0 10.6 4.2 3.3 0.1 14.5 27.6 0.0 1.2 48.7 0.4 Cycle Q Clear(g_c), s 16.0 0.0 10.6 4.2 3.3 0.1 14.5 27.6 0.0 1.2 48.7 0.4 Prop In Lane 1.00 0.76 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 332 0 217 210 99 84 351 2285 1019 279 1900 847 V/C Ratio(X) 0.90 0.00 0.70 0.32 0.53 0.01 0.91 0.61 0.00 0.15 0.87 0.01 Avail Cap(c_a), veh/h 332 0 329 217 234 198 351 2285 1019 339 1900 847 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.8 0.0 50.2 49.7 55.4 53.9 35.9 12.6 7.6 12.5 24.3 13.1 Incr Delay (d2), s/veh 26.0 0.0 4.1 0.9 4.3 0.1 27.2 1.2 0.0 0.2 5.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 0.0 4.6 1.9 1.7 0.0 11.7 9.9 0.0 0.5 20.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 72.8 0.0 54.3 50.6 59.6 53.9 63.2 13.8 7.6 12.7 30.1 13.1 LnGrp LOS E A D D E D E B A B C B Approach Vol, veh/h 451 120 1713 1708 Approach Delay, s/veh 66.6 54.5 23.0 29.6 Approach LOS E D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 20.0 69.7 9.5 20.8 7.0 82.7 19.0 11.3 Change Period (Y+Rc), s 4.0 6.5 4.0 6.0 4.0 6.5 4.0 6.0 Max Green Setting (Gmax), s 16.0 54.5 6.0 23.0 7.0 63.5 15.0 14.0 Max Q Clear Time (g_c+I1), s 16.5 50.7 6.2 12.6 3.2 29.6 18.0 5.3 Green Ext Time (p_c), s 0.0 3.1 0.0 0.5 0.0 12.3 0.0 0.1 Intersection Summary HCM 6th Ctrl Delay 31.7 HCM 6th LOS C Timing Report, Sorted By Phase Long Bkgrd PM 9: Ziegler & Council Tree/Broadcom 01/29/2023 Synchro 11 Light Report lb pm.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 20 61 10 29 11 70 19 20 Maximum Split (%) 16.7% 50.8% 8.3% 24.2% 9.2% 58.3% 15.8% 16.7% Minimum Split (s) 11 28.5 9.5 20 11 29.5 9.5 20 Yellow Time (s) 3 4.5 3 4 3 4.5 3 4 All-Red Time (s)1 2 1 2 1 2 1 2 Minimum Initial (s)4 7 5 4 4 7 5 4 Vehicle Extension (s)3 3 3 3 3 3 3 3 Minimum Gap (s)3 3 3 3 3 3 3 3 Time Before Reduce (s)0 0 0 0 0 0 0 0 Time To Reduce (s)0 0 0 0 0 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 14 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 39 59 0 10 39 50 0 19 End Time (s) 59 0 10 39 50 0 19 39 Yield/Force Off (s) 55 113.5 6 33 46 113.5 15 33 Yield/Force Off 170(s) 55 99.5 6 33 46 97.5 15 33 Local Start Time (s) 39 59 0 10 39 50 0 19 Local Yield (s) 55 113.5 6 33 46 113.5 15 33 Local Yield 170(s) 55 99.5 6 33 46 97.5 15 33 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 9: Ziegler & Council Tree/Broadcom Queues Long Bkgrd PM 9: Ziegler & Council Tree/Broadcom 01/29/2023 Synchro 11 Light Report lb pm.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 299 345 67 52 139 320 1392 15 41 1655 108 v/c Ratio 0.80 0.73 0.39 0.33 0.47 0.84 0.66 0.01 0.17 1.01 0.13 Control Delay 56.6 25.6 40.5 55.6 8.3 52.3 19.0 0.0 9.5 56.5 0.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.6 25.6 40.5 55.6 8.3 52.3 19.0 0.0 9.5 56.5 0.6 Queue Length 50th (ft) 208 87 40 39 0 182 365 0 9 ~678 0 Queue Length 95th (ft) 289 191 74 76 31 #392 502 0 23 #849 4 Internal Link Dist (ft) 262 234 488 523 Turn Bay Length (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 372 508 171 232 352 381 2115 1000 249 1643 828 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.80 0.68 0.39 0.22 0.39 0.84 0.66 0.01 0.16 1.01 0.13 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Long Bkgrd AM 22: Ziegler & Target Service Access 01/28/2023 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 10 1460 1495 50 Future Vol, veh/h 0 10 10 1460 1495 50 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 100 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 11 11 1537 1574 53 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 814 1627 0 - 0 Stage 1 -- - - - - Stage 2 -- - - - - Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 -- - - - - Critical Hdwy Stg 2 -- - - - - Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 321 396 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 321 396 - - - Mov Cap-2 Maneuver -- - - - - Stage 1 -- - - - - Stage 2 -- - - - - Approach EB NB SB HCM Control Delay, s 16.6 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 396 - 321 - - HCM Lane V/C Ratio 0.027 - 0.033 - - HCM Control Delay (s) 14.3 - 16.6 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - HCM 6th TWSC Long Bkgrd PM 22: Ziegler & Target Service Access 01/28/2023 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 60 15 1760 1690 105 Future Vol, veh/h 0 60 15 1760 1690 105 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 100 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 62 15 1814 1742 108 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 925 1850 0 - 0 Stage 1 -- - - - - Stage 2 -- - - - - Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 -- - - - - Critical Hdwy Stg 2 -- - - - - Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 271 324 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 271 324 - - - Mov Cap-2 Maneuver -- - - - - Stage 1 -- - - - - Stage 2 -- - - - - Approach EB NB SB HCM Control Delay, s 22.2 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 324 - 271 - - HCM Lane V/C Ratio 0.048 - 0.228 - - HCM Control Delay (s) 16.7 - 22.2 - - HCM Lane LOS C - C - - HCM 95th %tile Q(veh) 0.1 - 0.9 - - HCM 6th TWSC Long Bkgrd AM 18: Ziegler & Hidden Pond 01/28/2023 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 5 1455 5 5 1540 Future Vol, veh/h 5 5 1455 5 5 1540 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 5 1532 5 5 1621 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2356 769 0 0 1537 0 Stage 1 1535 - - - - - Stage 2 821 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 30 344 - - 429 - Stage 1 164 - - - - - Stage 2 393 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 30 344 - - 429 - Mov Cap-2 Maneuver 116 - - - - - Stage 1 164 - - - - - Stage 2 388 - - - - - Approach WB NB SB HCM Control Delay, s 27.2 0 0 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 173 429 - HCM Lane V/C Ratio - - 0.061 0.012 - HCM Control Delay (s) - - 27.2 13.5 - HCM Lane LOS - - D B - HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC Long Bkgrd PM 18: Ziegler & Hidden Pond 01/28/2023 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 5 1755 5 5 1790 Future Vol, veh/h 5 5 1755 5 5 1790 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 5 1809 5 5 1845 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2745 907 0 0 1814 0 Stage 1 1812 - - - - - Stage 2 933 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 16 279 - - 335 - Stage 1 115 - - - - - Stage 2 343 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 16 279 - - 335 - Mov Cap-2 Maneuver 84 - - - - - Stage 1 115 - - - - - Stage 2 338 - - - - - Approach WB NB SB HCM Control Delay, s 35.3 0 0 HCM LOS E Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 129 335 - HCM Lane V/C Ratio - - 0.08 0.015 - HCM Control Delay (s) - - 35.3 15.9 - HCM Lane LOS - - E C - HCM 95th %tile Q(veh) - - 0.3 0 - HCM 6th TWSC Long Bkgrd AM 15: Ziegler & Paddington/Grand Teton 01/28/2023 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 55 15 0 15 35 1415 10 5 1475 5 Future Vol, veh/h 5 0 55 15 0 15 35 1415 10 5 1475 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 0 58 16 0 16 37 1489 11 5 1553 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2385 3140 779 2356 3137 750 1558 0 0 1500 0 0 Stage 1 1566 1566 - 1569 1569 - - - - - - - Stage 2 819 1574 - 787 1568 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 18 11 339 19 11 354 421 - - 443 - - Stage 1 116 170 - 116 170 - - - - - - - Stage 2 336 169 - 351 170 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 16 10 339 ~ 15 10 354 421 - - 443 - - Mov Cap-2 Maneuver 16 10 - ~ 15 10 - - - - - - - Stage 1 106 168 - 106 155 - - - - - - - Stage 2 293 154 - 288 168 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 59.3 $ 396.6 0.3 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 421 - - 126 29 443 - - HCM Lane V/C Ratio 0.088 - - 0.501 1.089 0.012 - - HCM Control Delay (s) 14.4 - - 59.3$ 396.6 13.2 - - HCM Lane LOS B - - F F B - - HCM 95th %tile Q(veh) 0.3 - - 2.3 3.6 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Bkgrd PM 15: Ziegler & Paddington/Grand Teton 01/28/2023 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 7.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 55 5 0 15 70 1675 15 15 1735 10 Future Vol, veh/h 5 0 55 5 0 15 70 1675 15 15 1735 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -- - - - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 0 57 5 0 15 72 1727 15 15 1789 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2832 3710 900 2804 3708 871 1799 0 0 1742 0 0 Stage 1 1824 1824 - 1879 1879 - - - - - - - Stage 2 1008 1886 - 925 1829 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 8 4 282 8 4 294 339 - - 357 - - Stage 1 80 127 - 74 119 - - - - - - - Stage 2 258 118 - 290 126 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 6 3 282 ~ 5 3 294 339 - - 357 - - Mov Cap-2 Maneuver 6 3 - ~ 5 3 - - - - - - - Stage 1 63 122 - 58 94 - - - - - - - Stage 2 193 93 - 222 121 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 255.3 $ 518.4 0.7 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 339 - - 58 19 357 - - HCM Lane V/C Ratio 0.213 - - 1.066 1.085 0.043 - - HCM Control Delay (s) 18.5 - - 255.3$ 518.4 15.5 - - HCM Lane LOS C - - F F C - - HCM 95th %tile Q(veh) 0.8 - - 5.1 2.9 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Bkgrd AM 4: Corbett & Target Service Access 01/28/2023 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 3.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 30 5 15 10 5 25 Future Vol, veh/h 30 5 15 10 5 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 32 5 16 11 5 26 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 58 22 0 0 27 0 Stage 1 22 - - - - - Stage 2 36 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 949 1055 - - 1587 - Stage 1 1001 - - - - - Stage 2 986 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 946 1055 - - 1587 - Mov Cap-2 Maneuver 946 - - - - - Stage 1 1001 - - - - - Stage 2 983 - - - - - Approach WB NB SB HCM Control Delay, s 8.9 0 1.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 960 1587 - HCM Lane V/C Ratio - - 0.038 0.003 - HCM Control Delay (s) - - 8.9 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC Long Bkgrd PM 4: Corbett & Target Service Access 01/28/2023 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 3.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 40 5 30 25 5 20 Future Vol, veh/h 40 5 30 25 5 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 42 5 32 26 5 21 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 76 45 0 0 58 0 Stage 1 45 - - - - - Stage 2 31 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 927 1025 - - 1546 - Stage 1 977 - - - - - Stage 2 992 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 924 1025 - - 1546 - Mov Cap-2 Maneuver 924 - - - - - Stage 1 977 - - - - - Stage 2 989 - - - - - Approach WB NB SB HCM Control Delay, s 9.1 0 1.5 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 934 1546 - HCM Lane V/C Ratio - - 0.051 0.003 - HCM Control Delay (s) - - 9.1 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC Long Bkgrd AM 6: Corbett & Lowes Service Access 01/28/2023 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 5 15 25 0 Future Vol, veh/h 0 5 5 15 25 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 5 5 16 26 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 52 26 26 0 - 0 Stage 1 26 - - - - - Stage 2 26 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 957 1050 1588 - - - Stage 1 997 - - - - - Stage 2 997 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 954 1050 1588 - - - Mov Cap-2 Maneuver 954 - - - - - Stage 1 994 - - - - - Stage 2 997 - - - - - Approach EB NB SB HCM Control Delay, s 8.4 1.8 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1588 - 1050 - - HCM Lane V/C Ratio 0.003 - 0.005 - - HCM Control Delay (s) 7.3 0 8.4 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th TWSC Long Bkgrd PM 6: Corbett & Lowes Service Access 01/28/2023 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 1.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 5 30 20 0 Future Vol, veh/h 0 5 5 30 20 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 5 5 32 21 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 63 21 21 0 - 0 Stage 1 21 - - - - - Stage 2 42 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 943 1056 1595 - - - Stage 1 1002 - - - - - Stage 2 980 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 940 1056 1595 - - - Mov Cap-2 Maneuver 940 - - - - - Stage 1 999 - - - - - Stage 2 980 - - - - - Approach EB NB SB HCM Control Delay, s 8.4 1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1595 - 1056 - - HCM Lane V/C Ratio 0.003 - 0.005 - - HCM Control Delay (s) 7.3 0 8.4 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - APPENDIX G HCM 6th Signalized Intersection Summary Short Total AM 179: Ziegler & Council Tree/Broadcom No Connection to Paddington Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report st am no connection.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 17 77 2 7 3 104 1095 49 104 1080 88 Future Volume (veh/h) 30 17 77 2 7 3 104 1095 49 104 1080 88 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.94 0.99 0.99 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 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870 Adj Flow Rate, veh/h 33 19 3 2 8 1 114 1203 7 114 1187 63 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, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 156 108 17 145 129 108 422 2666 1236 508 2666 1188 Arrive On Green 0.07 0.07 0.07 0.07 0.07 0.07 0.09 1.00 1.00 0.04 0.75 0.75 Sat Flow, veh/h 1389 1562 247 1374 1870 1564 1781 3554 1648 1853 3554 1584 Grp Volume(v), veh/h 33 0 22 2 8 1 114 1203 7 114 1187 63 Grp Sat Flow(s),veh/h/ln 1389 0 1809 1374 1870 1564 1781 1777 1648 1853 1777 1584 Q Serve(g_s), s 2.5 0.0 1.3 0.2 0.4 0.1 1.6 0.0 0.0 1.5 13.8 1.1 Cycle Q Clear(g_c), s 2.9 0.0 1.3 1.4 0.4 0.1 1.6 0.0 0.0 1.5 13.8 1.1 Prop In Lane 1.00 0.14 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 156 0 125 145 129 108 422 2666 1236 508 2666 1188 V/C Ratio(X) 0.21 0.00 0.18 0.01 0.06 0.01 0.27 0.45 0.01 0.22 0.45 0.05 Avail Cap(c_a), veh/h 439 0 493 424 510 427 457 2666 1236 762 2666 1188 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 1.00 1.00 1.00 1.00 0.36 0.36 0.36 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.2 0.0 48.2 48.9 47.9 47.7 3.5 0.0 0.0 2.5 5.2 3.6 Incr Delay (d2), s/veh 0.7 0.0 0.7 0.0 0.2 0.0 0.1 0.2 0.0 0.2 0.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 0.6 0.1 0.2 0.0 0.3 0.1 0.0 0.4 4.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.9 0.0 48.9 48.9 48.1 47.7 3.6 0.2 0.0 2.7 5.7 3.7 LnGrp LOS D A D D D D A A A A A A Approach Vol, veh/h 55 11 1324 1364 Approach Delay, s/veh 49.5 48.2 0.5 5.4 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.9 88.5 12.6 8.9 88.5 12.6 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 6.0 57.0 29.0 19.0 44.0 29.0 Max Q Clear Time (g_c+I1), s 3.6 15.8 4.9 3.5 2.0 3.4 Green Ext Time (p_c), s 0.1 11.0 0.2 0.2 10.9 0.0 Intersection Summary HCM 6th Ctrl Delay 4.1 HCM 6th LOS A Timing Report, Sorted By Phase Short Total AM 179: Ziegler & Council Tree/Broadcom No Connection to Paddington Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report st am no connection.syn Phase Number 1 2 4 5 6 8 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 64 35 24 51 35 Maximum Split (%) 10.0% 58.2% 31.8% 21.8% 46.4% 31.8% Minimum Split (s) 11 30 35 11 32 35 Yellow Time (s) 5 4.5 3 5 4.5 3 All-Red Time (s) 0 2.5 3 0 2.5 3 Minimum Initial (s)4 7 4 4 7 4 Vehicle Extension (s)3 3 3 3 3 3 Minimum Gap (s)3 3 3 3 3 3 Time Before Reduce (s)0 0 0 0 0 0 Time To Reduce (s)0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 16 22 18 22 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 40 51 5 40 64 5 End Time (s) 51 5 40 64 5 40 Yield/Force Off (s) 46 108 34 59 108 34 Yield/Force Off 170(s) 46 92 12 59 90 12 Local Start Time (s) 42 53 7 42 66 7 Local Yield (s) 48 0 36 61 0 36 Local Yield 170(s) 48 94 14 61 92 14 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 108 (98%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 179: Ziegler & Council Tree/Broadcom Queues Short Total AM 179: Ziegler & Council Tree/Broadcom No Connection to Paddington Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report st am no connection.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 33 104 2 8 3 114 1203 54 114 1187 97 v/c Ratio 0.20 0.40 0.02 0.04 0.01 0.30 0.52 0.05 0.27 0.51 0.09 Control Delay 43.0 16.3 36.0 37.3 0.0 4.6 12.3 2.2 5.2 11.0 2.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 43.0 16.3 36.0 37.3 0.0 4.6 12.3 2.2 5.2 11.0 2.4 Queue Length 50th (ft) 22 13 1 5 0 4 287 1 10 170 0 Queue Length 95th (ft) 43 52 7 17 0 m41 m426 m4 49 380 25 Internal Link Dist (ft) 846 1057 1077 4040 Turn Bay Length (ft) 150 40 420 340 400 400 Base Capacity (vph) 382 498 312 508 532 377 2304 1144 612 2329 1094 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.09 0.21 0.01 0.02 0.01 0.30 0.52 0.05 0.19 0.51 0.09 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Short Total PM 179: Ziegler & Council Tree/Broadcom No Connection to Paddington Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report st pm no connection.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 180 30 277 60 45 123 288 1144 11 38 1282 96 Future Volume (veh/h) 180 30 277 60 45 123 288 1144 11 38 1282 96 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.98 1.00 0.99 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 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870 Adj Flow Rate, veh/h 200 33 171 67 50 17 320 1271 1 42 1424 45 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, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 298 53 274 159 383 322 359 2304 1069 263 2009 896 Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.04 0.21 0.21 0.03 0.57 0.57 Sat Flow, veh/h 1326 258 1338 1173 1870 1573 1781 3554 1648 1853 3554 1585 Grp Volume(v), veh/h 200 0 204 67 50 17 320 1271 1 42 1424 45 Grp Sat Flow(s),veh/h/ln 1326 0 1597 1173 1870 1573 1781 1777 1648 1853 1777 1585 Q Serve(g_s), s 18.9 0.0 15.1 7.2 2.8 1.1 11.9 41.4 0.1 1.2 37.8 1.7 Cycle Q Clear(g_c), s 21.7 0.0 15.1 22.3 2.8 1.1 11.9 41.4 0.1 1.2 37.8 1.7 Prop In Lane 1.00 0.84 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 298 0 327 159 383 322 359 2304 1069 263 2009 896 V/C Ratio(X) 0.67 0.00 0.62 0.42 0.13 0.05 0.89 0.55 0.00 0.16 0.71 0.05 Avail Cap(c_a), veh/h 394 0 442 244 518 436 360 2304 1069 304 2009 896 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 1.00 1.00 1.00 Uniform Delay (d), s/veh 51.1 0.0 47.2 57.3 42.3 41.6 33.6 34.3 18.0 14.8 20.5 12.6 Incr Delay (d2), s/veh 2.8 0.0 2.0 1.8 0.2 0.1 2.9 0.1 0.0 0.3 2.1 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 6.6 0.0 6.3 2.2 1.4 0.5 11.3 19.7 0.0 0.5 15.3 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.9 0.0 49.1 59.1 42.4 41.6 36.5 34.3 18.0 15.1 22.6 12.7 LnGrp LOS D A D E D D D C B B C B Approach Vol, veh/h 404 134 1592 1511 Approach Delay, s/veh 51.5 50.7 34.8 22.1 Approach LOS D D C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 18.9 79.5 31.6 8.1 90.3 31.6 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 14.0 63.0 35.0 6.0 71.0 35.0 Max Q Clear Time (g_c+I1), s 13.9 39.8 23.7 3.2 43.4 24.3 Green Ext Time (p_c), s 0.0 7.0 1.2 0.0 6.0 0.3 Intersection Summary HCM 6th Ctrl Delay 32.0 HCM 6th LOS C Timing Report, Sorted By Phase Short Total PM 179: Ziegler & Council Tree/Broadcom No Connection to Paddington Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report st pm no connection.syn Phase Number 1 2 4 5 6 8 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) 19 70 41 11 78 41 Maximum Split (%) 14.6% 53.8% 31.5% 8.5% 60.0% 31.5% Minimum Split (s) 11 30 35 11 32 35 Yellow Time (s) 5 4.5 3 5 4.5 3 All-Red Time (s) 0 2.5 3 0 2.5 3 Minimum Initial (s)4 7 4 4 7 4 Vehicle Extension (s)3 3 3 3 3 3 Minimum Gap (s)3 3 3 3 3 3 Time Before Reduce (s)0 0 0 0 0 0 Time To Reduce (s)0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 16 22 18 22 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 86 105 45 86 97 45 End Time (s) 105 45 86 97 45 86 Yield/Force Off (s) 100 38 80 92 38 80 Yield/Force Off 170(s) 100 22 58 92 20 58 Local Start Time (s) 48 67 7 48 59 7 Local Yield (s) 62 0 42 54 0 42 Local Yield 170(s) 62 114 20 54 112 20 Intersection Summary Cycle Length 130 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 38 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 179: Ziegler & Council Tree/Broadcom Queues Short Total PM 179: Ziegler & Council Tree/Broadcom No Connection to Paddington Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report st pm no connection.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 200 341 67 50 137 320 1271 12 42 1424 107 v/c Ratio 0.75 0.78 1.22 0.13 0.33 0.79 0.57 0.01 0.13 0.85 0.13 Control Delay 65.4 38.0 238.4 40.6 8.1 28.7 12.0 0.9 8.5 34.6 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 65.4 38.0 238.4 40.6 8.1 28.7 12.0 0.9 8.5 34.6 3.4 Queue Length 50th (ft) 160 154 ~69 35 0 158 365 0 9 535 0 Queue Length 95th (ft) 227 244 #150 65 50 m#247 m357 m0 25 641 30 Internal Link Dist (ft) 963 428 1077 4040 Turn Bay Length (ft) 150 40 420 340 400 400 Base Capacity (vph) 371 551 76 515 529 404 2214 1082 336 1684 834 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.54 0.62 0.88 0.10 0.26 0.79 0.57 0.01 0.13 0.85 0.13 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Short Total AM 11: Ziegler & Target Service Access No Connection to Paddington Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report st am no connection.syn Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 11 9 1119 1261 49 Future Vol, veh/h 9 11 9 1119 1261 49 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 250 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 10 12 10 1216 1371 53 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2026 712 1424 0 - 0 Stage 1 1398 - - - - - Stage 2 628 - - - - - 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 50 375 474 - - - Stage 1 194 - - - - - Stage 2 494 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 49 375 474 - - - Mov Cap-2 Maneuver 142 - - - - - Stage 1 190 - - - - - Stage 2 494 - - - - - Approach EB NB SB HCM Control Delay, s 23.5 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 474 - 216 - - HCM Lane V/C Ratio 0.021 - 0.101 - - HCM Control Delay (s) 12.8 - 23.5 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0.1 - 0.3 - - HCM 6th TWSC Short Total PM 2: Ziegler & Target Service Access No Connection to Paddington Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report st pm no connection.syn Intersection Int Delay, s/veh 1.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 29 61 13 1434 1355 105 Future Vol, veh/h 29 61 13 1434 1355 105 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 250 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 32 66 14 1559 1473 114 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2338 794 1587 0 - 0 Stage 1 1530 - - - - - Stage 2 808 - - - - - 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 ~ 31 331 410 - - - Stage 1 165 - - - - - Stage 2 399 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 30 331 410 - - - Mov Cap-2 Maneuver 115 - - - - - Stage 1 159 - - - - - Stage 2 399 - - - - - Approach EB NB SB HCM Control Delay, s 37.3 0.1 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 410 - 206 - - HCM Lane V/C Ratio 0.034 - 0.475 - - HCM Control Delay (s) 14.1 - 37.3 - - HCM Lane LOS B - E - - HCM 95th %tile Q(veh) 0.1 - 2.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Short Total AM 8: Ziegler & Hidden Pond No Connection to Paddington Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report st am no connection.syn Intersection Int Delay, s/veh 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 130 0 88 3 0 6 52 1072 4 1 1219 87 Future Vol, veh/h 130 0 88 3 0 6 52 1072 4 1 1219 87 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 141 0 96 3 0 7 57 1165 4 1 1325 95 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2024 2610 663 1946 2703 585 1420 0 0 1169 0 0 Stage 1 1327 1327 - 1281 1281 - - - - - - - Stage 2 697 1283 - 665 1422 - - - - - - - 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 24 404 39 21 454 475 - - 593 - - Stage 1 164 223 - 175 235 - - - - - - - Stage 2 398 234 - 416 200 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 30 21 404 27 18 454 475 - - 593 - - Mov Cap-2 Maneuver ~ 104 107 - 27 18 - - - - - - - Stage 1 144 223 - 154 207 - - - - - - - Stage 2 345 206 - 317 200 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 177.7 62.7 0.6 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 475 - - 104 404 72 593 - - HCM Lane V/C Ratio 0.119 - - 1.359 0.237 0.136 0.002 - - HCM Control Delay (s) 13.6 - - 286.7 16.7 62.7 11.1 - - HCM Lane LOS B - - F C F B - - HCM 95th %tile Q(veh) 0.4 - - 10 0.9 0.4 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Short Total PM 3: Ziegler & Hidden Pond No Connection to Paddington Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report st pm no connection.syn Intersection Int Delay, s/veh 61.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 180 0 83 1 0 3 98 1364 1 1 1376 128 Future Vol, veh/h 180 0 83 1 0 3 98 1364 1 1 1376 128 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 196 0 90 1 0 3 107 1483 1 1 1496 139 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2454 3196 748 2448 3335 742 1635 0 0 1484 0 0 Stage 1 1498 1498 - 1698 1698 - - - - - - - Stage 2 956 1698 - 750 1637 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 16 10 355 16 8 358 393 - - 449 - - Stage 1 ~ 128 184 - 96 146 - - - - - - - Stage 2 277 146 - 369 157 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 12 7 355 9 6 358 393 - - 449 - - Mov Cap-2 Maneuver ~ 63 64 - 9 6 - - - - - - - Stage 1 ~ 93 184 - 70 106 - - - - - - - Stage 2 200 106 - 275 157 - - - - - - - Approach EB WB NB SB HCM Control Delay, s$ 750.2 130 1.2 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 393 - - 63 355 33 449 - - HCM Lane V/C Ratio 0.271 - - 3.106 0.254 0.132 0.002 - - HCM Control Delay (s) 17.5 - -$ 1087.5 18.6 130 13 - - HCM Lane LOS C - - F C F B - - HCM 95th %tile Q(veh) 1.1 - - 20.2 1 0.4 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Short Total AM 5: Ziegler & Paddington/Grand Teton No Connection to Paddington Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report st am no connection.syn Intersection Int Delay, s/veh 5.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 72 16 0 15 45 1153 10 5 1219 2 Future Vol, veh/h 2 0 72 16 0 15 45 1153 10 5 1219 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 0 85 19 0 18 53 1356 12 6 1434 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2231 2921 718 2197 2916 684 1436 0 0 1368 0 0 Stage 1 1447 1447 - 1468 1468 - - - - - - - Stage 2 784 1474 - 729 1448 - - - - - - - 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 15 371 25 15 391 469 - - 498 - - Stage 1 138 195 - 134 190 - - - - - - - Stage 2 352 189 - 380 195 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 21 13 371 ~ 17 13 391 469 - - 498 - - Mov Cap-2 Maneuver 21 13 - ~ 17 13 - - - - - - - Stage 1 122 193 - 119 169 - - - - - - - Stage 2 298 168 - 290 193 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 26.1 $ 391.2 0.5 0.1 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 469 - - 256 32 498 - - HCM Lane V/C Ratio 0.113 - - 0.34 1.14 0.012 - - HCM Control Delay (s) 13.7 - - 26.1$ 391.2 12.3 - - HCM Lane LOS B - - D F B - - HCM 95th %tile Q(veh) 0.4 - - 1.4 4 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Short Total PM 6: Ziegler & Paddington/Grand Teton No Connection to Paddington Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report st pm no connection.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 2 0 71 6 0 12 90 1441 16 15 1428 8 Future Vol, veh/h 2 0 71 6 0 12 90 1441 16 15 1428 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -- - - - - 200 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 0 79 7 0 13 100 1601 18 17 1587 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2627 3445 798 2638 3440 810 1596 0 0 1619 0 0 Stage 1 1626 1626 - 1810 1810 - - - - - - - Stage 2 1001 1819 - 828 1630 - - - - - - - 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 7 329 11 7 323 407 - - 398 - - Stage 1 106 159 - 81 129 - - - - - - - Stage 2 260 127 - 332 158 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 9 5 329 7 5 323 407 - - 398 - - Mov Cap-2 Maneuver 9 5 - 7 5 - - - - - - - Stage 1 80 152 - 61 97 - - - - - - - Stage 2 188 96 - 242 151 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 45.4 $ 469.6 1 0.1 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 407 - - 167 20 398 - - HCM Lane V/C Ratio 0.246 - - 0.486 1 0.042 - - HCM Control Delay (s) 16.7 - - 45.4$ 469.6 14.4 - - HCM Lane LOS C - - E F B - - HCM 95th %tile Q(veh) 1 - - 2.3 2.7 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Short Total AM 4: Corbett & Target Service Access 11/27/2023 Synchro 11 Light Report st am corbett.syn Intersection Int Delay, s/veh 1.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 30 5 70 8 3 92 Future Vol, veh/h 30 5 70 8 3 92 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 33 5 77 9 3 101 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 189 82 0 0 86 0 Stage 1 82 - - - - - Stage 2 107 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 800 978 - - 1510 - Stage 1 941 - - - - - Stage 2 917 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 798 978 - - 1510 - Mov Cap-2 Maneuver 798 - - - - - Stage 1 941 - - - - - Stage 2 915 - - - - - Approach WB NB SB HCM Control Delay, s 9.6 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 820 1510 - HCM Lane V/C Ratio - - 0.047 0.002 - HCM Control Delay (s) - - 9.6 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC Short Total PM 4: Corbett & Target Service Access 11/06/2023 Synchro 11 Light Report st pm corbett.syn Intersection Int Delay, s/veh 1.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 38 13 148 25 4 71 Future Vol, veh/h 38 13 148 25 4 71 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 45 15 174 29 5 84 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 283 189 0 0 203 0 Stage 1 189 - - - - - Stage 2 94 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 707 853 - - 1369 - Stage 1 843 - - - - - Stage 2 930 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 704 853 - - 1369 - Mov Cap-2 Maneuver 704 - - - - - Stage 1 843 - - - - - Stage 2 926 - - - - - Approach WB NB SB HCM Control Delay, s 10.3 0 0.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 737 1369 - HCM Lane V/C Ratio - - 0.081 0.003 - HCM Control Delay (s) - - 10.3 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.3 0 - HCM 6th TWSC Short Total AM 6: Corbett & Lowes Service Access/Site Access 11/27/2023 Synchro 11 Light Report st am corbett.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 0 0 5 73 0 0 1 16 58 7 17 0 Future Vol, veh/h 0 0 5 73 0 0 1 16 58 7 17 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -- - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 91 85 91 91 91 85 85 91 91 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 6 80 0 0 1 19 64 8 20 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 89 121 20 92 89 51 20 0 0 83 0 0 Stage 1 36 36 - 53 53 - - - - - - - Stage 2 53 85 - 39 36 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 896 769 1058 892 801 1017 1596 - - 1514 - - Stage 1 980 865 - 960 851 - - - - - - - Stage 2 960 824 - 976 865 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 892 764 1058 883 796 1017 1596 - - 1514 - - Mov Cap-2 Maneuver 892 764 - 883 796 - - - - - - - Stage 1 979 861 - 959 850 - - - - - - - Stage 2 959 823 - 966 861 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 8.4 9.5 0.1 2.1 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1596 - - 1058 883 1514 - - HCM Lane V/C Ratio 0.001 - - 0.006 0.091 0.005 - - HCM Control Delay (s) 7.3 0 - 8.4 9.5 7.4 0 - HCM Lane LOS A A -A A A A - HCM 95th %tile Q(veh) 0 - - 0 0.3 0 - - HCM 6th TWSC Short Total PM 6: Corbett & Lowes Service Access/Site Access 11/06/2023 Synchro 11 Light Report st pm corbett.syn Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 3 59 0 0 2 29 130 6 13 0 Future Vol, veh/h 0 0 3 59 0 0 2 29 130 6 13 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -- - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 90 85 90 90 90 85 85 90 90 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 4 66 0 0 2 34 144 7 15 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 139 211 15 141 139 106 15 0 0 178 0 0 Stage 1 29 29 - 110 110 - - - - - - - Stage 2 110 182 - 31 29 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 831 686 1065 829 752 948 1603 - - 1398 - - Stage 1 988 871 - 895 804 - - - - - - - Stage 2 895 749 - 986 871 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 827 682 1065 822 747 948 1603 - - 1398 - - Mov Cap-2 Maneuver 827 682 - 822 747 - - - - - - - Stage 1 987 867 - 894 803 - - - - - - - Stage 2 894 748 - 978 867 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 8.4 9.8 0.1 2.3 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1603 - - 1065 822 1398 - - HCM Lane V/C Ratio 0.001 - - 0.003 0.08 0.005 - - HCM Control Delay (s) 7.2 0 - 8.4 9.8 7.6 0 - HCM Lane LOS A A -A A A A - HCM 95th %tile Q(veh) 0 - - 0 0.3 0 - - APPENDIX H HCM 6th Signalized Intersection Summary Long Total AM 179: Ziegler & Council Tree/Broadcom Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt am paddington.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 40 20 85 5 10 5 115 1445 55 115 1380 95 Future Volume (veh/h) 40 20 85 5 10 5 115 1445 55 115 1380 95 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.95 0.99 0.99 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 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870 Adj Flow Rate, veh/h 42 21 4 5 11 1 121 1521 42 121 1453 74 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, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 140 109 21 129 134 112 331 2825 1310 381 2823 1258 Arrive On Green 0.07 0.07 0.07 0.07 0.07 0.07 0.07 1.00 1.00 0.03 0.79 0.79 Sat Flow, veh/h 1386 1511 288 1371 1870 1565 1781 3554 1648 1853 3554 1584 Grp Volume(v), veh/h 42 0 25 5 11 1 121 1521 42 121 1453 74 Grp Sat Flow(s),veh/h/ln 1386 0 1799 1371 1870 1565 1781 1777 1648 1853 1777 1584 Q Serve(g_s), s 4.4 0.0 2.0 0.5 0.8 0.1 2.0 0.0 0.0 1.8 21.3 1.5 Cycle Q Clear(g_c), s 5.2 0.0 2.0 2.5 0.8 0.1 2.0 0.0 0.0 1.8 21.3 1.5 Prop In Lane 1.00 0.16 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 140 0 129 129 134 112 331 2825 1310 381 2823 1258 V/C Ratio(X) 0.30 0.00 0.19 0.04 0.08 0.01 0.37 0.54 0.03 0.32 0.51 0.06 Avail Cap(c_a), veh/h 327 0 372 313 387 323 413 2825 1310 444 2823 1258 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 1.00 1.00 1.00 1.00 0.27 0.27 0.27 1.00 1.00 1.00 Uniform Delay (d), s/veh 67.4 0.0 65.5 66.7 65.0 64.6 4.5 0.0 0.0 2.4 5.4 3.3 Incr Delay (d2), s/veh 1.2 0.0 0.7 0.1 0.3 0.0 0.2 0.2 0.0 0.5 0.7 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 1.6 0.0 0.9 0.2 0.4 0.0 0.5 0.1 0.0 0.5 6.7 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 68.6 0.0 66.2 66.8 65.2 64.7 4.7 0.2 0.0 2.9 6.0 3.4 LnGrp LOS E A E E E E A A A A A A Approach Vol, veh/h 67 17 1684 1648 Approach Delay, s/veh 67.7 65.7 0.5 5.7 Approach LOS E E A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.1 125.1 15.8 9.0 125.2 15.8 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 11.0 91.0 30.0 9.0 93.0 30.0 Max Q Clear Time (g_c+I1), s 4.0 23.3 7.2 3.8 2.0 4.5 Green Ext Time (p_c), s 0.1 16.8 0.2 0.1 18.6 0.0 Intersection Summary HCM 6th Ctrl Delay 4.7 HCM 6th LOS A Timing Report, Sorted By Phase Long Total AM 179: Ziegler & Council Tree/Broadcom Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt am paddington.syn Phase Number 1 2 4 5 6 8 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) 16 98 36 14 100 36 Maximum Split (%) 10.7% 65.3% 24.0% 9.3% 66.7% 24.0% Minimum Split (s) 11 30 35 11 32 35 Yellow Time (s) 5 4.5 3 5 4.5 3 All-Red Time (s) 0 2.5 3 0 2.5 3 Minimum Initial (s)4 7 4 4 7 4 Vehicle Extension (s)3 3 3 3 3 3 Minimum Gap (s)3 3 3 3 3 3 Time Before Reduce (s)0 0 0 0 0 0 Time To Reduce (s)0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 16 22 18 22 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 46 62 10 46 60 10 End Time (s) 62 10 46 60 10 46 Yield/Force Off (s) 57 3 40 55 3 40 Yield/Force Off 170(s) 57 137 18 55 135 18 Local Start Time (s) 43 59 7 43 57 7 Local Yield (s) 54 0 37 52 0 37 Local Yield 170(s) 54 134 15 52 132 15 Intersection Summary Cycle Length 150 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 3 (2%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 179: Ziegler & Council Tree/Broadcom Queues Long Total AM 179: Ziegler & Council Tree/Broadcom Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt am paddington.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 42 110 5 11 5 121 1521 58 121 1453 100 v/c Ratio 0.33 0.48 0.06 0.06 0.02 0.39 0.59 0.05 0.37 0.57 0.08 Control Delay 66.9 23.3 57.4 57.3 0.2 6.6 9.5 2.4 8.2 14.9 5.1 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 66.9 23.3 57.4 57.3 0.2 6.6 9.5 2.4 8.2 14.9 5.1 Queue Length 50th (ft) 40 20 5 10 0 6 214 0 13 272 0 Queue Length 95th (ft) 72 73 17 27 0 m34 m524 m3 93 626 m54 Internal Link Dist (ft) 846 1057 1077 4040 Turn Bay Length (ft) 150 40 420 340 400 400 Base Capacity (vph) 288 401 183 385 378 349 2577 1247 352 2570 1197 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.15 0.27 0.03 0.03 0.01 0.35 0.59 0.05 0.34 0.57 0.08 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Total PM 179: Ziegler & Council Tree/Broadcom Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt pm paddington.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 220 35 300 65 50 135 310 1440 15 40 1680 105 Future Volume (veh/h) 220 35 300 65 50 135 310 1440 15 40 1680 105 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 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 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870 Adj Flow Rate, veh/h 224 36 152 66 51 48 316 1469 1 41 1714 58 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 295 65 276 177 399 337 339 2338 1084 303 1918 855 Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 0.20 0.88 0.88 0.03 0.54 0.54 Sat Flow, veh/h 1292 306 1291 1193 1870 1578 1781 3554 1648 1853 3554 1584 Grp Volume(v), veh/h 224 0 188 66 51 48 316 1469 1 41 1714 58 Grp Sat Flow(s),veh/h/ln 1292 0 1597 1193 1870 1578 1781 1777 1648 1853 1777 1584 Q Serve(g_s), s 25.4 0.0 15.7 7.8 3.3 3.7 19.5 17.2 0.0 1.5 64.3 2.6 Cycle Q Clear(g_c), s 28.8 0.0 15.7 23.6 3.3 3.7 19.5 17.2 0.0 1.5 64.3 2.6 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 295 0 341 177 399 337 339 2338 1084 303 1918 855 V/C Ratio(X) 0.76 0.00 0.55 0.37 0.13 0.14 0.93 0.63 0.00 0.14 0.89 0.07 Avail Cap(c_a), veh/h 304 0 351 185 411 347 339 2338 1084 337 1918 855 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 1.00 1.00 1.00 Uniform Delay (d), s/veh 59.3 0.0 52.6 63.1 47.7 47.8 45.1 4.3 3.2 14.3 30.7 16.5 Incr Delay (d2), s/veh 10.3 0.0 1.7 1.3 0.1 0.2 5.0 0.1 0.0 0.2 6.9 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.3 0.0 6.6 2.5 1.6 1.5 11.5 3.5 0.0 0.6 28.0 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 69.6 0.0 54.3 64.4 47.8 48.0 50.1 4.4 3.2 14.5 37.6 16.6 LnGrp LOS E A D E D D D A A B D B Approach Vol, veh/h 412 165 1786 1813 Approach Delay, s/veh 62.6 54.5 12.5 36.4 Approach LOS E D B D Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 26.0 87.0 37.0 8.3 104.7 37.0 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 21.0 79.0 32.0 6.0 94.0 32.0 Max Q Clear Time (g_c+I1), s 21.5 66.3 30.8 3.5 19.2 25.6 Green Ext Time (p_c), s 0.0 9.2 0.3 0.0 16.8 0.3 Intersection Summary HCM 6th Ctrl Delay 29.5 HCM 6th LOS C Timing Report, Sorted By Phase Long Total PM 179: Ziegler & Council Tree/Broadcom Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt pm paddington.syn Phase Number 1 2 4 5 6 8 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) 26 86 38 11 101 38 Maximum Split (%) 17.3% 57.3% 25.3% 7.3% 67.3% 25.3% Minimum Split (s) 11 30 35 11 32 35 Yellow Time (s) 5 4.5 3 5 4.5 3 All-Red Time (s) 0 2.5 3 0 2.5 3 Minimum Initial (s)4 7 4 4 7 4 Vehicle Extension (s)3 3 3 3 3 3 Minimum Gap (s)3 3 3 3 3 3 Time Before Reduce (s)0 0 0 0 0 0 Time To Reduce (s)0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 16 22 18 22 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 115 141 77 115 126 77 End Time (s) 141 77 115 126 77 115 Yield/Force Off (s) 136 70 109 121 70 109 Yield/Force Off 170(s) 136 54 87 121 52 87 Local Start Time (s) 45 71 7 45 56 7 Local Yield (s) 66 0 39 51 0 39 Local Yield 170(s) 66 134 17 51 132 17 Intersection Summary Cycle Length 150 Control Type Actuated-Coordinated Natural Cycle 120 Offset: 70 (47%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 179: Ziegler & Council Tree/Broadcom Queues Long Total PM 179: Ziegler & Council Tree/Broadcom Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt pm paddington.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 224 342 66 51 138 316 1469 15 41 1714 107 v/c Ratio 0.77 0.70 1.02 0.13 0.32 0.99 0.66 0.01 0.16 0.94 0.12 Control Delay 73.6 30.7 174.7 48.1 14.2 77.6 14.8 0.0 4.8 28.8 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 73.6 30.7 174.7 48.1 14.2 77.6 14.8 0.0 4.8 28.8 0.7 Queue Length 50th (ft) 207 135 65 40 19 ~242 512 0 6 808 6 Queue Length 95th (ft) #330 254 #172 80 80 m#293 m476 m0 m5 #840 m1 Internal Link Dist (ft) 846 1057 1077 4040 Turn Bay Length (ft) 150 40 420 340 400 400 Base Capacity (vph) 296 498 66 409 437 318 2231 1087 255 1824 881 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.76 0.69 1.00 0.12 0.32 0.99 0.66 0.01 0.16 0.94 0.12 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Long Total AM 11: Ziegler & Target Service Access Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt am paddington.syn Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 10 1480 1580 50 Future Vol, veh/h 0 10 10 1480 1580 50 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 0 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 11 11 1558 1663 53 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 858 1716 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 0 300 365 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 300 365 - - - Mov Cap-2 Maneuver -- - - - - Stage 1 -- - - - - Stage 2 -- - - - - Approach EB NB SB HCM Control Delay, s 17.4 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 365 - 300 - - HCM Lane V/C Ratio 0.029 - 0.035 - - HCM Control Delay (s) 15.2 - 17.4 - - HCM Lane LOS C - C - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - HCM 6th TWSC Long Total PM 11: Ziegler & Target Service Access Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt pm paddington.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 60 15 1780 1765 105 Future Vol, veh/h 0 60 15 1780 1765 105 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 250 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 61 15 1816 1801 107 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 954 1908 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 0 259 307 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 259 307 - - - Mov Cap-2 Maneuver -- - - - - Stage 1 -- - - - - Stage 2 -- - - - - Approach EB NB SB HCM Control Delay, s 23.2 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 307 - 259 - - HCM Lane V/C Ratio 0.05 - 0.236 - - HCM Control Delay (s) 17.3 - 23.2 - - HCM Lane LOS C - C - - HCM 95th %tile Q(veh) 0.2 - 0.9 - - HCM 6th TWSC Long Total AM 8: Ziegler & Hidden Pond Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt am paddington.syn Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 0 90 5 0 5 55 1420 5 5 1535 70 Future Vol, veh/h 30 0 90 5 0 5 55 1420 5 5 1535 70 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, # - 1 - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 0 95 5 0 5 58 1495 5 5 1616 74 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2490 3242 808 2432 3314 750 1690 0 0 1500 0 0 Stage 1 1626 1626 - 1614 1614 - - - - - - - Stage 2 864 1616 - 818 1700 - - - - - - - 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 ~ 15 9 324 16 8 354 374 - - 443 - - Stage 1 106 159 - 108 161 - - - - - - - Stage 2 315 161 - 336 146 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 13 8 324 10 7 354 374 - - 443 - - Mov Cap-2 Maneuver 65 69 - 10 7 - - - - - - - Stage 1 90 157 - 91 136 - - - - - - - Stage 2 262 136 - 235 144 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 41.6 $ 333.5 0.6 0 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 374 - - 65 324 19 443 - - HCM Lane V/C Ratio 0.155 - - 0.486 0.292 0.554 0.012 - - HCM Control Delay (s) 16.4 - - 104.4 20.6$ 333.5 13.2 - - HCM Lane LOS C - - F C F B - - HCM 95th %tile Q(veh) 0.5 - - 1.9 1.2 1.5 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total PM 8: Ziegler & Hidden Pond Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt pm paddington.syn Intersection Int Delay, s/veh 9.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 0 85 5 0 5 100 1675 5 5 1780 115 Future Vol, veh/h 50 0 85 5 0 5 100 1675 5 5 1780 115 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 51 0 87 5 0 5 102 1709 5 5 1816 117 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2885 3744 908 2834 3859 857 1933 0 0 1714 0 0 Stage 1 1826 1826 - 1916 1916 - - - - - - - Stage 2 1059 1918 - 918 1943 - - - - - - - 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 ~ 7 4 278 8 4 301 301 - - 366 - - Stage 1 80 126 - 70 114 - - - - - - - Stage 2 240 114 - 292 110 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 5 3 278 ~ 4 3 301 301 - - 366 - - Mov Cap-2 Maneuver ~ 38 42 - ~ 4 3 - - - - - - - Stage 1 53 124 - 46 75 - - - - - - - Stage 2 156 75 - 198 108 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 173.5 $ 1029 1.3 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 301 - - 38 278 8 366 - - HCM Lane V/C Ratio 0.339 - - 1.343 0.312 1.276 0.014 - - HCM Control Delay (s) 23 - -$ 428.2 23.7$ 1029 15 - - HCM Lane LOS C - - F C F B - - HCM 95th %tile Q(veh) 1.5 - - 5.3 1.3 2.1 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Signalized Intersection Summary Long Total AM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt am paddington.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 120 0 55 30 0 15 35 1410 10 5 1525 5 Future Volume (veh/h) 120 0 55 30 0 15 35 1410 10 5 1525 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 126 0 1 32 0 1 37 1484 11 5 1605 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, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 204 0 1 223 1 6 280 2827 21 338 2783 9 Arrive On Green 0.11 0.00 0.11 0.11 0.00 0.11 0.06 1.00 1.00 0.01 0.77 0.77 Sat Flow, veh/h 1463 0 12 1646 7 52 1781 3616 27 1781 3634 11 Grp Volume(v), veh/h 127 0 0 33 0 0 37 729 766 5 785 825 Grp Sat Flow(s),veh/h/ln 1475 0 0 1705 0 0 1781 1777 1866 1781 1777 1868 Q Serve(g_s), s 10.0 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.1 27.8 27.8 Cycle Q Clear(g_c), s 12.5 0.0 0.0 2.5 0.0 0.0 0.6 0.0 0.0 0.1 27.8 27.8 Prop In Lane 0.99 0.01 0.97 0.03 1.00 0.01 1.00 0.01 Lane Grp Cap(c), veh/h 205 0 0 229 0 0 280 1389 1458 338 1361 1431 V/C Ratio(X) 0.62 0.00 0.00 0.14 0.00 0.00 0.13 0.52 0.53 0.01 0.58 0.58 Avail Cap(c_a), veh/h 356 0 0 381 0 0 314 1389 1458 400 1361 1431 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 65.2 0.0 0.0 61.0 0.0 0.0 6.0 0.0 0.0 3.7 7.4 7.4 Incr Delay (d2), s/veh 3.0 0.0 0.0 0.3 0.0 0.0 0.2 1.4 1.4 0.0 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 4.9 0.0 0.0 1.2 0.0 0.0 0.2 0.5 0.5 0.0 9.7 10.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 68.2 0.0 0.0 61.3 0.0 0.0 6.2 1.4 1.4 3.7 9.2 9.1 LnGrp LOS E A A E A A A A A A A A Approach Vol, veh/h 127 33 1532 1615 Approach Delay, s/veh 68.2 61.3 1.5 9.1 Approach LOS E E A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.1 120.9 21.0 5.8 123.3 21.0 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 6.0 95.0 31.0 6.0 95.0 31.0 Max Q Clear Time (g_c+I1), s 2.6 29.8 14.5 2.1 2.0 4.5 Green Ext Time (p_c), s 0.0 17.8 0.5 0.0 15.6 0.1 Intersection Summary HCM 6th Ctrl Delay 8.4 HCM 6th LOS A Timing Report, Sorted By Phase Long Total AM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt am paddington.syn Phase Number 1 2 4 5 6 8 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) 11 102 37 11 102 37 Maximum Split (%) 7.3% 68.0% 24.7% 7.3% 68.0% 24.7% Minimum Split (s) 11 30 35 11 32 35 Yellow Time (s) 5 4.5 3 5 4.5 3 All-Red Time (s) 0 2.5 3 0 2.5 3 Minimum Initial (s)4 7 4 4 7 4 Vehicle Extension (s)3 3 3 3 3 3 Minimum Gap (s)3 3 3 3 3 3 Time Before Reduce (s)0 0 0 0 0 0 Time To Reduce (s)0 0 0 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 37 48 0 37 48 0 End Time (s) 48 0 37 48 0 37 Yield/Force Off (s) 43 143 31 43 143 31 Yield/Force Off 170(s) 43 143 31 43 143 31 Local Start Time (s) 37 48 0 37 48 0 Local Yield (s) 43 143 31 43 143 31 Local Yield 170(s) 43 143 31 43 143 31 Intersection Summary Cycle Length 150 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 5: Ziegler & Paddington/Grand Teton Queues Long Total AM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt am paddington.syn Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 184 48 37 1495 5 1610 v/c Ratio 0.77 0.20 0.16 0.54 0.02 0.62 Control Delay 59.7 7.8 6.5 10.9 4.4 12.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.7 7.8 6.5 10.9 4.4 12.5 Queue Length 50th (ft) 115 0 10 364 1 386 Queue Length 95th (ft) 192 24 m23 345 5 577 Internal Link Dist (ft) 307 269 330 2371 Turn Bay Length (ft) 200 200 Base Capacity (vph) 350 342 238 2761 280 2600 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.53 0.14 0.16 0.54 0.02 0.62 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Total PM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt pm paddington.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 145 0 55 20 0 15 70 1645 15 15 1825 10 Future Volume (veh/h) 145 0 55 20 0 15 70 1645 15 15 1825 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 148 0 1 20 0 1 71 1679 15 15 1862 10 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 225 0 1 248 1 10 221 2734 24 240 2699 14 Arrive On Green 0.12 0.00 0.12 0.12 0.00 0.12 0.03 0.76 0.76 0.02 0.74 0.74 Sat Flow, veh/h 1438 0 10 1626 10 82 1781 3609 32 1781 3624 19 Grp Volume(v), veh/h 149 0 0 21 0 0 71 826 868 15 912 960 Grp Sat Flow(s),veh/h/ln 1448 0 0 1717 0 0 1781 1777 1865 1781 1777 1867 Q Serve(g_s), s 13.4 0.0 0.0 0.0 0.0 0.0 1.4 31.6 31.7 0.3 40.4 40.5 Cycle Q Clear(g_c), s 15.0 0.0 0.0 1.6 0.0 0.0 1.4 31.6 31.7 0.3 40.4 40.5 Prop In Lane 0.99 0.01 0.95 0.05 1.00 0.02 1.00 0.01 Lane Grp Cap(c), veh/h 227 0 0 259 0 0 221 1346 1412 240 1323 1390 V/C Ratio(X) 0.66 0.00 0.00 0.08 0.00 0.00 0.32 0.61 0.61 0.06 0.69 0.69 Avail Cap(c_a), veh/h 335 0 0 368 0 0 271 1346 1412 290 1323 1390 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 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 64.0 0.0 0.0 58.3 0.0 0.0 11.6 8.2 8.3 7.3 10.1 10.1 Incr Delay (d2), s/veh 3.2 0.0 0.0 0.1 0.0 0.0 0.8 2.1 2.0 0.1 3.0 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.8 0.0 0.0 0.7 0.0 0.0 0.8 11.2 11.8 0.1 14.8 15.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 67.3 0.0 0.0 58.4 0.0 0.0 12.5 10.3 10.3 7.4 13.0 12.9 LnGrp LOS E A A E A A B B B A B B Approach Vol, veh/h 149 21 1765 1887 Approach Delay, s/veh 67.3 58.4 10.4 12.9 Approach LOS E E B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.8 117.7 23.5 6.9 119.6 23.5 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 8.0 95.0 29.0 6.0 97.0 29.0 Max Q Clear Time (g_c+I1), s 3.4 42.5 17.0 2.3 33.7 3.6 Green Ext Time (p_c), s 0.0 23.4 0.5 0.0 19.9 0.1 Intersection Summary HCM 6th Ctrl Delay 14.1 HCM 6th LOS B Timing Report, Sorted By Phase Long Total PM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt pm paddington.syn Phase Number 1 2 4 5 6 8 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) 13 102 35 11 104 35 Maximum Split (%) 8.7% 68.0% 23.3% 7.3% 69.3% 23.3% Minimum Split (s) 11 30 35 11 32 35 Yellow Time (s) 5 4.5 3 5 4.5 3 All-Red Time (s) 0 2.5 3 0 2.5 3 Minimum Initial (s)4 7 4 4 7 4 Vehicle Extension (s)3 3 3 3 3 3 Minimum Gap (s)3 3 3 3 3 3 Time Before Reduce (s)0 0 0 0 0 0 Time To Reduce (s)0 0 0 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 35 48 0 35 46 0 End Time (s) 48 0 35 46 0 35 Yield/Force Off (s) 43 143 29 41 143 29 Yield/Force Off 170(s) 43 143 29 41 143 29 Local Start Time (s) 35 48 0 35 46 0 Local Yield (s) 43 143 29 41 143 29 Local Yield 170(s) 43 143 29 41 143 29 Intersection Summary Cycle Length 150 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 5: Ziegler & Paddington/Grand Teton Queues Long Total PM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt pm paddington.syn Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 204 35 71 1694 15 1872 v/c Ratio 0.79 0.13 0.40 0.64 0.07 0.75 Control Delay 62.0 2.9 11.9 20.6 5.1 17.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.0 2.9 11.9 20.6 5.1 17.9 Queue Length 50th (ft) 134 0 19 640 3 562 Queue Length 95th (ft) 217 8 m36 835 10 806 Internal Link Dist (ft) 307 269 330 2371 Turn Bay Length (ft) 200 200 Base Capacity (vph) 335 344 191 2665 221 2485 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.61 0.10 0.37 0.64 0.07 0.75 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Long Total AM 4: Corbett & Target Service Access 11/30/2023 Synchro 11 Light Report lt am corbett.syn Intersection Int Delay, s/veh 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 30 10 70 5 5 90 Future Vol, veh/h 30 10 70 5 5 90 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 33 11 77 5 5 99 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 189 80 0 0 82 0 Stage 1 80 - - - - - Stage 2 109 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 800 980 - - 1515 - Stage 1 943 - - - - - Stage 2 916 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 798 980 - - 1515 - Mov Cap-2 Maneuver 798 - - - - - Stage 1 943 - - - - - Stage 2 913 - - - - - Approach WB NB SB HCM Control Delay, s 9.5 0 0.4 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 837 1515 - HCM Lane V/C Ratio - - 0.053 0.004 - HCM Control Delay (s) - - 9.5 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC Long Total PM 4: Corbett & Target Service Access 11/30/2023 Synchro 11 Light Report lt pm corbett.syn Intersection Int Delay, s/veh 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 40 15 155 15 5 75 Future Vol, veh/h 40 15 155 15 5 75 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 47 18 182 18 6 88 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 291 191 0 0 200 0 Stage 1 191 - - - - - Stage 2 100 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 700 851 - - 1372 - Stage 1 841 - - - - - Stage 2 924 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 697 851 - - 1372 - Mov Cap-2 Maneuver 697 - - - - - Stage 1 841 - - - - - Stage 2 919 - - - - - Approach WB NB SB HCM Control Delay, s 10.4 0 0.5 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 733 1372 - HCM Lane V/C Ratio - - 0.088 0.004 - HCM Control Delay (s) - - 10.4 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.3 0 - HCM 6th TWSC Long Total AM 6: Corbett & Lowes Service Access/Site Access 11/30/2023 Synchro 11 Light Report lt am corbett.syn Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 5 75 0 0 5 15 60 10 15 0 Future Vol, veh/h 0 0 5 75 0 0 5 15 60 10 15 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -- - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 91 85 91 91 91 85 85 91 91 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 6 82 0 0 6 18 66 11 18 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 103 136 18 106 103 51 18 0 0 84 0 0 Stage 1 40 40 - 63 63 - - - - - - - Stage 2 63 96 - 43 40 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 877 755 1061 873 787 1017 1599 - - 1513 - - Stage 1 975 862 - 948 842 - - - - - - - Stage 2 948 815 - 971 862 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 870 747 1061 861 778 1017 1599 - - 1513 - - Mov Cap-2 Maneuver 870 747 - 861 778 - - - - - - - Stage 1 971 856 - 944 839 - - - - - - - Stage 2 944 812 - 959 856 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 8.4 9.6 0.5 2.8 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1599 - - 1061 861 1513 - - HCM Lane V/C Ratio 0.004 - - 0.006 0.096 0.007 - - HCM Control Delay (s) 7.3 0 - 8.4 9.6 7.4 0 - HCM Lane LOS A A -A A A A - HCM 95th %tile Q(veh) 0 - - 0 0.3 0 - - HCM 6th TWSC Long Total PM 6: Corbett & Lowes Service Access/Site Access 11/30/2023 Synchro 11 Light Report lt pm corbett.syn Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 5 60 0 0 5 30 135 5 15 0 Future Vol, veh/h 0 0 5 60 0 0 5 30 135 5 15 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -- - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 90 85 90 90 90 85 85 90 90 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 6 67 0 0 6 35 150 6 18 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 152 227 18 155 152 110 18 0 0 185 0 0 Stage 1 30 30 - 122 122 - - - - - - - Stage 2 122 197 - 33 30 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 815 672 1061 812 740 943 1599 - - 1390 - - Stage 1 987 870 - 882 795 - - - - - - - Stage 2 882 738 - 983 870 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 810 667 1061 802 734 943 1599 - - 1390 - - Mov Cap-2 Maneuver 810 667 - 802 734 - - - - - - - Stage 1 983 867 - 878 792 - - - - - - - Stage 2 878 735 - 974 867 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 8.4 9.9 0.2 1.8 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1599 - - 1061 802 1390 - - HCM Lane V/C Ratio 0.004 - - 0.006 0.083 0.004 - - HCM Control Delay (s) 7.3 0 - 8.4 9.9 7.6 0 - HCM Lane LOS A A -A A A A - HCM 95th %tile Q(veh) 0 - - 0 0.3 0 - - APPENDIX H HCM 6th TWSC Long Total AM 8: Ziegler & Hidden Pond No Signal Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt am no signal.syn Intersection Int Delay, s/veh 12.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 90 0 90 5 0 5 55 1420 5 5 1535 70 Future Vol, veh/h 90 0 90 5 0 5 55 1420 5 5 1535 70 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, # - 1 - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 95 0 95 5 0 5 58 1495 5 5 1616 74 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2490 3242 808 2432 3314 750 1690 0 0 1500 0 0 Stage 1 1626 1626 - 1614 1614 - - - - - - - Stage 2 864 1616 - 818 1700 - - - - - - - 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 ~ 15 9 324 16 8 354 374 - - 443 - - Stage 1 106 159 - 108 161 - - - - - - - Stage 2 315 161 - 336 146 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 13 8 324 10 7 354 374 - - 443 - - Mov Cap-2 Maneuver ~ 65 69 - 10 7 - - - - - - - Stage 1 ~ 90 157 - 91 136 - - - - - - - Stage 2 262 136 - 235 144 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 200.2 $ 333.5 0.6 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 374 - - 65 324 19 443 - - HCM Lane V/C Ratio 0.155 - - 1.457 0.292 0.554 0.012 - - HCM Control Delay (s) 16.4 - -$ 379.9 20.6$ 333.5 13.2 - - HCM Lane LOS C - - F C F B - - HCM 95th %tile Q(veh) 0.5 - - 8.1 1.2 1.5 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total PM 8: Ziegler & Hidden Pond No Signal Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt pm no signal.syn Intersection Int Delay, s/veh 48.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 130 0 85 5 0 5 100 1675 5 5 1780 115 Future Vol, veh/h 130 0 85 5 0 5 100 1675 5 5 1780 115 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 133 0 87 5 0 5 102 1709 5 5 1816 117 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2885 3744 908 2834 3859 857 1933 0 0 1714 0 0 Stage 1 1826 1826 - 1916 1916 - - - - - - - Stage 2 1059 1918 - 918 1943 - - - - - - - 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 ~ 7 4 278 8 4 301 301 - - 366 - - Stage 1 ~ 80 126 - 70 114 - - - - - - - Stage 2 240 114 - 292 110 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 5 3 278 ~ 4 3 301 301 - - 366 - - Mov Cap-2 Maneuver ~ 38 42 - ~ 4 3 - - - - - - - Stage 1 ~ 53 124 - 46 75 - - - - - - - Stage 2 156 75 - 198 108 - - - - - - - Approach EB WB NB SB HCM Control Delay, s $ 820 $ 1029 1.3 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 301 - - 38 278 8 366 - - HCM Lane V/C Ratio 0.339 - - 3.491 0.312 1.276 0.014 - - HCM Control Delay (s) 23 - -$ 1340.6 23.7$ 1029 15 - - HCM Lane LOS C - - F C F B - - HCM 95th %tile Q(veh) 1.5 - - 15.1 1.3 2.1 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total AM 5: Ziegler & Paddington/Grand Teton No Signal Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt am no signal.syn Intersection Int Delay, s/veh 7 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 1470 10 5 1540 5 Future Vol, veh/h 5 0 55 15 0 15 35 1470 10 5 1540 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 0 58 16 0 16 37 1547 11 5 1621 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2482 3266 813 2448 3263 779 1626 0 0 1558 0 0 Stage 1 1634 1634 - 1627 1627 - - - - - - - Stage 2 848 1632 - 821 1636 - - - - - - - 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 15 9 322 16 9 339 396 - - 421 - - Stage 1 105 158 - 106 159 - - - - - - - Stage 2 322 158 - 335 157 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 13 8 322 ~ 12 8 339 396 - - 421 - - Mov Cap-2 Maneuver 13 8 - ~ 12 8 - - - - - - - Stage 1 95 156 - 96 144 - - - - - - - Stage 2 278 143 - 272 155 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 77.2 $ 567.5 0.3 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 396 - - 108 23 421 - - HCM Lane V/C Ratio 0.093 - - 0.585 1.373 0.013 - - HCM Control Delay (s) 15 - - 77.2$ 567.5 13.7 - - HCM Lane LOS C - - F F B - - HCM 95th %tile Q(veh) 0.3 - - 2.8 4 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total PM 5: Ziegler & Paddington/Grand Teton No Signal Scenario 1 City of Fort Collins Signal Timing 12/05/2023 Synchro 11 Light Report lt pm no signal.syn Intersection Int Delay, s/veh 9.6 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 1725 15 15 1840 10 Future Vol, veh/h 5 0 55 5 0 15 70 1725 15 15 1840 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 0 56 5 0 15 71 1760 15 15 1878 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2935 3830 944 2879 3828 888 1888 0 0 1775 0 0 Stage 1 1913 1913 - 1910 1910 - - - - - - - Stage 2 1022 1917 - 969 1918 - - - - - - - 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 7 4 263 7 4 287 313 - - 346 - - Stage 1 70 114 - 70 115 - - - - - - - Stage 2 253 114 - 272 114 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 5 3 263 ~ 4 3 287 313 - - 346 - - Mov Cap-2 Maneuver ~ 5 3 - ~ 4 3 - - - - - - - Stage 1 54 109 - 54 89 - - - - - - - Stage 2 185 88 - 205 109 - - - - - - - Approach EB WB NB SB HCM Control Delay, s $ 333 $ 717.9 0.8 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 313 - - 50 15 346 - - HCM Lane V/C Ratio 0.228 - - 1.224 1.361 0.044 - - HCM Control Delay (s) 19.9 - - $ 333$ 717.9 15.9 - - HCM Lane LOS C - - F F C - - HCM 95th %tile Q(veh) 0.9 - - 5.5 3.1 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX J Harmony Ziegler Co r b e t t Council Tree Paddington Kingsley 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 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 Harmony Ziegler Co r b e t t Council Tree Paddington Kingsley Hidden Pond Grand Teton Edmonds SCALE: 1"=600' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 Bicycle LOS Worksheet Minimum Actual Proposed Base Connectivity: C B B Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification south and southwest of the site (Front Range Village) Commercial C B B