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Reports - Transportation Impact Study - 01/01/2025
PROSPECT PLAZA STUDENT HOUSING TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO MAY 2024 REVISED JANUARY 2025 Prepared for: Tetrad Real Estate, LLC 1730 South College Avenue, #200 Fort Collins, CO 80525 Prepared by: DELICH ASSOCIATES ft 2272 Glen Haven Drive ; Loveland, CO 80538 Phone: 970-669-2061 '' TABLE OF CONTENTS I. INTRODUCTION........................................................................................................ 1 II. EXISTING CONDITIONS..........................................................................................2 LandUse......................................................................................................................... 2 Roads..............................................................................................................................2 ExistingTraffic................................................................................................................. 5 ExistingOperation........................................................................................................... 5 Pedestrians Facilities ...................................................... ......................................... 10 BicycleFacilities............................................................................................................ 10 TransitFacilities ............................................................................................................ 10 III. PROPOSED DEVELOPMENT............................................................................... 11 TripGeneration ............................................................................................................. 11 TripDistribution ............................................................................................................. 11 Background Traffic Projections ..................................................................................... 14 TripAssignment ............................................................................................................ 14 SignalWarrants............................................................................................................. 14 OperationAnalysis ........................................................................................................ 14 Geometry ......................................................................................................................24 Pedestrian Level of Service........................................................................................... 31 BicycleLevel of Service ................................................................................................ 32 Transit Level of Service................................................................................................. 32 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 33 LIST OF TABLES 1 . Current Peak Hour Operation.................................................................................... 9 2. Trip Generation ....................................................................................................... 11 3. Short Range (2029) Background Peak Hour Operation ..........................................23 4. Long Range (2045) Background Peak Hour Operation...........................................25 5. Short Range (2029) Total Peak Hour Operation with RT Access at Prospect Road...........................................................................26 6. Short Range (2029) Total Peak Hour Operation with Full Access at Prospect Road..........................................................................27 7. Long Range (2045) Total Peak Hour Operation with RT Access at Prospect Road...........................................................................28 8. Long Range (2045) Total Peak Hour Operation with Full Access at Prospect Road.......................................................................... 29 _//I DELICH Prospect Plaza Student Housing TIS, January 2025 7/ rASSOCIATES LIST OF FIGURES 1. Site Location .............................................................................................................3 2. Existing Intersection Geometry..................................................................................4 3. Recent Peak Hour Traffic..........................................................................................6 4. Recent Bicycle Volumes............................................................................................ 7 5. Recent Pedestrian Volumes......................................................................................8 6. Site Plan.................................................................................................................. 12 7. Trip Distribution ....................................................................................................... 13 8. Short Range (2029) Background Peak Hour Traffic................................................ 15 9. Long Range (2045) Background Peak Hour Traffic................................................. 16 10. Site Generated Peak Hour Traffic with RT Access at Prospect............................... 17 11 . Site Generated Peak Hour Traffic with Full Access at Prospect.............................. 18 12. Short Range (2029) Total Peak Hour Traffic with RT Access at Prospect .............. 19 13. Short Range (2029) Total Peak Hour Traffic with Full Access at Prospect ............. 20 14. Long Range (2045) Total Peak Hour Traffic with RT Access at Prospect............... 21 15. Long Range (2045) Total Peak Hour Traffic with Full Access at Prospect..............22 16. Short Range (2029) and Long Range (2045) Geometry ......................................... 30 APPENDICES A. Base Assumptions form and related information B. Recent Peak Hour Traffic C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins LOS Standards D. Short Range (2029) Background Peak Hour Operation E. Long Range (2045) Background Peak Hour Operation F. Short Range (2029) Total Peak Hour Operation with RT Access at Prospect G. Short Range (2029) Total Peak Hour Operation with Full Access at Prospect H. Long Range (2045) Total Peak Hour Operation with RT Access at Prospect I. Long Range (2045) Total Peak Hour Operation with Full Access at Prospect J. Pedestrian/Bicycle Level of Service _//I DELICH Prospect Plaza Student Housing TIS, January 2025 7/ rASSOCIATES I. INTRODUCTION This transportation impact study(TIS)addresses the capacity, geometric, and control requirements at and near the proposed Prospect Plaza Student Housing. The proposed Prospect Plaza Student Housing site is located south of (adjacent to) Lake Street and east of Centre Avenue in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project planning consultant (Tetrad Real Estate, LLC) and the Fort Collins Traffic Engineering staff. This study generally conforms to the format set forth in the Fort Collins transportation impact study guidelines contained in the"Larimer County Urban Area Street Standards" (LCUASS). The base assumptions packet is provided in Appendix A. 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; • Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation. This TIS is a revision of the Prospect Plaza Student Housing Transportation Impact Study, dated May 2024. It reflects a change in the number of beds, the City comments in the letter dated December 19, 2024, and a conversation with Steve Gilchrist, Fort Collins Traffic Operations on December 27, 2024. - �I—DELICH Prospect Plaza Student Housing TIS,January 2025 -r J ASSOCIATES Page 1 II. EXISTING CONDITIONS The location of the Prospect Plaza Student Housing site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily institutional (CSU) or residential. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. This site is near the center of Fort Collins. Colorado State University and the Fort Collins CBD are north of the proposed Prospect Plaza Student Housing site. This site is adjacent to the CSU Campus. Roads The primary streets near the Prospect Plaza Student Housing site are Prospect Road, Centre Avenue, and Lake Street. Figure 2 shows a schematic of the existing geometry at the Prospect/Centre and Centre/Lake intersections. Prospect Road is to the south of(adjacent to) the Prospect Plaza Student Housing site. It is classified as a four-lane arterial street on the Fort Collins Master Street Plan. Currently, Prospect Road has a four-lane cross section in this area. At the Prospect/Centre intersection, Prospect Road has eastbound and westbound left-turn lanes and two through lanes in each direction. According to LCUASS, eastbound and westbound right-turn lanes are required with the existing traffic volumes at the Prospect/ Centre intersection. Typically, with constrained conditions, when turn lanes are shown to be required based on volumes, they are not built unless the operation at the subject intersection is determined to be unacceptable. The Prospect/Centre intersection has signal control. The posted speed limit in this area of Prospect Road is 35 mph. Centre Avenue is to the west of the Prospect Plaza Student Housing site. In this area, it is a north-south street designated as a collector street on the Fort Collins Master Street Plan. It would be classified as a major collector street (without parking). Currently, it has a two-lane cross section with no center median lane north of Prospect Road. South of Prospect Road, Centre Avenue has a two-lane cross section with a center median lane. At the Prospect/Centre intersection, Centre Avenue has northbound and southbound left- turn lanes, one through lane in each direction, and northbound and southbound right-turn lanes. At the Centre/Lake intersection, Centre Avenue has all northbound movements combined into a single lane. The Centre/Lake intersection has stop sign control on all legs. The posted speed limit in this area of Centre Avenue is 35 mph, south of Prospect Road. There is no posted speed limit on Centre Avenue between Prospect Road and Lake Street. - ��—DELICH Prospect Plaza Student Housing TIS,January 2025 -r J ASSOCIATES Page 2 —T-T CSU Ca m n 1j Prospect Plaza Student Housing 0 U Lake I " 117 Prospect a� L U U) (D U) SPn^9 Creek Trail SCALE: 1"=1000' SITE LOCATION Figure 1 —or/1-DELICH Prospect Plaza Student Housing TIS, January 2025 71 [-ASSOCIATES Page3 UN O� oSTOP Lake a� L - Denotes Lane _ Two-way Continuous Left-turn Lane L 29 >m >m p_ a 75'Striped Lane ® plus 75'Transition 100, 75'Striped Lane ® Prospect plus 75 Transition @a � a F-a a -o a �m U�m =o =o 30 �o LL N LL N a � a EXISTING INTERSECTION GEOMETRY Figure 2 —or/ —DELICH Prospect Plaza Student Housing TIS, January 2025 -71 [—ASSOCIATES Page Lake Street is an east-west street designated as a collector street on the Fort Collins Master Street Plan. It would be classified as a major collector street (without parking). Currently, Lake Street has a two-lane cross section with no center median lane. At the Centre/Lake intersection, Lake Street has all eastbound and westbound movements combined into single lanes. The posted speed limit in this area of Lake Street is 25 mph. Existing Traffic Figure 3 shows the recent morning and afternoon peak hour traffic counts at the Prospect/Centre and Centre/Lake intersections. Recent count data at the Prospect/ Centre and Centre/Lake intersections was obtained in April 2024. Raw count data is provided in Appendix B. Figures 4 and 5 respectively show the recent bicycle and pedestrian volumes at the Prospect/Centre and Centre/Lake intersections. Existing Operation The Prospect/Centre and Centre/Lake intersections were evaluated using techniques provided in the Highway Capacity Manual, 6th Edition. Using the peak hour traffic shown in Figure 3, the peak hour operation is shown in Table 1. The Prospect/ Centre and Centre/Lake intersections meet the City of Fort Collins Motor Vehicle LOS Standard during the morning and afternoon peak hours with existing control, geometry, and signal timing. Calculation forms are provided in Appendix C. A description of level of service for signalized and unsignalized intersections from the Highway Capacity Manual, 7th Edition and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. The Prospect Plaza Student Housing is in an area termed "mixed-use district." In areas termed "mixed-use districts," acceptable operation at signalized intersections during the peak hours is defined as level of service E or better for the overall intersection, and level of service E or better for any leg or movement. At arterial/arterial and collector/collector stop sign controlled intersections, acceptable operation is considered to be at level of service E, overall and level of service F, for any approach leg. At arterial/collector, arterial/local, collector/local, and local/local stop sign controlled intersections, acceptable operation is considered to be at level of service D, overall and level of service F, for any approach leg. It is important to note that the bicycle and pedestrian volumes were used in the operational analysis of the Prospect/ Centre and Centre/Lake intersections. However, the bicycle and pedestrian inputs had very little impact to the calculated operation of the intersections. During the peak hour traffic counts, the operation at the Centre/Lake intersection was specifically observed. This was done since there is a high number of pedestrians/ bicycles crossing Lake Street in the north/south direction. The following is a summary of the observations: 1) the pedestrians/bicycles seemed to cross in waves with gaps between the crossing waves; 2) the cars yielded to the waves of pedestrians/bicycles; - ��—DELICH Prospect Plaza Student Housing TIS,January 2025 -r J ASSOCIATES Page 5 N f 122/204 29/90 127/166 — Lake 29/46 � r orn 't00 a� L U ---a- AM/PM 83/34 /1120 212 212/263 Prospect 63/31 813/984—► 59/65 m �M6') r N N RECENT PEAK HOUR TRAFFIC Figure 3 -or/l-DELICH Prospect Plaza Student Housing TIS, January 2025 -71 [—ASSOCIATES Page 6 xs _ o_ NU) m 00 LO Iol�o _ 9/0 5/8 0/5 5/1 � Lake 6/11 i 3/6 N a� L U ---a— AM/PM 0 0 0 0/0 1/0 Prospect 0/0 0/3- 0/0 0-0 O r O RECENT BICYCLE VOLUMES Figure 4 —or/l—DELICH Prospect Plaza Student Housing TIS, January 2025 —71 [—ASSOCIATES Page 7 06 _ o_ Nco co CO r -\ \- C.0�o M Lake 21/38 H N L U AM/PM 3/12 _ 00_ N a7 r Prospect 0/5 H RECENT PEDESTRIAN VOLUMES Figure 5 —or/l—DELICH Prospect Plaza Student Housing TIS, January 2025 -71 [—ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM EB LT A A EB T B B EB T/RT B B EB APPROACH B B WB LT A A WB T A A WB T/RT A A WB APPROACH A A Prospect/Centre NB LT D D (signal) NB T D D NB RT D D NB APPROACH D D SB LT D D SB T D D SB RT D D SB APPROACH D D OVERALL B B NB LT/RT A A Centre/Lake EB T/RT A A (all-way stop sign) WB LT/T A B OVERALL A A DELICH Prospect Plaza Student Housing TIS, January 2025 7/ rASSOCIATES Page 9 3) the cars proceeded in the gaps between the pedestrian/bicycle waves; 4) the cars were not significantly delayed; 5) there were not long queues of cars on any of the approaches (2-3 cars); and 6) there did not appear to be frustration on the part of drivers (cars) or pedestrians/bicyclists. In general, the operation of all modes seemed to be very smooth. Pedestrian Facilities There are sidewalks along Prospect Road, Centre Avenue, and Lake Street. There are painted crosswalks on all legs of the Prospect/Centre and Centre/Lake intersections. Bicycle Facilities Bicycle lanes exist on Centre Avenue and Lake Street. Prospect Road has no bicycle lanes. Transit Facilities The nearest Transfort routes are Routes 2, 7, Around the Horn, and the MAX. The nearest bus stops are along Prospect Road, Whitcomb Street, Lake Street, and the Prospect Station for the MAX Route. _/11 DELICH Prospect Plaza Student Housing TIS, January 2025 7/ rASSOCIATES Page 10 III. PROPOSED DEVELOPMENT The Prospect Plaza Student Housing development is a student residential development with 785 beds (311 apartment dwelling units). Figure 6 shows a site plan of the Prospect Plaza Student Housing development. The Prospect Plaza Student Housing development will replace the existing Prospect Plaza Apartments. The site plan shows one access to/from Lake Street and one access to/from Prospect Road. The access to/from Prospect Road will be analyzed as full-movement (Full Access) and restricted to right-in/right-out (RT Access). The short range analysis (Year 2029) includes development of the Prospect Plaza Student Housing site and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. The long range analysis (Year 2045) includes background traffic due to normal growth and in general accordance with the Fort Collins Structure Plan. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 11t" Edition, ITE is used to estimate trips that would be generated by the proposed/expected use at a site. Off-Campus Student Apartment - Low- Rise (Code 226) was used as the land use. Table 2 shows the daily and peak hour trip generation for the Prospect Plaza Student Housing site. It is assumed that alternative modes (pedestrian, bicycle, and transit) have been considered in the ITE rates for student apartments. The trip generation of the Prospect Plaza Student Housing development resulted in 2,018 daily trip ends, 55 morning peak hour trip ends, and 165 afternoon peak hour trip ends. The existing Prospect Plaza Apartments (294 beds) generates 756 daily trip ends, 21 morning peak hour trip ends, and 62 afternoon peak hour trip ends. The difference in trip generation between the existing Prospect Plaza Apartments and the Prospect Plaza Student Housing development is 1,262 daily trip ends, 34 morning peak hour trip ends, and 103 afternoon peak hour trip ends TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 226 Off-Campus Student 785 2.57 2018 0.07 25 0.07 30 0.21 78 0.21 87 Apartment(Mid-Rise) Beds 46% 54% 47% 53% Trip Distribution Directional distribution of the generated trips was determined for the Prospect Plaza Student Housing site. Figure 7 shows the vehicle trip distribution used for the Prospect Plaza Student Housing site. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. - /�DELICH Prospect Plaza Student Housing TIS,January 2025 -r J ASSOCIATES Page 11 411111 SCALE: 1"=100' I: � W uxe sr I Y .,�...,.�� ,,,ram^.r�,., s �. ♦ .'� �iJ�` � I I .� I - 1-vFI j PMIVIG_ I 1 W PROSPECT RY] w r -i c E . .rarwarrv+mur SITE PLAN Figure 6 -o'f 1-DELICH Prospect Plaza Student Housing TIS, January 2025 7,1 [-ASSOCIATES Page 12 0 -0 7 7i N 15% Lake - a r � o 15% 173 E73 �Y, U 15% 6 _ Prospect o U LO 0 0 N SCALE: 1"=500' TRIP DISTRIBUTION Figure 7 J'f 1—DELICH Prospect Plaza Student Housing TIS, January 2025 -7,f [—ASSOCIATES Page 13 Background Traffic Projections Figures 8 and 9 show the short range (2029) and long range (2045) background peak hour traffic projections at the key intersections. Traffic at the key intersections was increased at a rate of one percent per year for the short range (2029) and long range (2045) background traffic forecasts. The peak hour trip generation for the existing Prospect Plaza Apartments was calculated, assigned, and subtracted from the background traffic. Trip Assignment/Total Traffic Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Using the trip distribution shown in Figure 7, Figures 10 and 11 respectively show the assignment of the site generated peak hour vehicle traffic with the RT Access and Full Access at Prospect Road. The site generated vehicle traffic was combined with the background traffic to determine the total forecasted vehicle traffic at the key intersections. Figures 12 and 13 respectively show the short range (2029)total peak hour vehicle traffic at the key intersections with the RT Access and Full Access at Prospect Road. Figures 14 and 15 respectively show the long range (2045) total peak hour vehicle traffic at the key intersections with the RT Access and Full Access at Prospect Road. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices (MUTCD). The following signal warrants were evaluated at the Centre/Lake intersection: Warrant 3, Peak Hour and Warrant 4, Pedestrian Volume. These signal warrants will not be met. As noted based upon observations and subsequent operational analyses, this intersection will meet the Fort Collins Level of Service Standards with all-way stop sign control. Operation Analysis Operation analyses were performed at the Prospect/Centre, Prospect/RT and Full Access, Centre/Lake, and Lake/Site Access intersections. The operation analyses were conducted for the short range future, reflecting a year 2029 condition and for the long range future, reflecting a year 2045 condition. As mentioned earlier, the Prospect/Centre intersection was analyzed using the existing City signal timing. Using the short range (2029) background peak hour traffic volumes, the Prospect/Centre and Centre/Lake intersections operate as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The Prospect/Centre and Centre/Lake intersections will meet the City of Fort Collins Motor Vehicle LOS Standard. _//I DELICH Prospect Plaza Student Housing TIS, January 2025 7/ rASSOCIATES Page 14 N f 126/211 25/80 131/170 — � r Lake 30/48 rn.0 �n v N� �a7 N L U ---a- AM/PM N ENO co v M 87/36 —616/1177 223/276 Prospect 64/28 854/1034—► 62/68 m 00 CO 000— LOM .TF T 1 SHORT RANGE (2029) BACKGROUND PEAK HOUR TRAFFIC Figure 8 -or/l-DELICH Prospect Plaza Student Housing TIS, January 2025 -71 [—ASSOCIATES Page 15 N —148/246 31/96 155/201 — Lake 36/57 � r rn.0 rn r; 'to a� L U AM/PM r o� 102/42 IN I� —722/1380 261/324 Prospect 76/33 1002/1213—► 73/80 1'-N m L ON0N T CO N LONG RANGE (2045) BACKGROUND PEAK HOUR TRAFFIC Figure 9 -or/l-DELICH Prospect Plaza Student Housing TIS, January 2025 -71 [-ASSOCIATES Page 16 N f 5/13 12/35 �8/23 4/12 — � Lake 11/35 co 00(.0 ti rl-00 U N U U Q N U) N L U AM/PM U U Q N M N N 00 LO 2/5 6/20 4/12 8/22 — Prospect m SITE GENERATED PEAK HOUR TRAFFIC WITH RT ACCESS AT PROSPECT Figure 10 -or/l-DELICH Prospect Plaza Student Housing TIS, January 2025 —7,1 [—ASSOCIATES Page 17 4 N f 5/13 7/22 �8/23 4/12 — � Lake 8/24 MN N 00 U N U U Q N U) N L U AM/PM U U Q MM LO 00 07 JN lNM LO- i 1 � �2/5 Prospect 2/5� � ( 3/11 2/7 — 3/9— SITE GENERATED PEAK HOUR TRAFFIC WITH FULL ACCESS AT PROSPECT Figure 11 -or/l-DELICH Prospect Plaza Student Housing TIS, January 2025 -71 [-ASSOCIATES Page 18 N f 131/224 -151/291 37/115 �8/23 135/182- Lake 222/218- 30/48 I 11/35/35 rn� o0 N 00 Il-00 �0') U U U Q N U) N L U AM/PM U U Q 0 6)m N N v N 87/36 �, 619/1185 6/20 225/281 — 926/1489 68/40 1116/1444 — Prospect 854/1034 r 62/68 CEO-co o—M LO"d-� N SHORT RANGE (2029) TOTAL PEAK HOUR TRAFFIC WITH RT ACCESS AT PROSPECT Figure 12 -or/l-DELICH Prospect Plaza Student Housing TIS, January 2025 -71 [—ASSOCIATES Page 19 N f 131/224 -151/291 32/102 �8/23 135/182 � r 8/24Lake 222/21830/48 �(�O MN N U-) N 00 U N U U Q N U) N L U F AM/PM U) f) U U Q 7 LL O rncMrn 0-- �2r 87/36 �,Lo —619/1185 6/20 225/281 ► 926/1489 66/33 3/11 � Prospect 856/1041 — I 1111/1431 — 62/68 CEO 0 LO�N N SHORT RANGE (2029) TOTAL PEAK HOUR TRAFFIC WITH FULL ACCESS AT PROSPECT Figure 13 —or/l—DELICH Prospect Plaza Student Housing TIS, January 2025 -71 [—ASSOCIATES Page 20 N f 153/259 f 179/342 43/131 8/23 159/213 — � � Lake 262/259 — 36/57 11/35 rn, .0(0 (4 00 d N �34 rl-00 U U U Q U) N L U -F AM/PM U U Q N 00—00 N(N N 102/42 �, 725/1388 6/20 263/329 f 1085/1746 80/45 1307/1691 — Prospect 1002/1213 r 73/80 rl-M rn LO M LOCN —CO N LONG RANGE (2045) TOTAL PEAK HOUR TRAFFIC WITH RT ACCESS AT PROSPECT Figure 14 -or/l-DELICH Prospect Plaza Student Housing TIS, January 2025 -71 [-ASSOCIATES Page 21 N f 153/259 f 179/342 38/118 �8/23 159/213 — � r Lake 262/259 — 36/57 8/24 �C) ON N00 U N U U Q N U) N L U -F AM/PM U) f) U U Q 7 LL N .-LO 00 N00-- �r � 00 102/42 �,Lo 1 725/1388 6/20 263/329 ► 1085/1746 78/38 3/11 Prospect 1004/1220— rn 1302/1678 — 73/80----4 C 65 c) LOC�OM -CO N LONG RANGE (2045) TOTAL PEAK HOUR TRAFFIC WITH FULL ACCESS AT PROSPECT Figure 15 —or/l—DELICH Prospect Plaza Student Housing TIS, January 2025 -71 [—ASSOCIATES Page 22 TABLE 3 Short Range (2029) Background Peak Hour Operation Intersection Movement Level of Service AM PM EB LT A A EB T B B EB T/RT B B EB APPROACH B B WB LT A B WB T A A WB T/RT A A WB APPROACH A A Prospect/Centre NB LT D D (signal) NB T D D NB RT D D NB APPROACH D D SB LT D D SB T D D SB RT D D SB APPROACH D D OVERALL B B NB LT/RT A A Centre/Lake EB T/RT A A (all-way stop sign) WB LT/T A B OVERALL A A DELICH Prospect Plaza Student Housing TIS, January 2025 7/ rASSOCIATES Page 23 Using the long range (2045) background peak hour traffic volumes, the Prospect/ Centre and Centre/Lake intersections operate as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. The Prospect/Centre and Centre/Lake intersections will meet the City of Fort Collins Motor Vehicle LOS Standard. Using the short range (2029) total peak hour traffic volumes with the RT Access at Prospect Road, the Prospect/Centre, Prospect/RT Access, Centre/Lake, and Lake/Site Access intersections operate as indicated in Table 5. Calculation forms for these analyses are provided in Appendix F. The key intersections will meet the City of Fort Collins Motor Vehicle LOS Standard. Using the short range (2029) total peak hour traffic volumes with the Full Access at Prospect Road, the Prospect/Centre, Prospect/Full Access, Centre/Lake, and Lake/Site Access intersections operate as indicated in Table 6. Calculation forms for these analyses are provided in Appendix G. The key intersections will meet the City of Fort Collins Motor Vehicle LOS Standard. The southbound left-turn/right-turn movements at the Prospect/Full Access intersection will experience delays commensurate with LOS E and F during the peak hours. Using the long range (2045) total peak hour traffic volumes with the RT Access at Prospect Road, the Prospect/Centre, Prospect/RT Access, Centre/Lake, and Lake/Site Access intersections operate as indicated in Table 7. Calculation forms for these analyses are provided in Appendix H. The key intersections will meet the City of Fort Collins Motor Vehicle LOS Standard. Using the long range (2045) total peak hour traffic volumes with the Full Access at Prospect Road, the Prospect/Centre, Prospect/Full Access, Centre/Lake, and Lake/Site Access intersections operate as indicated in Table 8. Calculation forms for these analyses are provided in Appendix I. The key intersections will meet the City of Fort Collins Motor Vehicle LOS Standard. The southbound left-turn/right-turn movements at the Prospect/Full Access intersection will experience delays commensurate with LOS F during the peak hours. Geometry The geometry was evaluated using the long range (2045) peak hour traffic forecasts. The long range (2045) geometry is shown in Figure 16. The geometry at the Prospect/Centre and Centre/Lake intersections is the existing geometry. As mentioned earlier, according to LCUASS, eastbound and westbound right-turn lanes at the Prospect/Centre intersection are required with the existing traffic volumes. Typically at constrained locations, when turn lanes are shown to be required based on volumes, they are not built unless the operation at the subject intersection is determined to be unacceptable. The operation at the Prospect/Centre intersection meets the Fort Collins Motor Vehicle LOS Standards without the eastbound and westbound right-turn lanes. The westbound left-turn lane on Prospect Road approaching Centre Avenue is currently --//'DELICH Prospect Plaza Student Housing TIS,January 2025 -r J ASSOCIATES Page 24 TABLE 4 Long Range (2045) Background Peak Hour Operation Intersection Movement Level of Service AM PM EB LT A A EB T B B EB T/RT B B EB APPROACH B B WB LT B C WB T A B WB T/RT A B WB APPROACH B B Prospect/Centre NB LT D D (signal) NB T D D NB RT D D NB APPROACH D D SB LT D D SB T D D SB RT D D SB APPROACH D D OVERALL B C NB LT/RT A A Centre/Lake EB T/RT A B (all-way stop sign) WB LT/T A B OVERALL A B DELICH Prospect Plaza Student Housing TIS, January 2025 7/ rASSOCIATES Page 25 TABLE 5 Short Range (2029) Total Peak Hour Operation with RT Access at Prospect Road Intersection Movement Level of Service AM PM EB LT A A EB T B B EB T/RT B B EB APPROACH B B WB LT A B WB T A B WB T/RT A A WB APPROACH A B Prospect/Centre NB LT D D (signal) NB T D D NB RT D D NB APPROACH D D SB LT D D SB T D D SB RT D D SB APPROACH D D OVERALL B B Prospect/RT Access SB RT B C (RT-in/RT-out) NB LT/RT A A Centre/Lake EB T/RT A A (all-way stop sign) WB LT/T A B OVERALL A B NB LT/RT B B Lake/Site Access WB LT A A (stop sign) OVERALL A A DELICH Prospect Plaza Student Housing TIS, January 2025 7/ rASSOCIATES Page 26 TABLE 6 Short Range (2029) Total Peak Hour Operation with Full Access at Prospect Road Intersection Movement Level of Service AM PM EB LT A A EB T B B EB T/RT B B EB APPROACH B B WB LT A B WB T A A WB T/RT A A WB APPROACH A B Prospect/Centre NB LT D D (signal) NB T D D NB RT D D NB APPROACH D D SB LT D D SB T D D SB RT D D SB APPROACH D D OVERALL B B SB LT/RT E F Prospect/RT Access EB LT B B (full movement) OVERALL A A NB LT/RT A A Centre/Lake EB T/RT A A (all-way stop sign) WB LT/T A B OVERALL A B NB LT/RT B B Lake/Site Access WB LT A A (stop sign) OVERALL A A —//' DELICH Prospect Plaza Student Housing TIS, January 2025 7/ rASSOCIATES Page 27 TABLE 7 Long Range (2045) Total Peak Hour Operation with RT Access at Prospect Road Intersection Movement Level of Service AM PM EB LT A B EB T B B EB T/RT B B EB APPROACH B B WB LT B C WB T A B WB T/RT A B WB APPROACH B B Prospect/Centre NB LT D D (signal) NB T D D NB RT D D NB APPROACH D D SB LT D D SB T D D SB RT D D SB APPROACH D D OVERALL B C Prospect/RT Access SB RT B C (RT-in/RT-out) NB LT/RT A A Centre/Lake EB T/RT A B (all-way stop sign) WB LT/T A B OVERALL A B NB LT/RT B B Lake/Site Access WB LT A A (stop sign) OVERALL A A DELICH Prospect Plaza Student Housing TIS, January 2025 7/ rASSOCIATES Page 28 TABLE 8 Long Range (2045) Total Peak Hour Operation with Full Access at Prospect Road Intersection Movement Level of Service AM PM EB LT A B EB T B B EB T/RT B B EB APPROACH B B WB LT B C WB T A B WB T/RT A B WB APPROACH B B Prospect/Centre NB LT D D (signal) NB T D D NB RT D D NB APPROACH D D SB LT D D SB T D D SB RT D D SB APPROACH D D OVERALL B C SB LT/RT F F Prospect/RT Access EB LT B C (full movement) OVERALL A A NB LT/RT A A Centre/Lake EB T/RT A B (all-way stop sign) WB LT/T A B OVERALL A B NB LT/RT B B Lake/Site Access WB LT A A (stop sign) OVERALL A A —//' DELICH Prospect Plaza Student Housing TIS, January 2025 7/ rASSOCIATES Page 29 4 N oSTOP Lake � STOP 1m U U Q N U) N L - Denotes Lane _ Two-way Continuous Left-turn Lane U U Q dOls ® Prospect LONG RANGE (2045) GEOMETRY Figure 16 —or/l—DELICH Prospect Plaza Student Housing TIS, January 2025 -71 [—ASSOCIATES Page 30 75 feet in length with a transition (no stripe) area of 75 feet. This lane becomes a two- way left-turn lane east of the westbound left-turn lane. The two-way left-turn lane currently serves the existing two accesses for Prospect Plaza, as well as an existing access for the Forestry Services building east of Prospect Plaza and Bay Road on the south side of Prospect Road. The distance from the westbound left-turn lane stop bar to the centerline of the proposed Full Site Access driveway on Prospect Road is approximately 235 feet. This westbound left-turn lane does not/will not meet LCUASS standards (Figure 8-2). Using the long range (2045) total peak hour traffic, this westbound left-turn lane should be approximately 550 feet in length. The 95t" percentile queue length for this westbound left-turn lane is 377 feet. Given the proposed location of the Full Access, vehicles in the westbound left-turn lane approaching Centre Avenue will queue back and not allow for eastbound left-turning vehicles to enter the Full Access driveway. Since the westbound left-turn queue will extend past the proposed Site Access driveway, it is recommended that it should provide for right-in/right-out movements. According to the "West Central Area Plan" (adopted March 17, 2015), the right-of- way of Lake Street will be widened to 75 feet from the existing 60 foot right-of-way. The additional right-of-way will be on the north side of West Lake Street. A "planted buffer" will shield the bike lanes and sidewalks from the roadway. This project will install the sidewalk along its frontage. The new cross section of West Lake Street will be constructed by CSU. It is assumed that the unique function and design of Lake Street will not include any auxiliary turn lanes at driveways along it. Pedestrian Level of Service Appendix J shows a map of the area that is within 1320 feet of the Prospect Plaza Student Housing site. The Prospect Plaza Student Housing site is located within an area termed as "pedestrian district," which sets the level of service threshold at LOS A for all measured factors, except for Street Crossing which is LOS B. There are five destination areas within 1320 feet of the proposed Prospect Plaza Student Housing site: 1) the CSU Campus, 2) the CSU student housing to the west of the site, 3) the CSU student housing to the southwest of the site, 4) the commercial uses to the south of the site, and 5) the commercial uses to the southeast of the site. There are sidewalks along all streets in the area of the Prospect Plaza Student Housing site. Sidewalks will be built throughout and adjacent to the development that will connect to existing nearby sidewalks along Prospect Road, Centre Avenue, and Lake Street. • Directness—The distance ratio to all pedestrian destinations is less than 1.2 (LOS A). • 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 all destination areas. - �t—DELICH Prospect Plaza Student Housing TIS,January 2025 -r J ASSOCIATES Page 31 • Visual Interest and Amenity —The visual interest and amenity will be acceptable at LOS A for all destination areas since this area around the CSU Campus is an enhanced pedestrian area. • Security — The security is acceptable at LOS A for all destination areas since this area around the CSU Campus is an enhanced pedestrian area. Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there is one destination area (CSU) within 1320 feet of the Prospect Plaza Student Housing. The bicycle level of service is acceptable. The bicycle LOS Worksheet is provided in Appendix J. There will be bicycle storage facilities on site. Transit Level of Service The nearest Transfort Routes are Routes 2, 7, 19, and 32 at the Prospect/Centre intersection and Around the Horn at the Prospect/Centre intersection. According to the "West Central Area Plan," there will be transit stops on Lake Street and Prospect Road in the future. -/,/I--DELICH Prospect Plaza Student Housing TIS, January 2025 7/ rASSOCIATES Page 32 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of the Prospect Plaza Student Housing development on the short range (2029) and long range (2045) street system in the vicinity of the proposed development. As a result of this analysis, the following is concluded: • The development of the Prospect Plaza Student Housing site is feasible from a traffic engineering standpoint. At full development, the Prospect Plaza Student Housing site will generate approximately 2,018 daily trip ends, 55 morning peak hour trip ends, and 165 afternoon peak hour vehicle trip ends. • Current operation at the Prospect/Centre and Centre/Lake intersections meets the City of Fort Collins Motor Vehicle LOS Standard. • The following signal warrants were evaluated at the Centre/Lake intersection: Warrant 3, Peak Hour and Warrant 4, Pedestrian Volume. These signal warrants will not be met. As noted based upon observations and subsequent operational analyses, this intersection does and will meet the Fort Collins Level of Service Standards with all-way stop sign control. • In the short range (2029)future, given development of the Prospect Plaza Student Housing site and an increase in background traffic, the key intersections will meet the City of Fort Collins Motor Vehicle LOS Standard with existing/recommended control, geometry, and existing signal timing. • In the long range (2045) future, given development of the Prospect Plaza Student Housing site and an increase in background traffic, the key intersections will meet the City of Fort Collins Motor Vehicle LOS Standard with existing/recommended control, geometry, and existing signal timing. • The geometry at the key intersections is shown in Figure 16. Given the proposed location of the proposed Site Access driveway at Prospect Road, vehicles in the westbound left-turn lane approaching Centre Avenue will queue back beyond this access driveway and not allow for eastbound left-turning vehicles to enter the Site Access driveway. It is recommended that this Site Access driveway should provide for right-in/right-out movements. The new cross section of Lake Street will be in accordance with the "West Central Area Plan." • Acceptable level of service is achieved for pedestrians and bicycles based upon the measures in the multi-modal transportation guidelines. - ��—DELICH Prospect Plaza Student Housing TIS,January 2025 -7 J ASSOCIATES Page 33 APPENDIX A Chapter4 — Attachments Attachment A Transportation Impact Study Base Assumptions Project Information Project Name PRo9PEGT 2-A-WA Project Location o s PE p t✓ S r f` EAIY 6 v TIS Assumptions Type of Study Full: Y�s Intermediate: MTIS: N� Memo: No Study Area Boundaries North: I-AKG- South: East: St TE btPtvCroMY9 West: C&,V-rcg Study Years• Short Range: Z o2 of Long Range: 20 4 Future Traffic Growth Rate l 1 Peg Year- Study Intersections 1. All access drives 5. 2. AC09P&CT 00,urr s- 6. 3' LAK6 CEivr,e 7. 4. g• Time Period for Study : 7:0 -9: :00- : Sat Noon: n/p Trip Generation Rates E `I`9, (( -'p. - ,QTTriGcdEf7 Trip Adjustment Factors Passby: V14 Captive Market: N A Overall Trip Distribution SEE ATTACHED SKETCH Mode Split Assumptions /.] AA)AL 9 Sf S Design Vehicle Information PSgeVQ&K CARS Committed Roadway Improvements ^/OT AwARG ®P AAIV Other Traffic Studies Nor . wAR6 OF AVY Areas Requiring Special Study Date: MAU14 14 . Z ©Z4- Traffic Engineer: D&La cN o4 B S©C f A Te s Local Entity Engineer: 04o9 8dP: Ladner County Urban Area Street Standards—Repealed and Reenacted August t,2021 Page 4-35 Adopted by Ladmer County,City of Loveland,City of Fort CoNins x xx a$ 8 io R�88 rOeB Iz. I �����3 �aaa�g� nF4u ato ammo® p W 3 , �.n Ea 7W __�M, m € s Qw n 6� _ � Q� w — 442c� Y� N i LU J LU W B J A' w Z O t= IL o Oak am I J Y V I 1 N y I �� TABLE 1 Trip Generation Code Use size AWDTE AM Peak Hour PM Peak Hour Rate Trlpa Rate In Rate Out Rate In Rate Out 226 Off-Campus Student 814 beds 2.57 2092 0.07 0.07 31 0.21 0.21 90 Apartment(Mid-Rise) 46% 54% 47% 53% • r ^x � 3 T c o - ' �� �"` � ,�„ _. �. � • dam° u 167, Al Fes' !�� :}-#►1k�1i 517E � � .- • � m '*� -f �_�:' ISO o7 Aa 3 TRto DIBTR70VTION APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND,CO 80538 Phone: 970 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 41412024 Observer: Vickie Day: Thursday Jurisdiction: Fort Collins R=right turn Intersection: Centre/Lake S=straight L=left turn Time Northbound: Centre Southbound: Total Eastbound: Lake Westbound: Lake 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 15 17 0 17 8 4 12 11 12 23 35 52 7:15 3 16 19 0 19 26 3 29 6 13 19 48 67 7:30 7 27 34 0 34 39 8 47 16 24 40 87 121 7:45 5 25 30 0 30 46 7 53 13 24 37 90 120 8:00 6 20 26 0 26 22 8 30 3 21 24 54 80 i 15 6 21 27 0 27 26 7 33 5 21 26 59 86 30459 27 36 0 36 46 10 56 9 29 38 94t 130 19 21 40 0 1 40 33 4 37 12 51 63 1 100 1 140 8:00-9:00 40 0 89 129 0 0 0 0 129 0 127 29 156 29 122 0 151 307 436 PHF 0.53 nla 0.82 0.81 nla nla nla nla 0.81 nla 0.69 0.73 0.7 0.6 0.6 nla 0.6 0.77 0.78 4:00 9 14 23 0 23 31 17 48 15 52 67 115 138 4:15 13 16 29 0 29 33 5 38 19 55 74 112 141 4:30 18 13 31 0 31 32 13 45 18 50 68 113 144 4:45 12 10 22 0 22 49 20 69 25 50 75 144 166 5:00 13 15 28 0 28 52 8 60 28 49 77 137 165 5:15 3 10 13 0 13 29 12 41 27 46 73 114 127 5:30 18 9 27 0 27 28 4 32 10 47 57 89 116 5:45 10 3 13 0 13 24 5 29 12 44 56 1 85 1 98 4:15-5:15 56 0 54 110 0 0 0 0 110 0 166 46 212 90 204 0 294 506 616 PHF 0.78 nla 0.84 0.89 1 nla nla nla nla 0.89 nla 0.8 0.58 0.77 1 0.8 1 0.93 1 nla 0.95 0.88 0.93 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND,CO 80538 Phone: 970 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 41312024 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R=right turn Intersection: Prospect/Centre S=straight L=left turn Time Northbound: Centre Southbound: Centre Total Eastbound: Prospect Westbound: Prospect 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 1 10 28 39 0 5 3 8 47 8 123 5 136 36 52 2 90 226 273 7:15 1 16 23 40 0 6 5 11 51 7 148 14 169 31 67 8 106 275 326 7:30 7 23 55 85 1 4 3 8 93 9 211 13 233 41 116 13 170 403 496 7:45 3 32 69 104 3 15 5 23 127 16 222 17 255 78 147 18 243 498 625 8:00 10 28 65 103 1 7 3 11 114 6 174 16 196 56 142 16 214 410 524 8:15 10 26 46 82 3 12 3 18 100 11 198 10 219 43 121 17 181 400 500 8:30 12 31 56 99 3 11 5 19 118 23 213 12 248 55 158 32 245 493 611 8:45 16 47 62 125 7 11 8 26 1 151 23 228 21 272 58 165 18 241 1 513 664 8:00-9:00 48 132 229 409 14 41 19 74 483 63 813 59 935 212 586 83 881 1816 2299 PHF 0.75 0.7 0.88 0.82 0.5 0.85 0.59 0.71 0.8 0.68 0.89 0.7 0.86 0.91 0.89 0.65 0.9 0.88 0.87 4:00 23 15 86 124 15 34 27 76 200 8 213 16 237 68 257 8 333 570 770 4:15 18 21 91 130 14 28 17 59 189 6 225 17 248 48 267 3 318 566 755 4:30 22 14 84 120 10 23 16 49 169 5 238 16 259 66 267 15 348 607 776 4:45 10 17 80 107 17 30 16 63 170 16 273 15 304 65 284 8 357 661 831 5:00 14 15 67 96 11 40 17 68 164 4 248 17 269 84 302 8 394 663 827 5:15 14 11 63 88 10 24 16 50 138 3 216 13 232 57 289 4 350 582 720 5:30 20 15 50 85 12 22 16 50 135 4 231 11 246 47 288 6 341 587 722 5:45 9 9 55 73 6 8 7 21 94 3 224 8 235 37 213 5 255 490 1 584 4:15-5:15 64 67 322 453 52 121 66 239 692 31 984 65 1080 263 1120 34 1417 2497 3189 PHF 0.73 0.8 0.88 0.87 1 0.76 1 0.76 0.97 0.88 1 0.92 0.48 0.9 1 0.96 0.89 0.78 0.93 0.57 0.9 0.94 0.96 APPENDIX C HCM 7th Signalized Intersection Summary Recent AM 84: Centre/Center & Prospect s -0. -'t T �► 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 0 t r t r Traffic Volume(veh/h) 63 813 59 212 586 83 48 132 229 14 41 19 Future Volume(veh/h) 63 813 59 212 586 83 48 132 229 14 41 19 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 0.75 0.71 0.84 0.71 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/In 1870 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 72 934 63 244 674 87 55 152 64 16 47 5 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 542 2123 143 475 2092 270 219 322 195 163 322 195 Arrive On Green 0.04 0.63 0.63 0.08 0.66 0.66 0.17 0.17 0.17 0.17 0.17 0.17 Sat Flow,veh/h 1781 3371 227 1781 3154 407 1020 1870 1133 982 1870 1133 Grp Volume(v),veh/h 72 492 505 244 379 382 55 152 64 16 47 5 Grp Sat Flow(s),veh/h/In 1781 1777 1821 1781 1777 1783 1020 1870 1133 982 1870 1133 Q Serve(g_s),s 1.5 15.6 15.6 4.9 10.1 10.1 5.3 8.1 5.5 1.6 2.3 0.4 Cycle Q Clear(g_c),s 1.5 15.6 15.6 4.9 10.1 10.1 7.7 8.1 5.5 9.7 2.3 0.4 Prop In Lane 1.00 0.12 1.00 0.23 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 542 1119 1147 475 1179 1183 219 322 195 163 322 195 V/C Ratio(X) 0.13 0.44 0.44 0.51 0.32 0.32 0.25 0.47 0.33 0.10 0.15 0.03 Avail Cap(c_a),veh/h 581 1119 1147 568 1179 1183 317 502 304 257 502 304 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 1.00 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 6.4 10.4 10.4 7.4 7.9 7.9 41.9 41.0 39.9 45.4 38.6 37.8 Incr Delay(d2),s/veh 0.1 1.3 1.2 0.9 0.7 0.7 0.6 1.1 1.0 0.3 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.5 6.0 6.1 1.6 3.7 3.7 1.4 3.8 1.6 0.4 1.1 0.1 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 6.5 11.7 11.7 8.2 8.6 8.6 42.5 42.1 40.9 45.6 38.8 37.9 LnGrp LOS A B B A A A D D D D D D Approach Vol,veh/h 1069 1005 271 68 Approach Delay,s/veh 11.3 8.5 41.9 40.4 Approach LOS B A D D Timer-Assigned Phs 2 3 4 6 7 8 Phs Duration(G+Y+Rc),s 23.5 12.3 74.3 23.5 8.6 78.0 Change Period(Y+Rc),s 5.5 5.0 6.0 5.5 5.0 6.0 Max Green Setting(Gmax),s 28.5 13.0 52.0 28.5 6.0 59.0 Max Q Clear Time(g_c+11),s 11.7 6.9 17.6 10.1 3.5 12.1 Green Ext Time(p-c),s 0.2 0.4 3.7 0.9 0.0 2.7 Intersection Summary HCM 7th Control Delay,s/veh 14.4 HCM 7th LOS B Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report recent am.syn Timing Report, Sorted By Phase Recent AM 84: Centre/Center & Prospect ♦ - --,, T 1 �- Phase Number 2 3 4 6 7 8 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None None C-Max Maximum Split(s) 34 18 58 34 11 65 Maximum Split(%) 30.9% 16.4% 52.7% 30.9% 10.0% 59.1% Minimum Split(s) 23.5 11 26 24.5 11 25 Yellow Time(s) 3 5 4 4 5 4 All-Red Time(s) 2.5 0 2 1.5 0 2 Minimum Initial(s) 7 4 10 7 4 10 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 Don't Walk(s) 11 13 11 11 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time(s) 79 3 21 79 3 14 End Time(s) 3 21 79 3 14 79 Yield/Force Off(s) 107.5 16 73 107.5 9 73 Yield/Force Off 170(s) 96.5 16 60 96.5 9 62 Local Start Time(s) 6 40 58 6 40 51 Local Yield(s) 34.5 53 0 34.5 46 0 Local Yield 170(s) 23.5 53 97 23.5 46 99 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 65 Offset:73(66%), Referenced to phase 4:EBTL and 8:WBTL,Start of Yellow S4 .� plitsand Phases: 84:Centre/Center&Prospe ct it � Q52 3 � 04(R) 1 06 � 07 1 4T 08(R) Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report recent am.syn Queues Recent AM 84: Centre/Center & Prospect s -* t �► 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 72 1002 244 769 55 152 263 16 47 22 v/c Ratio 0.15 0.50 0.58 0.36 0.26 0.52 0.74 0.14 0.16 0.06 Control Delay(slveh) 5.6 14.8 10.3 9.9 40.5 47.1 22.5 38.6 37.9 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(slveh) 5.6 14.8 10.3 9.9 40.5 47.1 22.5 38.6 37.9 0.3 Queue Length 50th(ft) 11 197 43 122 34 98 31 10 29 0 Queue Length 95th(ft) 30 320 90 194 63 142 105 27 54 0 Internal Link Dist(ft) 512 584 555 529 Turn Bay Length(ft) 225 225 135 135 180 150 Base Capacity(vph) 497 1986 454 2153 354 482 450 192 482 503 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.14 0.50 0.54 0.36 0.16 0.32 0.58 0.08 0.10 0.04 Intersection Summary Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report recent am.syn HCM 7th Signalized Intersection Summary Recent PM 84: Centre/Center & Prospect s -0. -'t T �► 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 0 ►� t r t r Traffic Volume(veh/h) 31 984 59 263 1120 34 64 67 322 52 121 66 Future Volume(veh/h) 31 984 59 263 1120 34 64 67 322 52 121 66 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.88 0.80 0.85 0.80 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/In 1870 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 32 1025 58 274 1167 34 67 70 41 54 126 11 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 370 2225 126 460 2465 72 167 296 202 197 296 202 Arrive On Green 0.03 0.65 0.65 0.08 0.70 0.70 0.16 0.16 0.16 0.16 0.16 0.16 Sat Flow,veh/h 1781 3412 193 1781 3525 103 1096 1870 1275 1093 1870 1275 Grp Volume(v),veh/h 32 534 549 274 588 613 67 70 41 54 126 11 Grp Sat Flow(s),veh/h/In 1781 1777 1828 1781 1777 1851 1096 1870 1275 1093 1870 1275 Q Serve(g_s),s 0.7 17.9 17.9 5.5 17.9 17.9 7.1 3.9 3.4 5.5 7.3 0.9 Cycle Q Clear(g_c),s 0.7 17.9 17.9 5.5 17.9 17.9 14.3 3.9 3.4 9.4 7.3 0.9 Prop In Lane 1.00 0.11 1.00 0.06 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 370 1158 1192 460 1242 1294 167 296 202 197 296 202 V/C Ratio(X) 0.09 0.46 0.46 0.60 0.47 0.47 0.40 0.24 0.20 0.27 0.43 0.05 Avail Cap(c_a),veh/h 420 1158 1192 678 1242 1294 318 553 377 348 553 377 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 1.00 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 6.8 10.4 10.4 8.1 8.1 8.1 52.1 44.2 43.9 48.3 45.6 42.9 Incr Delay(d2),s/veh 0.1 1.3 1.3 1.2 1.3 1.2 1.6 0.4 0.5 0.7 1.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.3 6.9 7.1 1.9 6.5 6.8 2.0 1.8 1.1 1.5 3.5 0.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 6.9 11.7 11.7 9.3 9.4 9.4 53.6 44.6 44.4 49.0 46.6 43.0 LnGrp LOS A B B A A A D D D D D D Approach Vol,veh/h 1115 1475 178 191 Approach Delay,s/veh 11.6 9.4 48.0 47.1 Approach LOS B A D D Timer-Assigned Phs 2 3 4 6 7 8 Phs Duration(G+Y+Rc),s 23.5 13.3 83.2 23.5 7.6 88.9 Change Period(Y+Rc),s 5.5 5.0 6.0 5.5 5.0 6.0 Max Green Setting(Gmax),s 34.5 23.0 46.0 34.5 6.0 63.0 Max Q Clear Time(g_c+11),s 11.4 7.5 19.9 16.3 2.7 19.9 Green Ext Time(p-c),s 0.6 0.8 4.1 0.6 0.0 4.9 Intersection Summary HCM 7th Control Delay,s/veh 14.9 HCM 7th LOS B Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report recent pm.syn Timing Report, Sorted By Phase Recent PM 84: Centre/Center & Prospect ♦ - T 1 �- Phase Number 2 3 4 6 7 8 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None None C-Max Maximum Split(s) 40 28 52 40 11 69 Maximum Split(%) 33.3% 23.3% 43.3% 33.3% 9.2% 57.5% Minimum Split(s) 23.5 11 26 24 11 25 Yellow Time(s) 3 5 4 4 5 4 All-Red Time(s) 2.5 0 2 1.5 0 2 Minimum Initial(s) 7 4 10 7 4 10 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 Don't Walk(s) 11 13 11 11 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time(s) 16 56 84 16 56 67 End Time(s) 56 84 16 56 67 16 Yield/Force Off(s) 50.5 79 10 50.5 62 10 Yield/Force Off 170(s) 39.5 79 117 39.5 62 119 Local Start Time(s) 6 46 74 6 46 57 Local Yield(s) 40.5 69 0 40.5 52 0 Local Yield 170(s) 29.5 69 107 29.5 52 109 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 10(8%), Referenced to phase 4:EBTL and 8:WBTL,Start of Yellow Splits and Phases: 84:Centre/Center&Prospect it w " 02 � 03 � 04(R) , 1 06 � 07 +T 08(R) , Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report recent pm.syn Queues Recent PM 84: Centre/Center & Prospect s -* t �► 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 32 1086 274 1202 67 70 335 54 126 69 v/c Ratio 0.10 0.57 0.58 0.51 0.48 0.27 0.73 0.37 0.49 0.22 Control Delay(slveh) 6.5 19.3 11.1 9.9 57.0 46.5 15.3 51.5 52.8 2.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(slveh) 6.5 19.3 11.1 9.9 57.0 46.5 15.3 51.5 52.8 2.6 Queue Length 50th(ft) 5 273 49 231 47 48 5 38 89 0 Queue Length 95th(ft) 15 441 127 343 90 87 97 74 142 8 Internal Link Dist(ft) 674 585 555 522 Turn Bay Length(ft) 225 225 135 135 180 150 Base Capacity(vph) 338 1903 527 2371 293 532 599 307 532 530 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.09 0.57 0.52 0.51 0.23 0.13 0.56 0.18 0.24 0.13 Intersection Summary Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report recent pm.syn HCM 7th AWSC Recent AM 1: Center & Lake Intersection Intersection Delay,s/veh 8.6 Intersection LOS A Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ #1 y Traffic Vol,veh/h 127 29 29 122 40 89 Future Vol,veh/h 127 29 29 122 40 89 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 149 34 34 144 47 105 Number of Lanes 1 0 0 1 1 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay,s/veh 8.6 8.8 8.4 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 31% 0% 19% Vol Thru,% 0% 81% 81% Vol Right,% 69% 19% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 129 156 151 LT Vol 40 0 29 Through Vol 0 127 122 RT Vol 89 29 0 Lane Flow Rate 152 184 178 Geometry Grp 1 1 1 Degree of Util(X) 0.185 0.223 0.223 Departure Headway(Hd) 4.392 4.367 4.518 Convergence,Y/N Yes Yes Yes Cap 818 822 796 Service Time 2.417 2.39 2.541 HCM Lane V/C Ratio 0.186 0.224 0.224 HCM Control Delay,s/veh 8.4 8.6 8.8 HCM Lane LOS A A A HCM 95th-tile Q 0.7 0.9 0.9 Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report recent am.syn HCM 7th AWSC Recent PM 1: Center & Lake Intersection Intersection Delay,s/veh 9.8 Intersection LOS A Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ #1 y Traffic Vol,veh/h 166 46 90 204 56 54 Future Vol,veh/h 166 46 90 204 56 54 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 178 49 97 219 60 58 Number of Lanes 1 0 0 1 1 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay,s/veh 9.2 10.6 9 HCM LOS A B A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 51% 0% 31% Vol Thru,% 0% 78% 69% Vol Right,% 49% 22% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 110 212 294 LT Vol 56 0 90 Through Vol 0 166 204 RT Vol 54 46 0 Lane Flow Rate 118 228 316 Geometry Grp 1 1 1 Degree of Util(X) 0.163 0.282 0.399 Departure Headway(Hd) 4.948 4.451 4.54 Convergence,Y/N Yes Yes Yes Cap 723 807 793 Service Time 2.993 2.484 2.572 HCM Lane V/C Ratio 0.163 0.283 0.398 HCM Control Delay,s/veh 9 9.2 10.6 HCM Lane LOS A A B HCM 95th-tile Q 0.6 1.2 1.9 Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report recent pm.syn 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 Any Approach Leg Movement Signalized D' E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 E5 ' 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 HCM 7th Signalized Intersection Summary Short Bkgrd AM 84: Centre/Center & Prospect s -0. -'t T �► 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 0 t r t r Traffic Volume(veh/h) 64 854 62 223 616 87 50 138 241 13 42 18 Future Volume(veh/h) 64 854 62 223 616 87 50 138 241 13 42 18 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 0.75 0.71 0.85 0.71 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/In 1870 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 74 982 66 256 708 92 57 159 82 15 48 4 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 523 2115 142 459 2090 271 219 322 195 158 322 195 Arrive On Green 0.04 0.63 0.63 0.08 0.66 0.66 0.17 0.17 0.17 0.17 0.17 0.17 Sat Flow,veh/h 1781 3372 227 1781 3151 409 1020 1870 1133 969 1870 1133 Grp Volume(v),veh/h 74 517 531 256 399 401 57 159 82 15 48 4 Grp Sat Flow(s),veh/h/In 1781 1777 1822 1781 1777 1783 1020 1870 1133 969 1870 1133 Q Serve(g_s),s 1.6 16.8 16.8 5.1 10.7 10.7 5.5 8.5 7.1 1.6 2.4 0.3 Cycle Q Clear(g_c),s 1.6 16.8 16.8 5.1 10.7 10.7 7.9 8.5 7.1 10.0 2.4 0.3 Prop In Lane 1.00 0.12 1.00 0.23 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 523 1115 1143 459 1178 1182 219 322 195 158 322 195 V/C Ratio(X) 0.14 0.46 0.46 0.56 0.34 0.34 0.26 0.49 0.42 0.09 0.15 0.02 Avail Cap(c_a),veh/h 563 1115 1143 547 1178 1182 317 502 304 251 502 304 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 1.00 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 6.5 10.8 10.8 8.0 8.0 8.0 42.0 41.2 40.6 45.7 38.7 37.8 Incr Delay(d2),s/veh 0.1 1.4 1.4 1.1 0.8 0.8 0.6 1.2 1.4 0.3 0.2 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/In 0.6 6.5 6.6 1.7 4.0 4.0 1.4 4.0 2.0 0.4 1.1 0.1 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 6.6 12.2 12.1 9.1 8.8 8.8 42.7 42.3 42.0 46.0 38.9 37.8 LnGrp LOS A B B A A A D D D D D D Approach Vol,veh/h 1122 1056 298 67 Approach Delay,s/veh 11.8 8.9 42.3 40.4 Approach LOS B A D D Timer-Assigned Phs 2 3 4 6 7 8 Phs Duration(G+Y+Rc),s 23.5 12.5 74.0 23.5 8.6 78.0 Change Period(Y+Rc),s 5.5 5.0 6.0 5.5 5.0 6.0 Max Green Setting(Gmax),s 28.5 13.0 52.0 28.5 6.0 59.0 Max Q Clear Time(g_c+11),s 12.0 7.1 18.8 10.5 3.6 12.7 Green Ext Time(p-c),s 0.1 0.4 4.0 1.1 0.0 2.9 Intersection Summary HCM 7th Control Delay,s/veh 14.9 HCM 7th LOS B Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report sb am.syn Timing Report, Sorted By Phase Short Bkgrd AM 84: Centre/Center & Prospect ♦ - T Phase Number 2 3 4 6 7 8 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None None C-Max Maximum Split(s) 34 18 58 34 11 65 Maximum Split(%) 30.9% 16.4% 52.7% 30.9% 10.0% 59.1% Minimum Split(s) 23.5 11 26 24.5 11 25 Yellow Time(s) 3 5 4 4 5 4 All-Red Time(s) 2.5 0 2 1.5 0 2 Minimum Initial(s) 7 4 10 7 4 10 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 Don't Walk(s) 11 13 11 11 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time(s) 79 3 21 79 3 14 End Time(s) 3 21 79 3 14 79 Yield/Force Off(s) 107.5 16 73 107.5 9 73 Yield/Force Off 170(s) 96.5 16 60 96.5 9 62 Local Start Time(s) 6 40 58 6 40 51 Local Yield(s) 34.5 53 0 34.5 46 0 Local Yield 170(s) 23.5 53 97 23.5 46 99 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 65 Offset:73(66%), Referenced to phase 4:EBTL and 8:WBTL,Start of Yellow S4 .� plitsand Phases: 84:Centre/Center&Prospe ct it � Q52 3 � 04(R) 1 06 � 07 1 4T 08(R) Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report sb am.syn Queues Short Bkgrd AM 84: Centre/Center & Prospect s -* t �► 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 74 1053 256 808 57 159 277 15 48 21 v/c Ratio 0.16 0.54 0.63 0.38 0.25 0.52 0.78 0.12 0.16 0.06 Control Delay(slveh) 6.2 16.4 13.3 10.5 39.3 45.9 26.9 36.8 36.7 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(slveh) 6.2 16.4 13.3 10.5 39.3 45.9 26.9 36.8 36.7 0.3 Queue Length 50th(ft) 12 224 45 130 35 103 45 9 29 0 Queue Length 95th(ft) 33 342 106 206 63 145 124 24 54 0 Internal Link Dist(ft) 512 584 555 529 Turn Bay Length(ft) 225 225 135 135 180 150 Base Capacity(vph) 469 1934 429 2135 354 482 444 190 482 503 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.16 0.54 0.60 0.38 0.16 0.33 0.62 0.08 0.10 0.04 Intersection Summary Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report sb am.syn HCM 7th Signalized Intersection Summary Short Bkgrd PM 84: Centre/Center & Prospect s -0. -'t T �► 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 0 t r t r Traffic Volume(veh/h) 28 1034 68 276 1177 36 67 66 338 50 122 64 Future Volume(veh/h) 28 1034 68 276 1177 36 67 66 338 50 122 64 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.88 0.80 0.86 0.80 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/In 1870 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 29 1077 68 288 1226 37 70 69 66 52 127 9 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 349 2197 139 442 2466 74 166 296 202 195 296 202 Arrive On Green 0.03 0.65 0.65 0.08 0.70 0.70 0.16 0.16 0.16 0.16 0.16 0.16 Sat Flow,veh/h 1781 3387 214 1781 3521 106 1098 1870 1275 1076 1870 1275 Grp Volume(v),veh/h 29 565 580 288 618 645 70 69 66 52 127 9 Grp Sat Flow(s),veh/h/In 1781 1777 1824 1781 1777 1850 1098 1870 1275 1076 1870 1275 Q Serve(g_s),s 0.6 19.6 19.7 5.9 19.2 19.2 7.4 3.9 5.5 5.3 7.4 0.7 Cycle Q Clear(g_c),s 0.6 19.6 19.7 5.9 19.2 19.2 14.7 3.9 5.5 9.2 7.4 0.7 Prop In Lane 1.00 0.12 1.00 0.06 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 349 1153 1183 442 1244 1296 166 296 202 195 296 202 V/C Ratio(X) 0.08 0.49 0.49 0.65 0.50 0.50 0.42 0.23 0.33 0.27 0.43 0.04 Avail Cap(c_a),veh/h 401 1153 1183 654 1244 1296 317 553 377 344 553 377 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 1.00 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 7.1 10.9 10.9 9.3 8.3 8.3 52.3 44.1 44.8 48.2 45.6 42.8 Incr Delay(d2),s/veh 0.1 1.5 1.5 1.6 1.4 1.4 1.7 0.4 0.9 0.7 1.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.2 7.6 7.8 2.2 7.0 7.3 2.1 1.8 1.8 1.5 3.5 0.2 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 7.2 12.4 12.3 11.0 9.7 9.6 54.0 44.5 45.8 48.9 46.6 42.9 LnGrp LOS A B B B A A D D D D D D Approach Vol,veh/h 1174 1551 205 188 Approach Delay,s/veh 12.2 9.9 48.2 47.1 Approach LOS B A D D Timer-Assigned Phs 2 3 4 6 7 8 Phs Duration(G+Y+Rc),s 23.5 13.7 82.8 23.5 7.5 89.0 Change Period(Y+Rc),s 5.5 5.0 6.0 5.5 5.0 6.0 Max Green Setting(Gmax),s 34.5 23.0 46.0 34.5 6.0 63.0 Max Q Clear Time(g_c+11),s 11.2 7.9 21.7 16.7 2.6 21.2 Green Ext Time(p-c),s 0.6 0.8 4.4 0.7 0.0 5.3 Intersection Summary HCM 7th Control Delay,s/veh 15.5 HCM 7th LOS B Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report sb pm.syn Timing Report, Sorted By Phase Short Bkgrd PM 84: Centre/Center & Prospect ♦ - --,, T 1 �- Phase Number 2 3 4 6 7 8 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None None C-Max Maximum Split(s) 40 28 52 40 11 69 Maximum Split(%) 33.3% 23.3% 43.3% 33.3% 9.2% 57.5% Minimum Split(s) 23.5 11 26 24 11 25 Yellow Time(s) 3 5 4 4 5 4 All-Red Time(s) 2.5 0 2 1.5 0 2 Minimum Initial(s) 7 4 10 7 4 10 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 Don't Walk(s) 11 13 11 11 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time(s) 16 56 84 16 56 67 End Time(s) 56 84 16 56 67 16 Yield/Force Off(s) 50.5 79 10 50.5 62 10 Yield/Force Off 170(s) 39.5 79 117 39.5 62 119 Local Start Time(s) 6 46 74 6 46 57 Local Yield(s) 40.5 69 0 40.5 52 0 Local Yield 170(s) 29.5 69 107 29.5 52 109 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 10(8%), Referenced to phase 4:EBTL and 8:WBTL,Start of Yellow Splits and Phases: 84:Centre/Center&Prospect it w " 02 � 03 � 04(R) , 1 06 � 07 +T 08(R) , Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report sb pm.syn Queues Short Bkgrd PM 84: Centre/Center & Prospect s -* t �► 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 29 1148 288 1264 70 69 352 52 127 67 v/c Ratio 0.09 0.63 0.62 0.54 0.48 0.26 0.77 0.34 0.48 0.21 Control Delay(slveh) 7.4 22.6 15.8 10.8 55.8 45.3 18.4 49.4 51.4 2.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(slveh) 7.4 22.6 15.8 10.8 55.8 45.3 18.4 49.4 51.4 2.1 Queue Length 50th(ft) 4 311 61 250 50 47 19 36 90 0 Queue Length 95th(ft) 15 522 171 398 90 84 118 70 139 5 Internal Link Dist(ft) 674 585 555 522 Turn Bay Length(ft) 225 225 135 135 180 150 Base Capacity(vph) 315 1823 506 2353 294 532 596 308 532 530 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.09 0.63 0.57 0.54 0.24 0.13 0.59 0.17 0.24 0.13 Intersection Summary Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report sb pm.syn HCM 7th AWSC Short Bkgrd AM 1: Center & Lake Intersection Intersection Delay,s/veh 8.7 Intersection LOS A Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ #1 y Traffic Vol,veh/h 131 30 25 126 42 91 Future Vol,veh/h 131 30 25 126 42 91 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 154 35 29 148 49 107 Number of Lanes 1 0 0 1 1 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay,s/veh 8.7 8.9 8.5 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 32% 0% 17% Vol Thru,% 0% 81% 83% Vol Right,% 68% 19% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 133 161 151 LT Vol 42 0 25 Through Vol 0 131 126 RT Vol 91 30 0 Lane Flow Rate 156 189 178 Geometry Grp 1 1 1 Degree of Util(X) 0.192 0.23 0.224 Departure Headway(Hd) 4.411 4.38 4.531 Convergence,Y/N Yes Yes Yes Cap 814 820 792 Service Time 2.436 2.405 2.556 HCM Lane V/C Ratio 0.192 0.23 0.225 HCM Control Delay,s/veh 8.5 8.7 8.9 HCM Lane LOS A A A HCM 95th-tile Q 0.7 0.9 0.9 Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report sb am.syn HCM 7th AWSC Short Bkgrd PM 1: Center & Lake Intersection Intersection Delay,s/veh 9.8 Intersection LOS A Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ #1 y Traffic Vol,veh/h 170 48 80 211 59 48 Future Vol,veh/h 170 48 80 211 59 48 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 183 52 86 227 63 52 Number of Lanes 1 0 0 1 1 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay,s/veh 9.3 10.5 9 HCM LOS A B A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 55% 0% 27% Vol Thru,% 0% 78% 73% Vol Right,% 45% 22% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 107 218 291 LT Vol 59 0 80 Through Vol 0 170 211 RT Vol 48 48 0 Lane Flow Rate 115 234 313 Geometry Grp 1 1 1 Degree of Util(X) 0.159 0.289 0.394 Departure Headway(Hd) 4.983 4.438 4.533 Convergence,Y/N Yes Yes Yes Cap 718 809 795 Service Time 3.03 2.469 2.563 HCM Lane V/C Ratio 0.16 0.289 0.394 HCM Control Delay,s/veh 9 9.3 10.5 HCM Lane LOS A A B HCM 95th-tile Q 0.6 1.2 1.9 Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report sb pm.syn APPENDIX E HCM 7th Signalized Intersection Summary Long Bkgrd AM 84: Centre/Center & Prospect s -0. -'t T �► 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 0 t r t r Traffic Volume(veh/h) 76 1002 73 261 722 102 59 162 282 15 50 21 Future Volume(veh/h) 76 1002 73 261 722 102 59 162 282 15 50 21 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 0.76 0.72 0.88 0.72 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/In 1870 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 84 1113 77 290 802 104 66 180 145 17 56 6 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 477 2084 144 420 2086 270 216 323 196 144 323 196 Arrive On Green 0.04 0.62 0.62 0.09 0.66 0.66 0.17 0.17 0.17 0.17 0.17 0.17 Sat Flow,veh/h 1781 3365 233 1781 3151 409 1020 1870 1134 923 1870 1134 Grp Volume(v),veh/h 84 587 603 290 452 454 66 180 145 17 56 6 Grp Sat Flow(s),veh/h/In 1781 1777 1820 1781 1777 1783 1020 1870 1134 923 1870 1134 Q Serve(g_s),s 1.8 20.7 20.7 5.9 12.7 12.7 6.5 9.7 13.3 1.9 2.8 0.5 Cycle Q Clear(g_c),s 1.8 20.7 20.7 5.9 12.7 12.7 9.3 9.7 13.3 11.6 2.8 0.5 Prop In Lane 1.00 0.13 1.00 0.23 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 477 1101 1128 420 1176 1180 216 323 196 144 323 196 V/C Ratio(X) 0.18 0.53 0.53 0.69 0.38 0.38 0.31 0.56 0.74 0.12 0.17 0.03 Avail Cap(c_a),veh/h 515 1101 1128 495 1176 1180 313 502 304 232 502 304 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 1.00 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 6.9 11.9 11.9 11.2 8.4 8.4 42.8 41.7 43.2 47.0 38.8 37.8 Incr Delay(d2),s/veh 0.2 1.9 1.8 3.3 1.0 0.9 0.8 1.5 5.4 0.4 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/In 0.7 8.0 8.2 2.8 4.7 4.7 1.7 4.6 4.0 0.5 1.3 0.1 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 7.1 13.7 13.7 14.4 9.4 9.4 43.6 43.2 48.6 47.3 39.1 37.9 LnGrp LOS A B B B A A D D D D D D Approach Vol,veh/h 1274 1196 391 79 Approach Delay,s/veh 13.3 10.6 45.2 40.8 Approach LOS B B D D Timer-Assigned Phs 2 3 4 6 7 8 Phs Duration(G+Y+Rc),s 23.5 13.4 73.1 23.5 8.7 77.8 Change Period(Y+Rc),s 5.5 5.0 6.0 5.5 5.0 6.0 Max Green Setting(Gmax),s 28.5 13.0 52.0 28.5 6.0 59.0 Max Q Clear Time(g_c+11),s 13.6 7.9 22.7 15.3 3.8 14.7 Green Ext Time(p-c),s 0.2 0.4 4.7 1.3 0.0 3.4 Intersection Summary HCM 7th Control Delay,s/veh 17.2 HCM 7th LOS B Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report lb am.syn Timing Report, Sorted By Phase Long Bkgrd AM 84: Centre/Center & Prospect ♦ - T 1 �- Phase Number 2 3 4 6 7 8 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None None C-Max Maximum Split(s) 34 18 58 34 11 65 Maximum Split(%) 30.9% 16.4% 52.7% 30.9% 10.0% 59.1% Minimum Split(s) 23.5 11 26 24.5 11 25 Yellow Time(s) 3 5 4 4 5 4 All-Red Time(s) 2.5 0 2 1.5 0 2 Minimum Initial(s) 7 4 10 7 4 10 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 Don't Walk(s) 11 13 11 11 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time(s) 79 3 21 79 3 14 End Time(s) 3 21 79 3 14 79 Yield/Force Off(s) 107.5 16 73 107.5 9 73 Yield/Force Off 170(s) 96.5 16 60 96.5 9 62 Local Start Time(s) 6 40 58 6 40 51 Local Yield(s) 34.5 53 0 34.5 46 0 Local Yield 170(s) 23.5 53 97 23.5 46 99 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset:73(66%), Referenced to phase 4:EBTL and 8:WBTL,Start of Yellow S4 .� plitsand Phases: 84:Centre/Center&Prospe ct it � Q52 3 � 04(R) 1 06 � 07 1 4T 08(R) Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report lb am.syn Queues Long Bkgrd AM 84: Centre/Center & Prospect f -* '1 t /' �► 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 84 1194 290 915 66 180 313 17 56 23 v/c Ratio 0.21 0.68 0.76 0.44 0.26 0.52 0.86 0.13 0.16 0.06 Control Delay(slveh) 7.7 22.5 29.1 12.6 37.4 43.5 39.5 34.9 34.7 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(slveh) 7.7 22.5 29.1 12.6 37.4 43.5 39.5 34.9 34.7 0.3 Queue Length 50th(ft) 15 341 86 170 40 114 90 10 33 0 Queue Length 95th(ft) 37 435 #255 255 74 168 #197 28 62 0 Internal Link Dist(ft) 512 584 555 529 Turn Bay Length(ft) 225 225 135 135 180 150 Base Capacity(vph) 407 1750 383 2058 351 482 430 185 482 503 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.21 0.68 0.76 0.44 0.19 0.37 0.73 0.09 0.12 0.05 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report lb am.syn HCM 7th Signalized Intersection Summary Long Bkgrd PM 84: Centre/Center & Prospect s -0. -'t T �► 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 0 t r t r Traffic Volume(veh/h) 33 1213 80 324 1380 42 79 79 397 59 144 76 Future Volume(veh/h) 33 1213 80 324 1380 42 79 79 397 59 144 76 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.91 0.83 0.89 0.83 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/In 1870 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 34 1264 80 338 1438 43 82 82 145 61 150 10 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 278 2079 131 388 2394 71 177 331 231 204 331 231 Arrive On Green 0.03 0.61 0.61 0.10 0.68 0.68 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow,veh/h 1781 3387 214 1781 3522 105 1112 1870 1308 1031 1870 1308 Grp Volume(v),veh/h 34 662 682 338 724 757 82 82 145 61 150 10 Grp Sat Flow(s),veh/h/In 1781 1777 1824 1781 1777 1850 1112 1870 1308 1031 1870 1308 Q Serve(g_s),s 0.8 27.5 27.7 7.7 26.5 26.6 8.6 4.5 12.3 6.5 8.6 0.8 Cycle Q Clear(g_c),s 0.8 27.5 27.7 7.7 26.5 26.6 17.2 4.5 12.3 11.0 8.6 0.8 Prop In Lane 1.00 0.12 1.00 0.06 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 278 1091 1120 388 1208 1258 177 331 231 204 331 231 V/C Ratio(X) 0.12 0.61 0.61 0.87 0.60 0.60 0.46 0.25 0.63 0.30 0.45 0.04 Avail Cap(c_a),veh/h 327 1091 1120 572 1208 1258 309 553 387 326 553 387 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 1.00 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 9.3 14.3 14.3 18.8 10.4 10.4 51.9 42.5 45.7 47.3 44.2 41.0 Incr Delay(d2),s/veh 0.2 2.5 2.5 9.6 2.2 2.1 1.9 0.4 2.8 0.8 1.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.3 11.1 11.4 7.1 10.0 10.4 2.5 2.1 4.1 1.7 4.1 0.2 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 9.5 16.8 16.8 28.4 12.6 12.6 53.8 42.9 48.5 48.1 45.2 41.0 LnGrp LOS A B B C B B D D D D D D Approach Vol,veh/h 1378 1819 309 221 Approach Delay,s/veh 16.6 15.5 48.4 45.8 Approach LOS B B D D Timer-Assigned Phs 2 3 4 6 7 8 Phs Duration(G+Y+Rc),s 25.7 15.6 78.7 25.7 7.7 86.6 Change Period(Y+Rc),s 5.5 5.0 6.0 5.5 5.0 6.0 Max Green Setting(Gmax),s 34.5 23.0 46.0 34.5 6.0 63.0 Max Q Clear Time(g_c+11),s 13.0 9.7 29.7 19.2 2.8 28.6 Green Ext Time(p-c),s 0.8 0.9 4.9 1.1 0.0 6.8 Intersection Summary HCM 7th Control Delay,s/veh 20.4 HCM 7th LOS C Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report lb pm.syn Timing Report, Sorted By Phase Long Bkgrd PM 84: Centre/Center & Prospect ♦ - T 1 �- Phase Number 2 3 4 6 7 8 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None None C-Max Maximum Split(s) 40 28 52 40 11 69 Maximum Split(%) 33.3% 23.3% 43.3% 33.3% 9.2% 57.5% Minimum Split(s) 23.5 11 26 24 11 25 Yellow Time(s) 3 5 4 4 5 4 All-Red Time(s) 2.5 0 2 1.5 0 2 Minimum Initial(s) 7 4 10 7 4 10 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 Don't Walk(s) 11 13 11 11 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time(s) 16 56 84 16 56 67 End Time(s) 56 84 16 56 67 16 Yield/Force Off(s) 50.5 79 10 50.5 62 10 Yield/Force Off 170(s) 39.5 79 117 39.5 62 119 Local Start Time(s) 6 46 74 6 46 57 Local Yield(s) 40.5 69 0 40.5 52 0 Local Yield 170(s) 29.5 69 107 29.5 52 109 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 10(8%), Referenced to phase 4:EBTL and 8:WBTL,Start of Yellow Splits and Phases: 84:Centre/Center&Prospect it w " 02 � 03 � 04(R) , 1 06 � 07 +T 08(R) , Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report lb pm.syn Queues Long Bkgrd PM 84: Centre/Center & Prospect s -* t �► 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 34 1347 338 1482 82 82 414 61 150 79 v/c Ratio 0.14 0.81 0.81 0.66 0.49 0.26 0.86 0.34 0.47 0.22 Control Delay(slveh) 10.0 32.2 43.5 15.6 51.6 41.4 29.7 44.8 47.1 3.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(slveh) 10.0 32.2 43.5 15.6 51.6 41.4 29.7 44.8 47.1 3.1 Queue Length 50th(ft) 5 444 173 329 59 57 78 43 108 0 Queue Length 95th(ft) 22 #738 #362 601 96 88 190 73 147 14 Internal Link Dist(ft) 674 585 555 522 Turn Bay Length(ft) 225 225 135 135 180 150 Base Capacity(vph) 242 1656 435 2262 280 532 590 302 532 530 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.14 0.81 0.78 0.66 0.29 0.15 0.70 0.20 0.28 0.15 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report lb pm.syn HCM 7th AWSC Long Bkgrd AM 1: Center & Lake Intersection Intersection Delay,s/veh 9.2 Intersection LOS A Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ #1 y Traffic Vol,veh/h 155 36 31 148 49 107 Future Vol,veh/h 155 36 31 148 49 107 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 182 42 36 174 58 126 Number of Lanes 1 0 0 1 1 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay,s/veh 9.3 9.4 9 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 31% 0% 17% Vol Thru,% 0% 81% 83% Vol Right,% 69% 19% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 156 191 179 LT Vol 49 0 31 Through Vol 0 155 148 RT Vol 107 36 0 Lane Flow Rate 184 225 211 Geometry Grp 1 1 1 Degree of Util(X) 0.233 0.281 0.272 Departure Headway(Hd) 4.572 4.497 4.652 Convergence,Y/N Yes Yes Yes Cap 784 798 771 Service Time 2.61 2.533 2.691 HCM Lane V/C Ratio 0.235 0.282 0.274 HCM Control Delay,s/veh 9 9.3 9.4 HCM Lane LOS A A A HCM 95th-tile Q 0.9 1.2 1.1 Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report lb am.syn HCM 7th AWSC Long Bkgrd PM 1: Center & Lake Intersection Intersection Delay,s/veh 10.9 Intersection LOS B Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ #1 y Traffic Vol,veh/h 201 57 96 246 69 58 Future Vol,veh/h 201 57 96 246 69 58 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 216 61 103 265 74 62 Number of Lanes 1 0 0 1 1 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay,s/veh 10.1 11.9 9.6 HCM LOS B B A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 54% 0% 28% Vol Thru,% 0% 78% 72% Vol Right,% 46% 22% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 127 258 342 LT Vol 69 0 96 Through Vol 0 201 246 RT Vol 58 57 0 Lane Flow Rate 137 277 368 Geometry Grp 1 1 1 Degree of Util(X) 0.197 0.353 0.476 Departure Headway(Hd) 5.202 4.575 4.656 Convergence,Y/N Yes Yes Yes Cap 686 782 772 Service Time 3.271 2.625 2.703 HCM Lane V/C Ratio 0.2 0.354 0.477 HCM Control Delay,s/veh 9.6 10.1 11.9 HCM Lane LOS A B B HCM 95th-tile Q 0.7 1.6 2.6 Scenario 1 City of Fort Collins Signal Timing 12/31/2024 Synchro 12 Light Report lb pm.syn APPENDIX F HCM 7th Signalized Intersection Summary Short Total AM 84: Centre/Center & Prospect s -0. -'t T �► 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 0 t r t r Traffic Volume(veh/h) 68 854 62 225 619 87 50 141 241 21 44 20 Future Volume(veh/h) 68 854 62 225 619 87 50 141 241 21 44 20 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 0.76 0.71 0.85 0.71 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/In 1870 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 78 982 66 259 711 92 57 162 82 24 51 6 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 522 2113 142 459 2089 270 218 323 195 156 323 195 Arrive On Green 0.04 0.63 0.63 0.08 0.66 0.66 0.17 0.17 0.17 0.17 0.17 0.17 Sat Flow,veh/h 1781 3372 227 1781 3153 408 1020 1870 1133 968 1870 1133 Grp Volume(v),veh/h 78 517 531 259 400 403 57 162 82 24 51 6 Grp Sat Flow(s),veh/h/In 1781 1777 1822 1781 1777 1783 1020 1870 1133 968 1870 1133 Q Serve(g_s),s 1.7 16.9 16.9 5.2 10.8 10.8 5.5 8.6 7.1 2.5 2.6 0.5 Cycle Q Clear(g_c),s 1.7 16.9 16.9 5.2 10.8 10.8 8.1 8.6 7.1 11.2 2.6 0.5 Prop In Lane 1.00 0.12 1.00 0.23 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 522 1113 1142 459 1177 1182 218 323 195 156 323 195 V/C Ratio(X) 0.15 0.46 0.46 0.56 0.34 0.34 0.26 0.50 0.42 0.15 0.16 0.03 Avail Cap(c_a),veh/h 561 1113 1142 547 1177 1182 315 502 304 249 502 304 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 1.00 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 6.6 10.8 10.8 8.1 8.1 8.1 42.2 41.2 40.6 46.3 38.7 37.9 Incr Delay(d2),s/veh 0.1 1.4 1.4 1.1 0.8 0.8 0.6 1.2 1.4 0.4 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.6 6.5 6.6 1.8 4.0 4.0 1.4 4.0 2.0 0.6 1.2 0.1 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 6.7 12.2 12.2 9.1 8.9 8.9 42.8 42.4 42.0 46.7 38.9 37.9 LnGrp LOS A B B A A A D D D D D D Approach Vol,veh/h 1126 1062 301 81 Approach Delay,s/veh 11.8 8.9 42.4 41.2 Approach LOS B A D D Timer-Assigned Phs 2 3 4 6 7 8 Phs Duration(G+Y+Rc),s 23.5 12.6 73.9 23.5 8.6 77.9 Change Period(Y+Rc),s 5.5 5.0 6.0 5.5 5.0 6.0 Max Green Setting(Gmax),s 28.5 13.0 52.0 28.5 6.0 59.0 Max Q Clear Time(g_c+11),s 13.2 7.2 18.9 10.6 3.7 12.8 Green Ext Time(p-c),s 0.2 0.4 4.0 1.1 0.0 2.9 Intersection Summary HCM 7th Control Delay,s/veh 15.1 HCM 7th LOS B Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st am.syn Timing Report, Sorted By Phase Short Total AM 84: Centre/Center & Prospect ♦ - T 1 �- Phase Number 2 3 4 6 7 8 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None None C-Max Maximum Split(s) 34 18 58 34 11 65 Maximum Split(%) 30.9% 16.4% 52.7% 30.9% 10.0% 59.1% Minimum Split(s) 23.5 11 26 24.5 11 25 Yellow Time(s) 3 5 4 4 5 4 All-Red Time(s) 2.5 0 2 1.5 0 2 Minimum Initial(s) 7 4 10 7 4 10 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 Don't Walk(s) 11 13 11 11 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time(s) 79 3 21 79 3 14 End Time(s) 3 21 79 3 14 79 Yield/Force Off(s) 107.5 16 73 107.5 9 73 Yield/Force Off 170(s) 96.5 16 60 96.5 9 62 Local Start Time(s) 6 40 58 6 40 51 Local Yield(s) 34.5 53 0 34.5 46 0 Local Yield 170(s) 23.5 53 97 23.5 46 99 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 65 Offset:73(66%), Referenced to phase 4:EBTL and 8:WBTL,Start of Yellow S4 .� plitsand Phases: 84:Centre/Center&Prospe ct it � Q52 3 � 04(R) 1 06 � 07 1 4T 08(R) Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st am.syn Queues Short Total AM 84: Centre/Center & Prospect Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 78 1053 259 811 57 162 277 24 51 23 v/c Ratio 0.17 0.55 0.64 0.38 0.25 0.53 0.77 0.20 0.17 0.06 Control Delay(slveh) 6.3 16.5 13.6 10.5 39.3 46.1 26.8 39.5 36.9 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(slveh) 6.3 16.5 13.6 10.5 39.3 46.1 26.8 39.5 36.9 0.4 Queue Length 50th(ft) 12 226 46 131 35 105 45 15 31 0 Queue Length 95th(ft) 34 342 109 207 63 147 124 35 56 0 Internal Link Dist(ft) 512 221 555 529 Turn Bay Length(ft) 225 225 135 135 180 150 Base Capacity(vph) 468 1928 430 2133 353 482 444 188 482 503 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.17 0.55 0.60 0.38 0.16 0.34 0.62 0.13 0.11 0.05 Intersection Summary Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st am.syn HCM 7th Signalized Intersection Summary Short Total PM 84: Centre/Center & Prospect s -0. -'t T �► 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 0 t r t r Traffic Volume(veh/h) 40 1034 68 281 1185 36 67 77 338 72 130 69 Future Volume(veh/h) 40 1034 68 281 1185 36 67 77 338 72 130 69 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.88 0.80 0.86 0.80 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/In 1870 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 42 1077 68 293 1234 37 70 80 66 75 135 7 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 351 2193 138 443 2450 73 162 296 202 189 296 202 Arrive On Green 0.03 0.65 0.65 0.08 0.70 0.70 0.16 0.16 0.16 0.16 0.16 0.16 Sat Flow,veh/h 1781 3387 214 1781 3521 106 1096 1870 1276 1072 1870 1276 Grp Volume(v),veh/h 42 565 580 293 622 649 70 80 66 75 135 7 Grp Sat Flow(s),veh/h/In 1781 1777 1824 1781 1777 1850 1096 1870 1276 1072 1870 1276 Q Serve(g_s),s 0.9 19.7 19.7 6.0 19.7 19.7 7.4 4.5 5.5 7.9 7.9 0.6 Cycle Q Clear(g_c),s 0.9 19.7 19.7 6.0 19.7 19.7 15.3 4.5 5.5 12.5 7.9 0.6 Prop In Lane 1.00 0.12 1.00 0.06 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 351 1150 1181 443 1236 1287 162 296 202 189 296 202 V/C Ratio(X) 0.12 0.49 0.49 0.66 0.50 0.50 0.43 0.27 0.33 0.40 0.46 0.03 Avail Cap(c_a),veh/h 395 1150 1181 653 1236 1287 313 553 377 337 553 377 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 1.00 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 7.2 10.9 10.9 9.5 8.5 8.6 52.7 44.4 44.8 49.9 45.8 42.7 Incr Delay(d2),s/veh 0.2 1.5 1.5 1.7 1.5 1.4 1.8 0.5 0.9 1.3 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/In 0.3 7.6 7.8 2.3 7.2 7.6 2.1 2.1 1.8 2.2 3.8 0.2 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 7.3 12.4 12.4 11.2 10.0 10.0 54.6 44.9 45.8 51.2 46.9 42.8 LnGrp LOS A B B B B A D D D D D D Approach Vol,veh/h 1187 1564 216 217 Approach Delay,s/veh 12.2 10.2 48.3 48.3 Approach LOS B B D D Timer-Assigned Phs 2 3 4 6 7 8 Phs Duration(G+Y+Rc),s 23.5 13.8 82.7 23.5 8.0 88.5 Change Period(Y+Rc),s 5.5 5.0 6.0 5.5 5.0 6.0 Max Green Setting(Gmax),s 34.5 23.0 46.0 34.5 6.0 63.0 Max Q Clear Time(g_c+11),s 14.5 8.0 21.7 17.3 2.9 21.7 Green Ext Time(p-c),s 0.7 0.8 4.4 0.7 0.0 5.3 Intersection Summary HCM 7th Control Delay,s/veh 16.1 HCM 7th LOS B Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st pm.syn Timing Report, Sorted By Phase Short Total PM 84: Centre/Center & Prospect ♦ - T 1 �- Phase Number 2 3 4 6 7 8 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None None C-Max Maximum Split(s) 40 28 52 40 11 69 Maximum Split(%) 33.3% 23.3% 43.3% 33.3% 9.2% 57.5% Minimum Split(s) 23.5 11 26 24 11 25 Yellow Time(s) 3 5 4 4 5 4 All-Red Time(s) 2.5 0 2 1.5 0 2 Minimum Initial(s) 7 4 10 7 4 10 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 Don't Walk(s) 11 13 11 11 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time(s) 16 56 84 16 56 67 End Time(s) 56 84 16 56 67 16 Yield/Force Off(s) 50.5 79 10 50.5 62 10 Yield/Force Off 170(s) 39.5 79 117 39.5 62 119 Local Start Time(s) 6 46 74 6 46 57 Local Yield(s) 40.5 69 0 40.5 52 0 Local Yield 170(s) 29.5 69 107 29.5 52 109 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 10(8%), Referenced to phase 4:EBTL and 8:WBTL,Start of Yellow Splits and Phases: 84:Centre/Center&Prospect it w " 02 � 03 � 04(R) , 1 06 � 07 +T 08(R) , Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st pm.syn Queues Short Total PM 84: Centre/Center & Prospect s -* t �► 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 42 1148 293 1272 70 80 352 75 135 72 v/c Ratio 0.14 0.64 0.63 0.56 0.49 0.30 0.77 0.50 0.51 0.22 Control Delay(slveh) 7.8 23.1 16.6 11.9 56.8 46.2 18.3 56.3 52.2 3.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(slveh) 7.8 23.1 16.6 11.9 56.8 46.2 18.3 56.3 52.2 3.0 Queue Length 50th(ft) 6 314 67 254 50 55 19 53 96 0 Queue Length 95th(ft) 20 #528 177 407 91 94 118 95 147 9 Internal Link Dist(ft) 674 171 555 522 Turn Bay Length(ft) 225 225 135 135 180 150 Base Capacity(vph) 311 1806 506 2286 283 532 596 302 532 530 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.14 0.64 0.58 0.56 0.25 0.15 0.59 0.25 0.25 0.14 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st pm.syn HCM 7th TWSC Short Total AM 9: Prospect & RT Access Intersection Int Delay,s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations tt +I r Traffic Vol,veh/h 0 1116 926 6 0 5 Future Vol,veh/h 0 1116 926 6 0 5 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop 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 1313 1089 7 0 6 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 548 Stage 1 - - - - Stage 2 - - - - Critical Hdwy - - - 6.94 Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy - - - 3.32 Pot Cap-1 Maneuver 0 - - 0 480 Stage 1 0 - - 0 - Stage 2 0 - - 0 - Platoon blocked,% - - Mov Cap-1 Maneuver - - - 480 Mov Cap-2 Maneuver - - - - Stage 1 - - - - Stage 2 - - - - Approach EB WB SB HCM Ctrl Dly,s/v 0 0 12.59 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity(veh/h) - 480 HCM Lane V/C Ratio - - 0.012 HCM Ctrl Dly(s/v) 12.6 HCM Lane LOS - - B HCM 95th%tile Q(veh) - - 0 Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st am.syn HCM 7th TWSC Short Total PM 9: Prospect & RT Access Intersection Int Delay,s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations tt +I r Traffic Vol,veh/h 0 1444 1489 20 0 13 Future Vol,veh/h 0 1444 1489 20 0 13 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None None Storage Length - - - 0 Veh in Median Storage,# - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 1553 1601 22 0 14 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 811 Stage 1 - - - - Stage 2 - - - - Critical Hdwy - - - 6.94 Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy - - - 3.32 Pot Cap-1 Maneuver 0 - - 0 322 Stage 1 0 - - 0 - Stage 2 0 - - 0 - Platoon blocked,% - - Mov Cap-1 Maneuver - - - 322 Mov Cap-2 Maneuver - - - - Stage 1 - - - - Stage 2 - - - - Approach EB WB SIB HCM Ctrl Dly,s/v 0 0 16.67 HCM LOS C Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity(veh/h) - 322 HCM Lane V/C Ratio - - 0.043 HCM Ctrl Dly(s/v) - 16.7 HCM Lane LOS - - C HCM 95th%tile Q(veh) - - 0.1 Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st pm.syn HCM 7th AWSC Short Total AM 1: Center & Lake Intersection Intersection Delay,s/veh 8.9 Intersection LOS A Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ #1 y Traffic Vol,veh/h 135 30 37 131 42 98 Future Vol,veh/h 135 30 37 131 42 98 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 159 35 44 154 49 115 Number of Lanes 1 0 0 1 1 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay,s/veh 8.9 9.1 8.6 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 30% 0% 22% Vol Thru,% 0% 82% 78% Vol Right,% 70% 18% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 140 165 168 LT Vol 42 0 37 Through Vol 0 135 131 RT Vol 98 30 0 Lane Flow Rate 165 194 198 Geometry Grp 1 1 1 Degree of Util(X) 0.204 0.239 0.251 Departure Headway(Hd) 4.457 4.429 4.572 Convergence,Y/N Yes Yes Yes Cap 805 811 785 Service Time 2.488 2.458 2.601 HCM Lane V/C Ratio 0.205 0.239 0.252 HCM Control Delay,s/veh 8.6 8.9 9.1 HCM Lane LOS A A A HCM 95th-tile Q 0.8 0.9 1 Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st am.syn HCM 7th AWSC Short Total PM 1: Center & Lake Intersection Intersection Delay,s/veh 10.6 Intersection LOS B Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ #1 y Traffic Vol,veh/h 182 48 115 224 59 71 Future Vol,veh/h 182 48 115 224 59 71 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 196 52 124 241 63 76 Number of Lanes 1 0 0 1 1 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay,s/veh 9.7 11.7 9.4 HCM LOS A B A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 45% 0% 34% Vol Thru,% 0% 79% 66% Vol Right,% 55% 21% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 130 230 339 LT Vol 59 0 115 Through Vol 0 182 224 RT Vol 71 48 0 Lane Flow Rate 140 247 365 Geometry Grp 1 1 1 Degree of Util(X) 0.197 0.315 0.469 Departure Headway(Hd) 5.064 4.579 4.635 Convergence,Y/N Yes Yes Yes Cap 705 782 776 Service Time 3.125 2.626 2.68 HCM Lane V/C Ratio 0.199 0.316 0.47 HCM Control Delay,s/veh 9.4 9.7 11.7 HCM Lane LOS A A B HCM 95th-tile Q 0.7 1.4 2.5 Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st pm.syn HCM 7th TWSC Short Total AM 5: Site Access & Lake Intersection Int Delay,s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ +T Y Traffic Vol,veh/h 222 11 8 151 17 8 Future Vol,veh/h 222 11 8 151 17 8 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop 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 261 13 9 178 20 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 274 0 464 268 Stage 1 - - - - 268 - Stage 2 - - - - 196 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1289 - 556 771 Stage 1 - - - - 777 - Stage 2 - - - - 837 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 1289 - 552 771 Mov Cap-2 Maneuver - - - - 552 - Stage 1 - - - 777 - Stage 2 - - - 830 - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.39 11.23 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 607 - 91 - HCM Lane V/C Ratio 0.048 - 0.007 - HCM Ctrl Dly(s/v) 11.2 - 7.8 0 HCM Lane LOS B - A A HCM 95th%tile Q(veh) 0.2 - 0 - Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st am.syn HCM 7th TWSC Short Total PM 5: Site Access & Lake Intersection Int Delay,s/veh 1.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ +T Y Traffic Vol,veh/h 218 35 23 291 48 26 Future Vol,veh/h 218 35 23 291 48 26 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length - - - 0 - Veh in Median Storage,# 0 - 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 242 39 26 323 53 29 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 281 0 636 262 Stage 1 - - - - 262 - Stage 2 - - - - 374 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1281 - 442 777 Stage 1 - - - - 782 - Stage 2 - - - - 695 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 1281 - 431 777 Mov Cap-2 Maneuver - - - - 431 - Stage 1 - - - 782 - Stage 2 - - - 678 - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.58 13.39 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 511 - 132 - HCM Lane V/C Ratio 0.161 - 0.02 - HCM Ctrl Dly(s/v) 13.4 - 7.9 0 HCM Lane LOS B - A A HCM 95th%tile Q(veh) 0.6 - 0.1 - Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st pm.syn APPENDIX G HCM 7th Signalized Intersection Summary Short Total AM 84: Centre/Center & Prospect Full Access Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 0 t r t r Traffic Volume(veh/h) 66 856 62 225 619 87 50 140 242 16 44 20 Future Volume(veh/h) 66 856 62 225 619 87 50 140 242 16 44 20 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 0.76 0.71 0.85 0.71 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/In 1870 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 76 984 66 259 711 92 57 161 83 18 51 6 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 522 2114 142 459 2090 270 218 323 195 157 323 195 Arrive On Green 0.04 0.63 0.63 0.08 0.66 0.66 0.17 0.17 0.17 0.17 0.17 0.17 Sat Flow,veh/h 1781 3372 226 1781 3153 408 1020 1870 1133 968 1870 1133 Grp Volume(v),veh/h 76 518 532 259 400 403 57 161 83 18 51 6 Grp Sat Flow(s),veh/h/In 1781 1777 1822 1781 1777 1783 1020 1870 1133 968 1870 1133 Q Serve(g_s),s 1.6 16.9 16.9 5.2 10.8 10.8 5.5 8.6 7.2 1.9 2.6 0.5 Cycle Q Clear(g_c),s 1.6 16.9 16.9 5.2 10.8 10.8 8.1 8.6 7.2 10.5 2.6 0.5 Prop In Lane 1.00 0.12 1.00 0.23 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 522 1114 1142 459 1178 1182 218 323 195 157 323 195 V/C Ratio(X) 0.15 0.47 0.47 0.56 0.34 0.34 0.26 0.50 0.42 0.11 0.16 0.03 Avail Cap(c_a),veh/h 561 1114 1142 546 1178 1182 315 502 304 250 502 304 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 1.00 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 6.5 10.8 10.8 8.1 8.1 8.1 42.2 41.2 40.6 46.0 38.7 37.9 Incr Delay(d2),s/veh 0.1 1.4 1.4 1.1 0.8 0.8 0.6 1.2 1.5 0.3 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.6 6.5 6.7 1.8 4.0 4.0 1.4 4.0 2.1 0.5 1.2 0.1 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 6.7 12.2 12.2 9.2 8.9 8.9 42.8 42.4 42.1 46.3 38.9 37.9 LnGrp LOS A B B A A A D D D D D D Approach Vol,veh/h 1126 1062 301 75 Approach Delay,s/veh 11.8 8.9 42.4 40.6 Approach LOS B A D D Timer-Assigned Phs 2 3 4 6 7 8 Phs Duration(G+Y+Rc),s 23.5 12.6 73.9 23.5 8.6 77.9 Change Period(Y+Rc),s 5.5 5.0 6.0 5.5 5.0 6.0 Max Green Setting(Gmax),s 28.5 13.0 52.0 28.5 6.0 59.0 Max Q Clear Time(g_c+11),s 12.5 7.2 18.9 10.6 3.6 12.8 Green Ext Time(p-c),s 0.2 0.4 4.0 1.1 0.0 2.9 Intersection Summary HCM 7th Control Delay,s/veh 15.1 HCM 7th LOS B Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st am full.syn Timing Report, Sorted By Phase Short Total AM 84: Centre/Center & Prospect Full Access ♦ - T 1 �- Phase Number 2 3 4 6 7 8 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None None C-Max Maximum Split(s) 34 18 58 34 11 65 Maximum Split(%) 30.9% 16.4% 52.7% 30.9% 10.0% 59.1% Minimum Split(s) 23.5 11 26 24.5 11 25 Yellow Time(s) 3 5 4 4 5 4 All-Red Time(s) 2.5 0 2 1.5 0 2 Minimum Initial(s) 7 4 10 7 4 10 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 Don't Walk(s) 11 13 11 11 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time(s) 79 3 21 79 3 14 End Time(s) 3 21 79 3 14 79 Yield/Force Off(s) 107.5 16 73 107.5 9 73 Yield/Force Off 170(s) 96.5 16 60 96.5 9 62 Local Start Time(s) 6 40 58 6 40 51 Local Yield(s) 34.5 53 0 34.5 46 0 Local Yield 170(s) 23.5 53 97 23.5 46 99 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 65 Offset:73(66%), Referenced to phase 4:EBTL and 8:WBTL,Start of Yellow S4 .� plitsand Phases: 84:Centre/Center&Prospe ct it � Q52 3 � 04(R) 1 06 � 07 1 4T 08(R) Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st am full.syn Queues Short Total AM 84: Centre/Center & Prospect Full Access Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 76 1055 259 811 57 161 278 18 51 23 v/c Ratio 0.16 0.55 0.63 0.38 0.25 0.52 0.78 0.15 0.17 0.06 Control Delay(slveh) 6.3 16.6 13.6 10.5 39.3 46.0 27.3 37.7 36.9 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(slveh) 6.3 16.6 13.6 10.5 39.3 46.0 27.3 37.7 36.9 0.4 Queue Length 50th(ft) 12 227 46 131 35 104 47 11 31 0 Queue Length 95th(ft) 33 343 109 207 63 146 124 28 56 0 Internal Link Dist(ft) 512 221 555 529 Turn Bay Length(ft) 225 225 135 135 180 150 Base Capacity(vph) 468 1926 429 2134 353 482 443 189 482 503 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.16 0.55 0.60 0.38 0.16 0.33 0.63 0.10 0.11 0.05 Intersection Summary Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st am full.syn HCM 7th Signalized Intersection Summary Short Total PM 84: Centre/Center & Prospect Full Access s --b- -,* 4.- T �► 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 0 t r t r Traffic Volume(veh/h) 33 1041 68 281 1185 36 67 73 342 59 130 69 Future Volume(veh/h) 33 1041 68 281 1185 36 67 73 342 59 130 69 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.88 0.80 0.86 0.80 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/In 1870 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 34 1084 68 293 1234 37 70 76 70 61 135 7 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 348 2194 138 441 2459 74 162 296 202 191 296 202 Arrive On Green 0.03 0.65 0.65 0.08 0.70 0.70 0.16 0.16 0.16 0.16 0.16 0.16 Sat Flow,veh/h 1781 3389 212 1781 3522 106 1096 1870 1276 1070 1870 1276 Grp Volume(v),veh/h 34 568 584 293 622 649 70 76 70 61 135 7 Grp Sat Flow(s),veh/h/In 1781 1777 1824 1781 1777 1850 1096 1870 1276 1070 1870 1276 Q Serve(g_s),s 0.8 19.9 19.9 6.0 19.5 19.6 7.4 4.3 5.9 6.4 7.9 0.6 Cycle Q Clear(g_c),s 0.8 19.9 19.9 6.0 19.5 19.6 15.3 4.3 5.9 10.6 7.9 0.6 Prop In Lane 1.00 0.12 1.00 0.06 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 348 1150 1181 441 1241 1292 162 296 202 191 296 202 V/C Ratio(X) 0.10 0.49 0.49 0.66 0.50 0.50 0.43 0.26 0.35 0.32 0.46 0.03 Avail Cap(c_a),veh/h 397 1150 1181 651 1241 1292 313 553 377 338 553 377 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 1.00 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 7.1 11.0 11.0 9.7 8.4 8.4 52.7 44.3 45.0 49.0 45.8 42.7 Incr Delay(d2),s/veh 0.1 1.5 1.5 1.7 1.5 1.4 1.8 0.5 1.0 0.9 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/In 0.3 7.7 7.9 2.4 7.2 7.5 2.1 2.0 1.9 1.8 3.8 0.2 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 7.3 12.5 12.5 11.4 9.9 9.8 54.6 44.8 46.0 49.9 46.9 42.8 LnGrp LOS A B B B A A D D D D D D Approach Vol,veh/h 1186 1564 216 203 Approach Delay,s/veh 12.3 10.1 48.3 47.7 Approach LOS B B D D Timer-Assigned Phs 2 3 4 6 7 8 Phs Duration(G+Y+Rc),s 23.5 13.8 82.7 23.5 7.7 88.8 Change Period(Y+Rc),s 5.5 5.0 6.0 5.5 5.0 6.0 Max Green Setting(Gmax),s 34.5 23.0 46.0 34.5 6.0 63.0 Max Q Clear Time(g_c+11),s 12.6 8.0 21.9 17.3 2.8 21.6 Green Ext Time(p-c),s 0.7 0.8 4.4 0.7 0.0 5.3 Intersection Summary HCM 7th Control Delay,s/veh 16.0 HCM 7th LOS B Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st pm full.syn Timing Report, Sorted By Phase Short Total PM 84: Centre/Center & Prospect Full Access ♦ - --,, T 1 �- Phase Number 2 3 4 6 7 8 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None None C-Max Maximum Split(s) 40 28 52 40 11 69 Maximum Split(%) 33.3% 23.3% 43.3% 33.3% 9.2% 57.5% Minimum Split(s) 23.5 11 26 24 11 25 Yellow Time(s) 3 5 4 4 5 4 All-Red Time(s) 2.5 0 2 1.5 0 2 Minimum Initial(s) 7 4 10 7 4 10 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 Don't Walk(s) 11 13 11 11 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time(s) 16 56 84 16 56 67 End Time(s) 56 84 16 56 67 16 Yield/Force Off(s) 50.5 79 10 50.5 62 10 Yield/Force Off 170(s) 39.5 79 117 39.5 62 119 Local Start Time(s) 6 46 74 6 46 57 Local Yield(s) 40.5 69 0 40.5 52 0 Local Yield 170(s) 29.5 69 107 29.5 52 109 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 10(8%), Referenced to phase 4:EBTL and 8:WBTL,Start of Yellow Splits and Phases: 84:Centre/Center&Prospect it w " 02 � 03 � 04(R) , 1 06 � 07 +T 08(R) , Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st pm full.syn Queues Short Total PM 84: Centre/Center & Prospect Full Access s -* t �► 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 34 1155 293 1272 70 76 356 61 135 72 v/c Ratio 0.11 0.64 0.63 0.54 0.49 0.28 0.77 0.39 0.50 0.22 Control Delay(slveh) 7.7 23.4 16.9 11.1 56.3 45.6 19.0 51.2 51.8 2.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(slveh) 7.7 23.4 16.9 11.1 56.3 45.6 19.0 51.2 51.8 2.9 Queue Length 50th(ft) 5 317 69 253 50 52 22 43 96 0 Queue Length 95th(ft) 18 #570 180 411 90 90 122 79 146 9 Internal Link Dist(ft) 674 171 555 522 Turn Bay Length(ft) 225 225 135 135 180 150 Base Capacity(vph) 311 1802 504 2345 283 532 595 307 532 530 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.11 0.64 0.58 0.54 0.25 0.14 0.60 0.20 0.25 0.14 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st pm full.syn HCM 7th TWSC Short Total AM 9: Prospect & Full Access Full Access Intersection Int Delay,s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations VIi tt +I Y Traffic Vol,veh/h 3 1111 926 6 5 5 Future Vol,veh/h 3 1111 926 6 5 5 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 150 - - 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 4 1307 1089 7 6 6 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 1096 0 0 1754 548 Stage 1 - - - 1093 - Stage 2 - - - 661 - Critical Hdwy 4.14 - - 6.84 6.94 Critical Hdwy Stg 1 - - - 5.84 - Critical Hdwy Stg 2 - - - 5.84 - Follow-up Hdwy 2.22 - - 3.52 3.32 Pot Cap-1 Maneuver 632 - - 76 480 Stage 1 - - - 283 - Stage 2 - - - 475 - Platoon blocked,% - - Mov Cap-1 Maneuver 632 - - 76 480 Mov Cap-2 Maneuver - - - 76 - Stage 1 - - - 281 - Stage 2 - - - 475 - Approach EB WB SIB HCM Ctrl Dly,s/v 0.03 0 35.12 HCM LOS E Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 632 - 131 HCM Lane V/C Ratio 0.006 - 0.09 HCM Ctrl Dly(s/v) 10.7 - 35.1 HCM Lane LOS B - E HCM 95th%tile Q(veh) 0 - 0.3 Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st am full.syn HCM 7th TWSC Short Total PM 9: Prospect & Full Access Full Access Intersection Int Delay,s/veh 1.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations VIi tt +I Y Traffic Vol,veh/h 11 1431 1489 20 13 13 Future Vol,veh/h 11 1431 1489 20 13 13 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 150 - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 12 1539 1601 22 14 14 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 1623 0 0 2405 811 Stage 1 - - - 1612 - Stage 2 - - - 793 - Critical Hdwy 4.14 - - 6.84 6.94 Critical Hdwy Stg 1 - - - 5.84 - Critical Hdwy Stg 2 - - - 5.84 - Follow-up Hdwy 2.22 - - 3.52 3.32 Pot Cap-1 Maneuver 397 - - 28 322 Stage 1 - - - 149 - Stage 2 - - - 406 - Platoon blocked,% - - Mov Cap-1 Maneuver 397 - - 27 322 Mov Cap-2 Maneuver - - - 27 - Stage 1 - - - 144 - Stage 2 - - - 406 - Approach EB WB SIB HCM Ctrl Dly,s/v 0.11 0 147.97 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 397 - 49 HCM Lane V/C Ratio 0.03 - 0.566 HCM Ctrl Dly(s/v) 14.3 - 148 HCM Lane LOS B - F HCM 95th%tile Q(veh) 0.1 - 2.2 Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st pm full.syn HCM 7th AWSC Short Total AM 1: Center & Lake Full Access Intersection Intersection Delay,s/veh 8.8 Intersection LOS A Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ #1 y Traffic Vol,veh/h 135 30 32 131 42 95 Future Vol,veh/h 135 30 32 131 42 95 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 159 35 38 154 49 112 Number of Lanes 1 0 0 1 1 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay,s/veh 8.8 9.1 8.6 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 31% 0% 20% Vol Thru,% 0% 82% 80% Vol Right,% 69% 18% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 137 165 163 LT Vol 42 0 32 Through Vol 0 135 131 RT Vol 95 30 0 Lane Flow Rate 161 194 192 Geometry Grp 1 1 1 Degree of Util(X) 0.199 0.238 0.243 Departure Headway(Hd) 4.448 4.412 4.556 Convergence,Y/N Yes Yes Yes Cap 806 813 788 Service Time 2.477 2.44 2.585 HCM Lane V/C Ratio 0.2 0.239 0.244 HCM Control Delay,s/veh 8.6 8.8 9.1 HCM Lane LOS A A A HCM 95th-tile Q 0.7 0.9 1 Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st am full.syn HCM 7th AWSC Short Total PM 1: Center & Lake Full Access Intersection Intersection Delay,s/veh 10.4 Intersection LOS B Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ #1 y Traffic Vol,veh/h 182 48 102 224 59 60 Future Vol,veh/h 182 48 102 224 59 60 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 196 52 110 241 63 65 Number of Lanes 1 0 0 1 1 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay,s/veh 9.6 11.3 9.2 HCM LOS A B A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 50% 0% 31% Vol Thru,% 0% 79% 69% Vol Right,% 50% 21% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 119 230 326 LT Vol 59 0 102 Through Vol 0 182 224 RT Vol 60 48 0 Lane Flow Rate 128 247 351 Geometry Grp 1 1 1 Degree of Util(X) 0.18 0.311 0.448 Departure Headway(Hd) 5.06 4.528 4.596 Convergence,Y/N Yes Yes Yes Cap 705 791 782 Service Time 3.116 2.57 2.635 HCM Lane V/C Ratio 0.182 0.312 0.449 HCM Control Delay,s/veh 9.2 9.6 11.3 HCM Lane LOS A A B HCM 95th-tile Q 0.7 1.3 2.3 Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st pm full.syn HCM 7th TWSC Short Total AM 5: Site Access & Lake Full Access Intersection Int Delay,s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ +1 Y Traffic Vol,veh/h 222 8 8 151 12 8 Future Vol,veh/h 222 8 8 151 12 8 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop 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 261 9 9 178 14 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 271 0 462 266 Stage 1 - - - - 266 - Stage 2 - - - - 196 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1293 - 558 773 Stage 1 - - - - 779 - Stage 2 - - - - 837 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 1293 - 553 773 Mov Cap-2 Maneuver - - - - 553 - Stage 1 - - - 779 - Stage 2 - - - 830 - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.39 10.99 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 624 - 91 - HCM Lane V/C Ratio 0.038 - 0.007 - HCM Ctrl Dly(s/v) 11 - 7.8 0 HCM Lane LOS B - A A HCM 95th%tile Q(veh) 0.1 - 0 - Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st am full.syn HCM 7th TWSC Short Total PM 5: Site Access & Lake Full Access Intersection Int Delay,s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 'jam +T Y Traffic Vol,veh/h 218 24 23 291 35 26 Future Vol,veh/h 218 24 23 291 35 26 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length - - - 0 - Veh in Median Storage,# 0 - 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 242 27 26 323 39 29 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 269 0 630 256 Stage 1 - - - - 256 - Stage 2 - - - - 374 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1295 - 446 783 Stage 1 - - - - 787 - Stage 2 - - - - 695 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 1295 - 435 783 Mov Cap-2 Maneuver - - - - 435 - Stage 1 - - - 787 - Stage 2 - - - 679 - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.57 12.68 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 537 - 132 - HCM Lane V/C Ratio 0.126 - 0.02 - HCM Ctrl Dly(s/v) 12.7 - 7.8 0 HCM Lane LOS B - A A HCM 95th%tile Q(veh) 0.4 - 0.1 - Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report st pm full.syn APPENDIX H HCM 7th Signalized Intersection Summary Long Total AM 84: Centre/Center & Prospect Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 0 t r t r Traffic Volume(veh/h) 80 1002 73 263 725 102 59 165 282 23 52 23 Future Volume(veh/h) 80 1002 73 263 725 102 59 165 282 23 52 23 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 0.76 0.72 0.88 0.72 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/In 1870 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 89 1113 77 292 806 104 66 183 145 26 58 9 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 476 2083 144 420 2086 269 214 323 196 142 323 196 Arrive On Green 0.04 0.62 0.62 0.09 0.66 0.66 0.17 0.17 0.17 0.17 0.17 0.17 Sat Flow,veh/h 1781 3365 233 1781 3153 407 1019 1870 1134 922 1870 1134 Grp Volume(v),veh/h 89 587 603 292 454 456 66 183 145 26 58 9 Grp Sat Flow(s),veh/h/In 1781 1777 1820 1781 1777 1783 1019 1870 1134 922 1870 1134 Q Serve(g_s),s 2.0 20.7 20.7 6.0 12.8 12.8 6.5 9.9 13.3 2.9 2.9 0.7 Cycle Q Clear(g_c),s 2.0 20.7 20.7 6.0 12.8 12.8 9.4 9.9 13.3 12.8 2.9 0.7 Prop In Lane 1.00 0.13 1.00 0.23 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 476 1100 1127 420 1175 1180 214 323 196 142 323 196 V/C Ratio(X) 0.19 0.53 0.53 0.69 0.39 0.39 0.31 0.57 0.74 0.18 0.18 0.05 Avail Cap(c_a),veh/h 513 1100 1127 495 1175 1180 312 502 304 230 502 304 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 1.00 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 7.0 11.9 11.9 11.2 8.5 8.5 42.9 41.7 43.2 47.6 38.9 37.9 Incr Delay(d2),s/veh 0.2 1.9 1.8 3.4 1.0 1.0 0.8 1.6 5.4 0.6 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/In 0.7 8.1 8.3 2.9 4.7 4.7 1.7 4.6 4.0 0.7 1.4 0.2 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 7.1 13.8 13.8 14.6 9.4 9.4 43.7 43.3 48.6 48.2 39.1 38.0 LnGrp LOS A B B B A A D D D D D D Approach Vol,veh/h 1279 1202 394 93 Approach Delay,s/veh 13.3 10.7 45.3 41.6 Approach LOS B B D D Timer-Assigned Phs 2 3 4 6 7 8 Phs Duration(G+Y+Rc),s 23.5 13.4 73.1 23.5 8.7 77.8 Change Period(Y+Rc),s 5.5 5.0 6.0 5.5 5.0 6.0 Max Green Setting(Gmax),s 28.5 13.0 52.0 28.5 6.0 59.0 Max Q Clear Time(g_c+11),s 14.8 8.0 22.7 15.3 4.0 14.8 Green Ext Time(p-c),s 0.2 0.4 4.7 1.4 0.0 3.4 Intersection Summary HCM 7th Control Delay,s/veh 17.4 HCM 7th LOS B Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It am.syn Timing Report, Sorted By Phase Long Total AM 84: Centre/Center & Prospect ♦ - T 1 �- Phase Number 2 3 4 6 7 8 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None None C-Max Maximum Split(s) 34 18 58 34 11 65 Maximum Split(%) 30.9% 16.4% 52.7% 30.9% 10.0% 59.1% Minimum Split(s) 23.5 11 26 24.5 11 25 Yellow Time(s) 3 5 4 4 5 4 All-Red Time(s) 2.5 0 2 1.5 0 2 Minimum Initial(s) 7 4 10 7 4 10 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 Don't Walk(s) 11 13 11 11 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time(s) 79 3 21 79 3 14 End Time(s) 3 21 79 3 14 79 Yield/Force Off(s) 107.5 16 73 107.5 9 73 Yield/Force Off 170(s) 96.5 16 60 96.5 9 62 Local Start Time(s) 6 40 58 6 40 51 Local Yield(s) 34.5 53 0 34.5 46 0 Local Yield 170(s) 23.5 53 97 23.5 46 99 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset:73(66%), Referenced to phase 4:EBTL and 8:WBTL,Start of Yellow S4 .� plitsand Phases: 84:Centre/Center&Prospe ct it � Q52 3 � 04(R) 1 06 � 07 1 4T 08(R) Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It am.syn Queues Long Total AM 84: Centre/Center & Prospect s -* t �► 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 89 1194 292 919 66 183 313 26 58 26 v/c Ratio 0.22 0.68 0.76 0.45 0.26 0.52 0.86 0.20 0.17 0.07 Control Delay(slveh) 7.8 22.6 29.2 12.6 37.4 43.7 39.5 37.2 34.8 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(slveh) 7.8 22.6 29.2 12.6 37.4 43.7 39.5 37.2 34.8 0.3 Queue Length 50th(ft) 16 343 87 172 40 116 90 15 34 0 Queue Length 95th(ft) 39 435 #260 256 74 171 #197 39 65 0 Internal Link Dist(ft) 512 221 555 529 Turn Bay Length(ft) 225 225 135 135 180 150 Base Capacity(vph) 406 1745 385 2058 351 482 430 182 482 503 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.68 0.76 0.45 0.19 0.38 0.73 0.14 0.12 0.05 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It am.syn HCM 7th Signalized Intersection Summary Long Total PM 84: Centre/Center & Prospect s -0. -'t T �► 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 0 t r t r Traffic Volume(veh/h) 45 1213 80 329 1388 42 79 90 397 81 152 81 Future Volume(veh/h) 45 1213 80 329 1388 42 79 90 397 81 152 81 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.91 0.83 0.90 0.83 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/In 1870 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 47 1264 80 343 1446 43 82 94 145 84 158 13 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 278 2051 130 390 2367 70 177 338 238 202 338 238 Arrive On Green 0.03 0.61 0.61 0.10 0.67 0.67 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow,veh/h 1781 3387 214 1781 3523 105 1110 1870 1314 1029 1870 1314 Grp Volume(v),veh/h 47 662 682 343 728 761 82 94 145 84 158 13 Grp Sat Flow(s),veh/h/In 1781 1777 1824 1781 1777 1850 1110 1870 1314 1029 1870 1314 Q Serve(g_s),s 1.2 28.1 28.3 8.2 27.4 27.5 8.6 5.2 12.2 9.2 9.1 1.0 Cycle Q Clear(g_c),s 1.2 28.1 28.3 8.2 27.4 27.5 17.6 5.2 12.2 14.4 9.1 1.0 Prop In Lane 1.00 0.12 1.00 0.06 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 278 1076 1104 390 1194 1243 177 338 238 202 338 238 V/C Ratio(X) 0.17 0.62 0.62 0.88 0.61 0.61 0.46 0.28 0.61 0.42 0.47 0.05 Avail Cap(c_a),veh/h 320 1076 1104 567 1194 1243 304 553 389 320 553 389 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 1.00 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 9.8 14.9 14.9 19.6 11.0 11.0 51.8 42.4 45.2 48.6 44.0 40.7 Incr Delay(d2),s/veh 0.3 2.6 2.6 10.7 2.3 2.3 1.9 0.4 2.5 1.4 1.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.4 11.4 11.7 7.2 10.4 10.9 2.5 2.4 4.1 2.5 4.3 0.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 10.1 17.5 17.5 30.3 13.3 13.2 53.7 42.8 47.8 50.0 45.0 40.7 LnGrp LOS B B B C B B D D D D D D Approach Vol,veh/h 1391 1832 321 255 Approach Delay,s/veh 17.3 16.4 47.8 46.4 Approach LOS B B D D Timer-Assigned Phs 2 3 4 6 7 8 Phs Duration(G+Y+Rc),s 26.2 16.1 77.7 26.2 8.2 85.6 Change Period(Y+Rc),s 5.5 5.0 6.0 5.5 5.0 6.0 Max Green Setting(Gmax),s 34.5 23.0 46.0 34.5 6.0 63.0 Max Q Clear Time(g_c+11),s 16.4 10.2 30.3 19.6 3.2 29.5 Green Ext Time(p-c),s 0.9 0.9 4.9 1.1 0.0 6.8 Intersection Summary HCM 7th Control Delay,s/veh 21.4 HCM 7th LOS C Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It pm.syn Timing Report, Sorted By Phase Long Total PM 84: Centre/Center & Prospect ♦ - --,, T 1 �- Phase Number 2 3 4 6 7 8 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None None C-Max Maximum Split(s) 40 28 52 40 11 69 Maximum Split(%) 33.3% 23.3% 43.3% 33.3% 9.2% 57.5% Minimum Split(s) 23.5 11 26 24 11 25 Yellow Time(s) 3 5 4 4 5 4 All-Red Time(s) 2.5 0 2 1.5 0 2 Minimum Initial(s) 7 4 10 7 4 10 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 Don't Walk(s) 11 13 11 11 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time(s) 16 56 84 16 56 67 End Time(s) 56 84 16 56 67 16 Yield/Force Off(s) 50.5 79 10 50.5 62 10 Yield/Force Off 170(s) 39.5 79 117 39.5 62 119 Local Start Time(s) 6 46 74 6 46 57 Local Yield(s) 40.5 69 0 40.5 52 0 Local Yield 170(s) 29.5 69 107 29.5 52 109 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 10(8%), Referenced to phase 4:EBTL and 8:WBTL,Start of Yellow Splits and Phases: 84:Centre/Center&Prospect it w " 02 � 03 � 04(R) , 1 06 � 07 +T 08(R) , Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It pm.syn Queues Long Total PM 84: Centre/Center & Prospect s -* t �► 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 47 1347 343 1490 82 94 414 84 158 84 v/c Ratio 0.20 0.82 0.81 0.68 0.50 0.29 0.86 0.48 0.49 0.23 Control Delay(slveh) 11.0 33.1 44.9 17.0 52.0 42.0 29.1 50.4 47.3 3.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(slveh) 11.0 33.1 44.9 17.0 52.0 42.0 29.1 50.4 47.3 3.6 Queue Length 50th(ft) 7 449 179 336 59 65 78 61 114 0 Queue Length 95th(ft) 27 #738 #374 607 96 98 190 97 154 18 Internal Link Dist(ft) 674 171 555 522 Turn Bay Length(ft) 225 225 135 135 180 150 Base Capacity(vph) 235 1635 435 2190 271 532 590 290 532 530 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.82 0.79 0.68 0.30 0.18 0.70 0.29 0.30 0.16 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It pm.syn HCM 7th TWSC Long Total AM 9: Prospect & RT Access Intersection Int Delay,s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations tt 0 r Traffic Vol,veh/h 0 1307 1085 6 0 5 Future Vol,veh/h 0 1307 1085 6 0 5 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop 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 1538 1276 7 0 6 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 642 Stage 1 - - - - Stage 2 - - - - Critical Hdwy - - - 6.94 Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy - - - 3.32 Pot Cap-1 Maneuver 0 - - 0 417 Stage 1 0 - - 0 - Stage 2 0 - - 0 - Platoon blocked,% - - Mov Cap-1 Maneuver - - - 417 Mov Cap-2 Maneuver - - - - Stage 1 - - - - Stage 2 - - - - Approach EB WB SB HCM Ctrl Dly,s/v 0 0 13.76 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity(veh/h) - 417 HCM Lane V/C Ratio - - 0.014 HCM Ctrl Dly(s/v) 13.8 HCM Lane LOS - - B HCM 95th%tile Q(veh) - - 0 Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It am.syn HCM 7th TWSC Long Total PM 9: Prospect & RT Access Intersection Int Delay,s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations tt 0 r Traffic Vol,veh/h 0 1691 1746 20 0 13 Future Vol,veh/h 0 1691 1746 20 0 13 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None None Storage Length - - - 0 Veh in Median Storage,# - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 0 1818 1877 22 0 14 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 949 Stage 1 - - - - Stage 2 - - - - Critical Hdwy - - - 6.94 Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy - - - 3.32 Pot Cap-1 Maneuver 0 - - 0 261 Stage 1 0 - - 0 - Stage 2 0 - - 0 - Platoon blocked,% - - Mov Cap-1 Maneuver - - - 261 Mov Cap-2 Maneuver - - - - Stage 1 - - - - Stage 2 - - - - Approach EB WB SB HCM Ctrl Dly,s/v 0 0 19.57 HCM LOS C Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity(veh/h) - 261 HCM Lane V/C Ratio - - 0.054 HCM Ctrl Dly(s/v) - 19.6 HCM Lane LOS - - C HCM 95th%tile Q(veh) - - 0.2 Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It pm.syn HCM 7th AWSC Long Total AM 1: Center & Lake Intersection Intersection Delay,s/veh 9.5 Intersection LOS A Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ #1 y Traffic Vol,veh/h 159 36 43 153 49 114 Future Vol,veh/h 159 36 43 153 49 114 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 187 42 51 180 58 134 Number of Lanes 1 0 0 1 1 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay,s/veh 9.5 9.8 9.2 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 30% 0% 22% Vol Thru,% 0% 82% 78% Vol Right,% 70% 18% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 163 195 196 LT Vol 49 0 43 Through Vol 0 159 153 RT Vol 114 36 0 Lane Flow Rate 192 229 231 Geometry Grp 1 1 1 Degree of Util(X) 0.246 0.29 0.301 Departure Headway(Hd) 4.621 4.546 4.692 Convergence,Y/N Yes Yes Yes Cap 775 787 763 Service Time 2.666 2.59 2.735 HCM Lane V/C Ratio 0.248 0.291 0.303 HCM Control Delay,s/veh 9.2 9.5 9.8 HCM Lane LOS A A A HCM 95th-tile Q 1 1.2 1.3 Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It am.syn HCM 7th AWSC Long Total PM 1: Center & Lake Intersection Intersection Delay,s/veh 12 Intersection LOS B Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ #1 y Traffic Vol,veh/h 213 57 131 259 69 81 Future Vol,veh/h 213 57 131 259 69 81 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 229 61 141 278 74 87 Number of Lanes 1 0 0 1 1 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay,s/veh 10.7 13.7 10 HCM LOS B B A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 46% 0% 34% Vol Thru,% 0% 79% 66% Vol Right,% 54% 21% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 150 270 390 LT Vol 69 0 131 Through Vol 0 213 259 RT Vol 81 57 0 Lane Flow Rate 161 290 419 Geometry Grp 1 1 1 Degree of Util(X) 0.237 0.381 0.555 Departure Headway(Hd) 5.295 4.723 4.762 Convergence,Y/N Yes Yes Yes Cap 671 755 751 Service Time 3.383 2.792 2.825 HCM Lane V/C Ratio 0.24 0.384 0.558 HCM Control Delay,s/veh 10 10.7 13.7 HCM Lane LOS A B B HCM 95th-tile Q 0.9 1.8 3.5 Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It pm.syn HCM 7th TWSC Long Total AM 5: Site Access & Lake Intersection Int Delay,s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 'jam +T Y Traffic Vol,veh/h 262 11 8 179 17 8 Future Vol,veh/h 262 11 8 179 17 8 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop 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 308 13 9 211 20 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 321 0 544 315 Stage 1 - - - - 315 - Stage 2 - - - - 229 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1239 - 500 726 Stage 1 - - - - 740 - Stage 2 - - - - 809 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 1239 - 496 726 Mov Cap-2 Maneuver - - - - 496 - Stage 1 - - - 740 - Stage 2 - - - 802 - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.34 11.89 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 552 - 77 - HCM Lane V/C Ratio 0.053 - 0.008 - HCM Ctrl Dly(s/v) 11.9 - 7.9 0 HCM Lane LOS B - A A HCM 95th%tile Q(veh) 0.2 - 0 - Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It am.syn HCM 7th TWSC Long Total PM 5: Site Access & Lake Intersection Int Delay,s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ +T Y Traffic Vol,veh/h 259 35 23 342 48 26 Future Vol,veh/h 259 35 23 342 48 26 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length - - - 0 - Veh in Median Storage,# 0 - 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 288 39 26 380 53 29 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 327 0 738 307 Stage 1 - - - - 307 - Stage 2 - - - - 431 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1233 - 385 733 Stage 1 - - - - 746 - Stage 2 - - - - 655 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 1233 - 375 733 Mov Cap-2 Maneuver - - - - 375 - Stage 1 - - - 746 - Stage 2 - - - 638 - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.5 14.71 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 453 - 113 - HCM Lane V/C Ratio 0.182 - 0.021 - HCM Ctrl Dly(s/v) 14.7 - 8 0 HCM Lane LOS B - A A HCM 95th%tile Q(veh) 0.7 - 0.1 - Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It pm.syn APPENDIX I HCM 7th Signalized Intersection Summary Long Total AM 84: Centre/Center & Prospect Full Access s --b- -,* 4.- T �► 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 0 t r t r Traffic Volume(veh/h) 78 1004 73 263 725 102 59 164 283 18 52 23 Future Volume(veh/h) 78 1004 73 263 725 102 59 164 283 18 52 23 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 0.76 0.72 0.88 0.72 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/In 1870 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 87 1116 77 292 806 104 66 182 146 20 58 9 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 476 2083 144 420 2087 269 214 323 196 142 323 196 Arrive On Green 0.04 0.62 0.62 0.09 0.66 0.66 0.17 0.17 0.17 0.17 0.17 0.17 Sat Flow,veh/h 1781 3365 232 1781 3153 407 1019 1870 1134 922 1870 1134 Grp Volume(v),veh/h 87 589 604 292 454 456 66 182 146 20 58 9 Grp Sat Flow(s),veh/h/In 1781 1777 1820 1781 1777 1783 1019 1870 1134 922 1870 1134 Q Serve(g_s),s 1.9 20.8 20.8 6.0 12.8 12.8 6.5 9.8 13.5 2.2 2.9 0.7 Cycle Q Clear(g_c),s 1.9 20.8 20.8 6.0 12.8 12.8 9.4 9.8 13.5 12.0 2.9 0.7 Prop In Lane 1.00 0.13 1.00 0.23 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 476 1100 1127 420 1176 1180 214 323 196 142 323 196 V/C Ratio(X) 0.18 0.54 0.54 0.70 0.39 0.39 0.31 0.56 0.75 0.14 0.18 0.05 Avail Cap(c_a),veh/h 513 1100 1127 494 1176 1180 312 502 304 230 502 304 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 1.00 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 7.0 11.9 11.9 11.3 8.5 8.5 42.9 41.7 43.2 47.2 38.9 37.9 Incr Delay(d2),s/veh 0.2 1.9 1.8 3.4 1.0 1.0 0.8 1.5 5.6 0.4 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/In 0.7 8.1 8.3 2.9 4.7 4.7 1.7 4.6 4.0 0.5 1.4 0.2 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 7.1 13.8 13.8 14.8 9.4 9.4 43.7 43.2 48.8 47.7 39.1 38.0 LnGrp LOS A B B B A A D D D D D D Approach Vol,veh/h 1280 1202 394 87 Approach Delay,s/veh 13.3 10.7 45.4 41.0 Approach LOS B B D D Timer-Assigned Phs 2 3 4 6 7 8 Phs Duration(G+Y+Rc),s 23.5 13.4 73.1 23.5 8.7 77.8 Change Period(Y+Rc),s 5.5 5.0 6.0 5.5 5.0 6.0 Max Green Setting(Gmax),s 28.5 13.0 52.0 28.5 6.0 59.0 Max Q Clear Time(g_c+11),s 14.0 8.0 22.8 15.5 3.9 14.8 Green Ext Time(p-c),s 0.2 0.4 4.8 1.4 0.0 3.4 Intersection Summary HCM 7th Control Delay,s/veh 17.3 HCM 7th LOS B Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It am full.syn Timing Report, Sorted By Phase Long Total AM 84: Centre/Center & Prospect Full Access ♦ - T 1 �- Phase Number 2 3 4 6 7 8 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None None C-Max Maximum Split(s) 34 18 58 34 11 65 Maximum Split(%) 30.9% 16.4% 52.7% 30.9% 10.0% 59.1% Minimum Split(s) 23.5 11 26 24.5 11 25 Yellow Time(s) 3 5 4 4 5 4 All-Red Time(s) 2.5 0 2 1.5 0 2 Minimum Initial(s) 7 4 10 7 4 10 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 Don't Walk(s) 11 13 11 11 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time(s) 79 3 21 79 3 14 End Time(s) 3 21 79 3 14 79 Yield/Force Off(s) 107.5 16 73 107.5 9 73 Yield/Force Off 170(s) 96.5 16 60 96.5 9 62 Local Start Time(s) 6 40 58 6 40 51 Local Yield(s) 34.5 53 0 34.5 46 0 Local Yield 170(s) 23.5 53 97 23.5 46 99 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset:73(66%), Referenced to phase 4:EBTL and 8:WBTL,Start of Yellow S4 .� plitsand Phases: 84:Centre/Center&Prospe ct it � Q52 3 � 04(R) I� 1 06 � 07 1 4T 08(R) Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It am full.syn Queues Long Total AM 84: Centre/Center & Prospect Full Access s -* t �► 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 87 1197 292 919 66 182 314 20 58 26 v/c Ratio 0.22 0.69 0.76 0.45 0.26 0.52 0.87 0.15 0.17 0.06 Control Delay(slveh) 7.9 22.8 29.7 12.7 37.2 43.4 39.9 35.5 34.7 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(slveh) 7.9 22.8 29.7 12.7 37.2 43.4 39.9 35.5 34.7 0.3 Queue Length 50th(ft) 16 346 89 173 39 115 92 12 34 0 Queue Length 95th(ft) 39 437 #262 256 74 170 #203 32 65 0 Internal Link Dist(ft) 512 221 555 529 Turn Bay Length(ft) 225 225 135 135 180 150 Base Capacity(vph) 404 1739 383 2055 351 482 429 184 482 503 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.69 0.76 0.45 0.19 0.38 0.73 0.11 0.12 0.05 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It am full.syn HCM 7th Signalized Intersection Summary Long Total PM 84: Centre/Center & Prospect Full Access s --b- -,* 4.- T �► 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 0 t r t r Traffic Volume(veh/h) 38 1220 80 329 1388 42 79 86 401 68 152 81 Future Volume(veh/h) 38 1220 80 329 1388 42 79 86 401 68 152 81 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.91 0.83 0.90 0.83 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/In 1870 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 40 1271 80 343 1446 43 82 90 149 71 158 13 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 276 2046 129 390 2373 70 177 339 238 204 339 238 Arrive On Green 0.03 0.60 0.60 0.10 0.67 0.67 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow,veh/h 1781 3388 213 1781 3523 105 1110 1870 1314 1028 1870 1314 Grp Volume(v),veh/h 40 665 686 343 728 761 82 90 149 71 158 13 Grp Sat Flow(s),veh/h/In 1781 1777 1824 1781 1777 1850 1110 1870 1314 1028 1870 1314 Q Serve(g_s),s 1.0 28.4 28.6 8.4 27.2 27.3 8.6 5.0 12.6 7.7 9.1 1.0 Cycle Q Clear(g_c),s 1.0 28.4 28.6 8.4 27.2 27.3 17.6 5.0 12.6 12.6 9.1 1.0 Prop In Lane 1.00 0.12 1.00 0.06 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 276 1073 1102 390 1197 1246 177 339 238 204 339 238 V/C Ratio(X) 0.14 0.62 0.62 0.88 0.61 0.61 0.46 0.27 0.63 0.35 0.47 0.05 Avail Cap(c_a),veh/h 322 1073 1102 564 1197 1246 304 553 389 322 553 389 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 1.00 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 9.8 15.0 15.1 20.0 10.8 10.9 51.8 42.3 45.4 47.7 44.0 40.6 Incr Delay(d2),s/veh 0.2 2.7 2.7 10.8 2.3 2.2 1.9 0.4 2.7 1.0 1.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.4 11.5 11.9 7.2 10.4 10.8 2.5 2.3 4.2 2.0 4.3 0.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 10.0 17.7 17.7 30.8 13.1 13.1 53.7 42.7 48.1 48.7 45.0 40.7 LnGrp LOS B B B C B B D D D D D D Approach Vol,veh/h 1391 1832 321 242 Approach Delay,s/veh 17.5 16.4 48.0 45.8 Approach LOS B B D D Timer-Assigned Phs 2 3 4 6 7 8 Phs Duration(G+Y+Rc),s 26.2 16.3 77.5 26.2 7.9 85.8 Change Period(Y+Rc),s 5.5 5.0 6.0 5.5 5.0 6.0 Max Green Setting(Gmax),s 34.5 23.0 46.0 34.5 6.0 63.0 Max Q Clear Time(g_c+11),s 14.6 10.4 30.6 19.6 3.0 29.3 Green Ext Time(p-c),s 0.8 0.9 4.9 1.1 0.0 6.8 Intersection Summary HCM 7th Control Delay,s/veh 21.4 HCM 7th LOS C Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It pm full.syn Timing Report, Sorted By Phase Long Total PM 84: Centre/Center & Prospect Full Access ♦ - --,, T 1 �- Phase Number 2 3 4 6 7 8 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None None C-Max Maximum Split(s) 40 28 52 40 11 69 Maximum Split(%) 33.3% 23.3% 43.3% 33.3% 9.2% 57.5% Minimum Split(s) 23.5 11 26 24 11 25 Yellow Time(s) 3 5 4 4 5 4 All-Red Time(s) 2.5 0 2 1.5 0 2 Minimum Initial(s) 7 4 10 7 4 10 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 Don't Walk(s) 11 13 11 11 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time(s) 16 56 84 16 56 67 End Time(s) 56 84 16 56 67 16 Yield/Force Off(s) 50.5 79 10 50.5 62 10 Yield/Force Off 170(s) 39.5 79 117 39.5 62 119 Local Start Time(s) 6 46 74 6 46 57 Local Yield(s) 40.5 69 0 40.5 52 0 Local Yield 170(s) 29.5 69 107 29.5 52 109 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 10(8%), Referenced to phase 4:EBTL and 8:WBTL,Start of Yellow Splits and Phases: 84:Centre/Center&Prospect it w " 02 � 03 � 04(R) , 1 06 � 07 +T 08(R) , Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It pm full.syn Queues Long Total PM 84: Centre/Center & Prospect Full Access s -* t �► 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 40 1354 343 1490 82 90 418 71 158 84 v/c Ratio 0.17 0.83 0.82 0.68 0.49 0.28 0.87 0.39 0.49 0.23 Control Delay(slveh) 10.7 33.7 45.8 17.1 51.4 41.4 29.8 46.5 47.0 3.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(slveh) 10.7 33.7 45.8 17.1 51.4 41.4 29.8 46.5 47.0 3.6 Queue Length 50th(ft) 6 458 182 339 59 62 82 50 114 0 Queue Length 95th(ft) 24 #745 #377 607 96 94 196 83 154 18 Internal Link Dist(ft) 674 171 555 522 Turn Bay Length(ft) 225 225 135 135 180 150 Base Capacity(vph) 233 1628 433 2186 272 532 590 294 532 530 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.17 0.83 0.79 0.68 0.30 0.17 0.71 0.24 0.30 0.16 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It pm full.syn HCM 7th TWSC Long Total AM 9: Prospect & Full Access Full Access Intersection Int Delay,s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations VIi tt 0 Y Traffic Vol,veh/h 3 1302 1085 6 5 5 Future Vol,veh/h 3 1302 1085 6 5 5 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 150 - - 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 4 1532 1276 7 6 6 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 1284 0 0 2053 642 Stage 1 - - - 1280 - Stage 2 - - - 773 - Critical Hdwy 4.14 - - 6.84 6.94 Critical Hdwy Stg 1 - - - 5.84 - Critical Hdwy Stg 2 - - - 5.84 - Follow-up Hdwy 2.22 - - 3.52 3.32 Pot Cap-1 Maneuver 536 - - 48 417 Stage 1 - - - 225 - Stage 2 - - - 416 - Platoon blocked,% - - Mov Cap-1 Maneuver 536 - - 48 417 Mov Cap-2 Maneuver - - - 48 - Stage 1 - - - 223 - Stage 2 - - - 416 - Approach EB WB SB HCM Ctrl Dly,s/v 0.03 0 53.68 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 536 - 86 HCM Lane V/C Ratio 0.007 - 0.138 HCM Ctrl Dly(s/v) 11.8 - 53.7 HCM Lane LOS B - F HCM 95th%tile Q(veh) 0 - 0.5 Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It am full.syn HCM 7th TWSC Long Total PM 9: Prospect & Full Access Full Access Intersection Int Delay,s/veh 3.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations tt +I Y Traffic Vol,veh/h 11 1678 1746 20 13 13 Future Vol,veh/h 11 1678 1746 20 13 13 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 150 - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 12 1804 1877 22 14 14 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 1899 0 0 2814 949 Stage 1 - - - 1888 - Stage 2 - - - 926 - Critical Hdwy 4.14 - - 6.84 6.94 Critical Hdwy Stg 1 - - - 5.84 - Critical Hdwy Stg 2 - - - 5.84 - Follow-up Hdwy 2.22 - - 3.52 3.32 Pot Cap-1 Maneuver 310 - - 14 261 Stage 1 - - - 105 - Stage 2 - - - 346 - Platoon blocked,% - - Mov Cap-1 Maneuver 310 - - —14 261 Mov Cap-2 Maneuver - - - —14 - Stage 1 - - - 101 - Stage 2 - - - 346 - Approach EB WB SB HCM Ctrl Dly,s/v 0.11 0 $415.57 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 310 - 26 HCM Lane V/C Ratio 0.038 - 1.068 HCM Ctrl Dly(s/v) 17.1 - -$415.E HCM Lane LOS C - F HCM 95th%tile Q(veh) 0.1 - 3.4 Notes -:Volume exceeds capacity $:Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It pm full.syn HCM 7th AWSC Long Total AM 1: Center & Lake Full Access Intersection Intersection Delay,s/veh 9.4 Intersection LOS A Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ *T y Traffic Vol,veh/h 159 36 38 153 49 111 Future Vol,veh/h 159 36 38 153 49 111 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 187 42 45 180 58 131 Number of Lanes 1 0 0 1 1 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay,s/veh 9.4 9.7 9.1 HCM LOS A A A Lane NBLnl EBLnl WBLnl Vol Left, % 31% 0% 20% Vol Thru,% 0% 82% 80% Vol Right,% 69% 18% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 160 195 191 LT Vol 49 0 38 Through Vol 0 159 153 RT Vol 111 36 0 Lane Flow Rate 188 229 225 Geometry Grp 1 1 1 Degree of Util(X) 0.241 0.289 0.292 Departure Headway(Hd) 4.609 4.531 4.678 Convergence,Y/N Yes Yes Yes Cap 777 791 766 Service Time 2.653 2.571 2.72 HCM Lane V/C Ratio 0.242 0.29 0.294 HCM Control Delay,s/veh 9.1 9.4 9.7 HCM Lane LOS A A A HCM 95th-tile Q 0.9 1.2 1.2 Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It am full.syn HCM 7th AWSC Long Total PM 1: Center & Lake Full Access Intersection Intersection Delay,s/veh 11.7 Intersection LOS B Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ #1 y Traffic Vol,veh/h 213 57 118 259 69 70 Future Vol,veh/h 213 57 118 259 69 70 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 229 61 127 278 74 75 Number of Lanes 1 0 0 1 1 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay,s/veh 10.6 13.1 9.9 HCM LOS B B A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 50% 0% 31% Vol Thru,% 0% 79% 69% Vol Right,% 50% 21% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 139 270 377 LT Vol 69 0 118 Through Vol 0 213 259 RT Vol 70 57 0 Lane Flow Rate 149 290 405 Geometry Grp 1 1 1 Degree of Util(X) 0.219 0.377 0.532 Departure Headway(Hd) 5.284 4.669 4.721 Convergence,Y/N Yes Yes Yes Cap 673 766 758 Service Time 3.367 2.731 2.778 HCM Lane V/C Ratio 0.221 0.379 0.534 HCM Control Delay,s/veh 9.9 10.6 13.1 HCM Lane LOS A B B HCM 95th-tile Q 0.8 1.8 3.2 Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It pm full.syn HCM 7th TWSC Long Total AM 5: Site Access & Lake Full Access Intersection Int Delay,s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ +1 Y Traffic Vol,veh/h 262 8 8 179 12 8 Future Vol,veh/h 262 8 8 179 12 8 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop 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 308 9 9 211 14 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 318 0 542 313 Stage 1 - - - - 313 - Stage 2 - - - - 229 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1242 - 501 727 Stage 1 - - - - 741 - Stage 2 - - - - 809 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 1242 - 497 727 Mov Cap-2 Maneuver - - - - 497 - Stage 1 - - - 741 - Stage 2 - - - 802 - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.34 11.6 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 569 - 77 - HCM Lane V/C Ratio 0.041 - 0.008 - HCM Ctrl Dly(s/v) 11.6 - 7.9 0 HCM Lane LOS B - A A HCM 95th%tile Q(veh) 0.1 - 0 - Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It am full.syn HCM 7th TWSC Long Total PM 5: Site Access & Lake Full Access Intersection Int Delay,s/veh 1.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ +T Y Traffic Vol,veh/h 259 24 23 342 35 26 Future Vol,veh/h 259 24 23 342 35 26 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length - - - 0 - Veh in Median Storage,# 0 - 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 288 27 26 380 39 29 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 314 0 732 301 Stage 1 - - - - 301 - Stage 2 - - - - 431 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1246 - 388 739 Stage 1 - - - - 751 - Stage 2 - - - - 655 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 1246 - 378 739 Mov Cap-2 Maneuver - - - - 378 - Stage 1 - - - 751 - Stage 2 - - - 638 - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.5 13.78 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 477 - 113 - HCM Lane V/C Ratio 0.142 - 0.021 - HCM Ctrl Dly(s/v) 13.8 - 8 0 HCM Lane LOS B - A A HCM 95th%tile Q(veh) 0.5 - 0.1 - Scenario 1 City of Fort Collins Signal Timing 01/06/2025 Synchro 12 Light Report It pm full.syn APPENDIX J 7 7i Lake Prospect a� U a� a� 0 U SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA _—o'/1—DELICH —7,1 1—ASSOCIATES Prospect Plaza Student Housing TIS,April 2024 Pedestrian LOS Worksheet Project Location Classification: Pedestrian District Description of Destination Level of Service(minimum based on project location classification) Applicable Destination Area Street visual Area Within 1320' Classification Directness Continuity Crossings Ameest& Security ies Minimum A A B A A 1 CSU Campus School Actual A A B A A Proposed A A B A A Minimum A A B A A 2 CSU Student Housing Residential Actual A A B A A Proposed A A B A A Minimum A A B A A 3 CSU Student Housing Residential Actual A A B A A Proposed A A B A A Minimum A A B A A 4 Commercial Uses Commercial Actual A A B A A Proposed A A B A A Minimum A A B A A 5 Commercial Uses Commercial Actual A A B A A Proposed A A B A A Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 9 0 Actual Proposed 7 7i Lake K l Prospect a) U m 0 U SCALE: 1"=500' BICYCLE INFLUENCE AREA _—o'/1—DELICH -7,1 1—ASSOCIATES Prospect Plaza Student Housing TIS,April 2024 Bicycle LOS Worksheet Level of Service—Connectivity Minimum Actual Proposed Base Connectivity: C B B Specific connections to priority sites: Description of Destination Applicable Destination Area Area Within 1320' Classification 1 CSU Campus School A A 2 3 4 5 6 7 8