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UNION PARK - FDP240004 - SUBMITTAL DOCUMENTS - ROUND 2 - Traffic Study
UNION PARK MIXED-USE TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO JANUARY 2024 Prepared for: Landmark Homes 6341 Fairgrounds Avenue, Suite 100 Windsor, CO 80550 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Fort Collins, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 `--- , �'1���,�s�� � �! �/ /.■.� �� �� ,�../ � � �.�, . _ �>� / ll �z� : � � ��; s � .t ,,, t, �� Project #2233 TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................1 II. EXISTING CONDITIONS ..........................................................................................2 LandUse .........................................................................................................................2 Roads.............................................................................................................................. 2 ExistingTraffic .................................................................................................................5 ExistingOperation ........................................................................................................... 5 PedestriansFacilities ...................................................................................................... 9 BicycleFacilities ..............................................................................................................9 TransitFacilities .............................................................................................................. 9 AccidentAnalysis ............................................................................................................ 9 III. PROPOSED DEVELOPMENT ............................................................................... 11 TripGeneration ............................................................................................................. TripDistribution ............................................................................................................. Background Traffic Projections ..................................................................................... TrafficAssignment ......................................................................................................... TotalTraffic ................................................................................................................... Connection to Paddington Road ................................................................................... SignalWarrants ............................................................................................................. Geometry...................................................................................................................... 11 11 11 17 17 17 24 24 OperationsAnalysis ...................................................................................................... 24 Pedestrian Level of Service ........................................................................................... 28 Bicycle Level of Service ................................................................................................ 33 TransitLevel of Service ................................................................................................. 33 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 34 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 13 3. Short Range (2028) Background Peak Hour Operation .......................................... 27 4. Long Range (2045) Background Peak Hour Operation ........................................... 29 5. Short Range (2028) Total Peak Hour Operation ..................................................... 30 6. Long Range (2045) Total Peak Hour Operation with Paddington Road Connection and Signal at the Ziegler/Paddington-Grand Teton Intersection........... 31 7. Long Range (2045) Total Peak Hour Operation with Paddington Road Connection but No Signal at the Ziegler/Paddington-Grand Teton Intersection ...... 32 �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry ..................................................................................4 3. Recent Peak Hour Traffic ........................................................................................ 4. Averaged/Balanced Recent Peak Hour Traffic ......................................................... 5. Site Plan .................................................................................................................. 6. Trip Distribution ....................................................................................................... 7. Short Range (2028) Background Peak Hour Traffic ................................................ 8. Long Range (2045) Background Peak Hour Traffic ................................................. 9. Site Generated Peak Hour Traffic with No Connection to Paddington Road........... 10. Site Generated Peak Hour Traffic with the .6 .7 12 14 15 16 18 Paddington Road Connection and Signal ................................................................ 19 11. Site Generated Peak Hour Traffic with the Paddington Road Connection and No Signal .......................................................... 20 12. Short Range (2028) Total Peak Hour Traffic ........................................................... 21 13. Long Range (2045) Total Peak Hour Traffic with Paddington Road Connection and Signal ................................................................22 14. Long Range (2045) Total Peak Hour Traffic with Paddington Road Connection and No Signal .......................................................... 23 15. Short Range (2028) Geometry ................................................................................ 25 16. Long Range (2045) Geometry ................................................................................. 26 APPENDICES A. Study Limits/Base Assumptions Form B. Recent Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions D. Peak Hour Signal Warrants E. Short Range (2028) Background Peak Hour Operation F. Long Range (2045) Background Peak Hour Operation G. Short Range (2028) Total Peak Hour Operation H. Long Range (2045) Total Peak Hour Operation I. Pedestrian/Bicycle Level of Service �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES I. INTRODUCTION This Transportation Impact Study (TIS) addresses the capacity, geometric, and control requirements for the proposed Union Park Mixed-Use development. The proposed Union Park Mixed-Use development is located west of Ziegler Road and south of Paddington Road in Fort Collins, Colorado. This TIS addresses both the short range (2028) and the long range (2045) futures. During the course of this analysis, numerous contacts were made with City staff, the project developer (Landmark Homes), the project planning consultant (TB Group), and the project engineering consultant (Highland Development Services, Inc.). Since this land is within the City of Fort Collins, the traffic impact study guidelines for Fort Collins, as contained in the "Larimer County Urban Area Street Standards" (LCUASS) were used. The study involved the following steps: - Collect physical, traffic, and development data; - Perform trip generation, trip distribution, and trip assignment; - Determine peak hour traffic volumes; - Conduct capacity and operational level of service analyses on key intersections; - Analyze signal warrants and geometric requirements. The following intersections, as agreed to in the scoping discussions, were addressed in this traffic study: Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, Corbett/ Target Service Access, and Corbett/Lowes Service Access-Site Access intersections. Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for the Union Park Mixed-Use development. The long range (2045) analysis in this TIS serves as a replacement of the "Ziegler- Corbett/Union Park Mixed-Use Master Transportation Impact Study," dated December 2023. It addresses the staff comments and access changes pertaining to the previous submittal. Particularly it addresses a long range (2045) connection from the site to Paddington Road and a potential signal at the Ziegler/Paddington-Grand Teton intersection. �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 1 II. EXISTING CONDITIONS The location of the Union Park Mixed-Use site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use The project site is currently vacant. The land surrounding the site consists of primarily commercial and residential uses. There are commercial uses to the south (Front Range Village) and southeast (HP Campus) of the site. There are residential uses to the north, northeast, and west of the site. The center of Fort Collins lies to the northwest of the Union Park Mixed-Use site. Roads The primary streets near the Union Park Mixed-Use site are Ziegler Road, Council Tree Avenue, Corbett Drive, Hidden Pond Drive, and Paddington Road. The existing geometry and control at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access intersections is shown in Figure 2. Ziegler Road is to the east of (adjacent to) the Union Park Mixed-Use site. It is a north-south street designated as a four-lane arterial street between Horsetooth Road and Rock Creek Drive on the Fort Collins Master Street Plan. Currently, Ziegler Road has a four-lane cross section and an existing posted speed of 40 mph. At the Ziegler/Council Tree-HP Access intersection, Ziegler Road has northbound and southbound left-turn lanes, two through lanes in each direction, and northbound and southbound right-turn lanes. The Ziegler/Council Tree-HP Access intersection has signal control. At the Ziegler/Target Service Access intersection, Ziegler Road has a northbound left-turn lane and two through lanes in each direction. The Ziegler/Target Service Access intersection has stop sign control on the Target Service Access. At the Ziegler/Hidden Pond intersection, Ziegler Road has a center two-way continuous left-turn lane and two through lanes in each direction. The Ziegler/Hidden Pond intersection has stop sign control on Hidden Pond Drive. At the Ziegler/Paddington-Grand Teton intersection, Ziegler Road has northbound and southbound left-turn lanes and two through lanes in each direction. The Ziegler/Paddington-Grand Teton intersection has stop sign control on Paddington Road-Grand Teton Place. Council Tree Avenue is an east-west street designated as a local street on the Fort Collins Master Street Plan. Currently, Council Tree Avenue provides access to the Front Range Village shopping center and has a four-lane cross section. The east leg of the Ziegler/Council Tree-HP Access intersection provides access to the HP Campus and has a four-lane cross section. At the Ziegler/Council Tree-HP Access intersection, Council Tree Avenue-HP Access has eastbound and westbound left-turn lanes, one through lane in each direction, and a westbound right-turn lane. �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 2 SCALE: 1 "=2000' SITE LOCATION �� L-DELICH � � rASSOCIATES Figure 1 Union Park Mixed-Use TIS, January 2024 Page 3 /, r 3rand Teton Iden Pond LowE Servi Acce HP Access EXISTING INTERSECTION GEOMETRY Figure 2 �� �--DELICH Union Park Mlxed-Use TIS, January 2024 � � rASSOCIATES Page 4 Two-way Continuous � � Left-turn Lane N Paddington Road-Grand Teton Place is to the north of the Union Park Mixed-Use site. Paddington Road is designated as a collector street on the Fort Collins Master Street Plan. Paddington Road was built prior to the adoption of LCUASS. Therefore, it does not meet most of the collector street criteria (width, bike lanes, etc.). Grand Teton Place is designated as a local street. Currently, Paddington Road and Grand Teton Place have two-lane cross sections (no center lane). At the Ziegler/ Paddington-Grand Teton intersection, Paddington Road and Grand Teton Place are striped as having all eastbound and westbound movements combined into single lanes. Corbett Drive is to the west of the Union Park Mixed-Use site. Corbett Drive is designated as a collector street on the Fort Collins Master Street Plan. Currently, Corbett Drive has a two-lane cross section (no center lane). At the Corbett/ Target Service Access and Corbett/Lowes Service Access intersections, Corbett Drive has all northbound and southbound movements combined into single lanes. Corbett Drive serves the Front Range Village to the south and Affinity Senior Housing to the north. Existing Traffic Recent peak hour traffic volumes at the Ziegler/Council Tree-HP Access, Ziegler/ Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/ Target Service Access, and Corbett/Lowes Service Access intersections are shown in Figure 3. The counts at the Ziegler/Council Tree-HP Access intersection were obtained in August 2019 by the City of Fort Collins. The counts at the Ziegler/Target Service Access, Ziegler/Hidden Pond, and Ziegler/Paddington-Grand Teton intersections were obtained in September 2021. The counts at the Corbett/Target Service Access, and Corbett/Lowes Service Access intersections were obtained in January 2023. Raw traffic count data is provided in Appendix B. Since counts were obtained on different days and different years, the volumes were averaged/balanced between the intersections and are shown in Figure 4. Existing Operation The Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/ Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access intersections were evaluated and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The key intersections currently meet the Fort Collins operational criteria with existing control, signal timing, and geometry. The existing signal timing was used. The intersections were evaluated using techniques provided in the Hiqhway Capacity Manual, 6th Edition. A description of level of service for signalized and unsignalized intersections from the Highway Capacity Manual, 6th Edition and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. At signalized intersections, acceptable operation is considered to be at level of service D overall and level of service E for any approach leg or movement. Acceptable operation is considered to be �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 5 / , � � o ,n � N � N � � � 1 � Grand Teton Hidden Pond Lowes Service o/o � Access 5/3 � � � � N M 1 � ► AM/PM RECENT PEAK HOUR TRAFFIC �� L-DELICH � � rASSOCIATES � � � HP Access � � � � � � N \ � O M <t O � � � � � � � N Figure 3 Union Park Mlxed-Use TIS, January 2024 Page 6 / � Grand Teton Hidden Pond Lowes Service o/o � Access 5/3 � � � � N M 1 � ► AM/PM AVERAGED/BALANCED RECENT PEAK HOUR TRAFFIC �� L—DELICH � � rASSOCIATES � � � HP Access � � � � � � N W � O V V O I� � � � � � � N Figure 4 Union Park Mlxed-Use TIS, January 2024 Page 7 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM EB LT D D EB T/RT D D EB APPROACH D D WB LT D D WB T D D WB RT D D WB APPROACH D D Ziegler/Council Tree-HP Access NB LT A B (signal) NB T A B N B RT A A NB APPROACH A B SB LT A A SB T A B SB RT A B SB APPROACH A B OVERALL A B EB LT/RT B D Ziegler/Target Service Access NB LT C B (stop sign) OVERALL A A WB LT/RT C C Ziegler/Hidden Pond SB LT B B (stop sign) OVERALL A A EB LT/T/RT C C WB LT/T/RT F F Ziegler/Paddington-Grand Teton NB LT B B (stop sign) SB LT B B OVERALL A A WB LT/RT A A Corbett/Target Service Access SB LT/T A A (stop sign) OVERALL A A EB LT/RT A A Corbett/Lowes Service Access NB LT/T A A (stop sign) OVERALL A A �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 8 at level of service D overall and level of service F for any approach leg at unsignalized intersections. It is important to note that a southbound right-turn lane is warranted at the Ziegler/Target Service Access intersection with the existing peak hour volumes. In the neighborhood meeting, residents in the area mentioned that there were few gaps in the traffic on Ziegler Road that made it difficult to make minor street left-turns, particularly at the Ziegler/Paddington-Grand Teton intersection. This is reflected in the level of service F conditions shown in Table 1. It is acknowledged that the calculated delay for the minor street left turns is high, especially in the afternoon peak hour. This is due to high through volumes on Ziegler Road. Based upon research (actual delay data), the calculated delay is higher than the actual delay. There is little that can be done to alleviate this condition, except signalization of the Ziegler/Paddington-Grand Teton intersection. An alternative control would be a roundabout, but that may not be possible at this intersection. The final solution is beyond the scope of a transportation impact study for a development that will not contribute any/significant traffic to the minor street legs. With that said, the peak hour level of service F for the minor street legs meets the operational criteria of the City of Fort Collins. Pedestrian Facilities There are sidewalks along all streets in the area of the Union Park Mixed-Use site. Bicycle Facilities There are bicycle lanes along Harmony Road, Ziegler Road, Corbett Drive, and Council Tree Avenue. Transit Facilities Currently, this area of Fort Collins is served by Transfort Route 16 service on Harmony Road. Accident Analysis Accident data was obtained from the City of Fort Collins for Ziegler Road from the Ziegler/Council Tree-HP Access intersection to the Ziegler/Paddington-Grand Teton intersection for five years plus nine months of 2021. At the Ziegler/Council Tree-HP Access intersection, there were 37 reported accidents: 11 rear-end accidents, 15 accidents involving turning vehicles, five right-angle accidents, three side-swipe accidents, two involving hitting a fixed object, and one involving a bicycle. The number and type of accidents at the Ziegler/Council Tree-HP Access intersection is typical for a signalized intersection. �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 9 At the Ziegler/Paddington-Grand Teton intersection, there were four reported accidents: three right-angle accidents and one accident that was parking related. The number and type of accidents at the Ziegler/Paddington-Grand Teton intersection is typical for a stop sign controlled intersection. There were seven mid-block accidents in this section of Ziegler Road. All were right-angle accidents. �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 10 III. PROPOSED DEVELOPMENT The proposed Union Park Mixed-Use will consist of approximately 23,100 square feet of office, 17,000 square feet of commercial/retail, a 10,000 square foot day care center, 142 attached single-family dwelling units, and 461 apartment dwelling units. Figure 5 shows a site plan of the proposed Union Park Mixed-Use site. The short range analysis (Year 2028) includes development of the proposed Union Park Mixed-Use site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The long range analysis year is considered to be 2045. Access to the Union Park Mixed-Use site will be via one proposed full-movement access to/from Ziegler Road that will line up with Hidden Pond Drive. There will also be access to/from Corbett Drive on the west side of the site. In the long range (2045) future, it was assumed that a local street connection to Paddington Road would be constructed. This connection would likely warrant signalization of the Ziegler/Paddington-Grand Teton intersection. Trip Generation Trip generation is important in considering the impact of a development on the existing and proposed street system. Trip Generation, 11t" Edition, ITE was used to determine the trips that would be generated by the Union Park Mixed-Use development. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation from the site on a daily and peak hour basis. The trip generation for full development of the Union Park Mixed-Use site resulted in 5,286 daily trip ends, 441 morning peak hour trip ends, and 551 afternoon peak hour trip ends. Trip Distribution Trip distribution for the Union Park Mixed-Use site was estimated using knowledge of the existing and planned street system, existing traffic patterns, development trends, and engineering judgment. Figure 6 shows the trip distribution for the short range (2028) and long range (2045) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. Background Traffic Projections Background traffic projections for the short range (2028) and long range (2045) future horizons were developed by factoring the volumes on Ziegler Road by approximately two percent per year. The traffic on Council Tree Avenue and the HP Access was factored by approximately 0.5 percent per year. Figures 7 and 8 respectively �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 11 z SCALE: 1 "=200' i / a j' ITE PLAN S - -=-a-L-- ZIEGLER ROAD � Figure 5 �/ �-DELICH ASSOCIATES Union Park Mixed-Use TIS, January 2024 � � r Page 12 TABLE 2 Trip Generation AWDTE AM Peak Hour PM Peak Hour Code Use Size Rate Trips Rate In Rate Out Rate In Rate Out Area A 215 ��a �� m�y 57 D.U. EQ 414 EQ 7 EQ 20 EQ 19 EQ 13 Area B 215 ��a �� ��y 79 D.U. EQ 572 EQ 9 EQ 29 EQ 27 EQ 19 Area C 220 �0��� 212 D.U. EQ 1434 EQ 21 EQ 68 EQ 70 EQ 42 Multifamil 221 ���� 245 D.U. EQ 1122 EQ 22 EQ 74 EQ 58 EQ 38 Multifamil Subtotal 2556 43 142 128 80 Area D Saath 215 ��a� ��y 6 D.U. 7.20 44 0.12 1 0.36 2 0.34 2 0.23 1 220 �0��� 4 D.U. 6.74 26 0.10 0 0.30 2 0.32 1 0.19 1 Multifamily 712 SmallOffioe K� 14.39 88 1.37 8 0.30 2 0.73 4 1.43 9 Subtotal 158 9 6 7 11 Area D North 822 �� K� 17A KSF 54.45 926 1.42 24 0.94 16 3.295 56 3.295 56 710 Office 17A KSF 10.84 184 1.34 23 0.18 3 0.24 4 1.20 20 � �� re 10A KSF 47.62 476 5.83 58 5.17 52 5.23 52 5.89 59 Subtotal 1586 105 71 112 135 Total 5286 173 268 293 258 �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 13 SCALE: 1 "=600' TRIP DISTRIBUTION �� L-DELICH � � rASSOCIATES Figure 6 Union Park Mixed-Use TIS, January 2024 Page 14 / , � N M � � W � N � � 1 � Grand Teton Hidden Pond rn o � o cv / 1 � Lowes Service o/o � Access 5/3 � � � � N M 1 � ► AM/PM Council Tree 42/218 � 17/30 — 77/277 � SHORT RANGE (2028) BACKGROUND PEAK HOUR TRAFFIC �� L-DELICH � � � HP Access � � � w �n � N O � O V � � � � O � � � � N Figure 7 ASSOCIATES Union Park Mlxed-Use TIS, January 2024 � � r Page 15 / , � M � ��"' �15/15 "I� � "� � NOM J � � � 15/5 Paddington 5�5 � � � � Grand Teton NOM —� o � � 55/55 � � c�o 0 c� � v Lowes Service Access 0 N O � O N � I ��� � � � 5/5 �� o � �n o � N � � `�I `� 5/5 i � � 30/40 1 � � o �n M N � O � � L � U Target S@I'VICe Access 0 rn � 0 v ,n �I iO � 5/5 i � � 5/5 1 � � Hidden Pond � � � � r � � V 0 rn � m o � �rn o v � 1 10/60 � � � � � o� � � V F AM/PM Rounded to Nearest 5 Vehicles � � � � � v �., N � � 5/135 °I' � � — 10/50 J � � � 5/65 / Council Tree �0�290 �� �� HP Access 20/35 — o o � 85/300 � ch � �, u� � � �� � � � � � � N LONG RANGE (2045) BACKGROUND PEAK HOUR TRAFFIC �� L—DELICH Figure 8 ASSOCIATES Union Park Mlxed-Use TIS, January 2024 � � r Page 16 show the short range (2028) and long range (2045) background weekday peak hour traffic at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/ Lowes Service Access intersections. Traffic Assignment Trip assignment is the product of both the trip generation and trip distribution processes. Figure 9 shows the site generated weekday peak hour traffic at the Ziegler/ Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/ Lowes Service Access-Site Access intersections with no connection to Paddington Road. This is the scenario that will be analyzed in the short range (2028) future. Figure 10 shows the site generated weekday peak hour traffic at the key intersections with the Paddington Road connection with signalization of the Ziegler/Paddington-Grand Teton intersection. Figure 11 shows the site generated weekday peak hour traffic at the key intersections with the Paddington Road connection but no signal at the Ziegler/ Paddington-Grand Teton intersection. Total Traffic The traffic volumes generated by the proposed Union Park Mixed-Use development were added to the background traffic volumes to produce the total traffic volume forecasts for the short range (2028) and long range (2045) futures. Figure 12 shows the short range (2028) total weekday peak hour traffic at the Ziegler/Council Tree- HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/ Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access-Site Access intersections. Figure 13 shows the long range (2045) total weekday peak hour traffic at the key intersections with the expected signal at the Ziegler/ Paddington-Grand Teton intersection. When the expected signal at the Ziegler/ Paddington-Grand Teton intersection is installed, some English Ranch Neighborhood, Front Range Village, and Affinity Senior Housing traffic may/will find it easier to use the newly installed signal than other routes. This adjustment in traffic volumes is reflected in the long range (2045) total weekday peak hour traffic. Figure 14 shows the long range (2045) total weekday peak hour traffic at the key intersections with the Paddington Road connection but no signal at the Ziegler/Paddington-Grand Teton intersection. Connection to Paddington Road City staff requested additional traffic counts and speed data at three locations (Paddington Road, Kingsley Drive, and Sunstone Drive). This information was provided in a technical memorandum in December 2023. �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 17 /, � N � N L N � _ 3rand Teton Iden Pond Lowe Servic Acce� P Access SITE GENERATED PEAK HOUR TRAFFIC WITH NO CONNECTION TO PADDINGTON ROAD �� L—DELICH � � rASSOCIATES Figure 9 Union Park Mlxed-Use TIS, January 2024 Page 18 - Commercial N � N / , T N � � N � N L � � 3rand Teton Iden Pond Lowe Servic Acces P Access N � SITE GENERATED PEAK HOUR TRAFFIC N WITH THE PADDINGTON ROAD CONNECTION AND SIGNAL Figure 10 �� �--DELICH Union Park Mlxed-Use TIS, January 2024 � � rASSOCIATES Page 19 / , T N � � N � N L � � 3rand Teton Iden Pond Lowe Servic Acces P Access SITE GENERATED PEAK HOUR TRAFFIC WITH THE PADDINGTON ROAD CONNECTION AND NO SIGNAL N � N Figure 11 �� �--DELICH Union Park Mlxed-Use TIS, January 2024 � � rASSOCIATES Page 20 / , � N � � � � � � N � � 1 � Grand Teton �t � Hidden Pond � � � � � M � N � � � N � O Lowes Service Access � AM/PM SHORT RANGE (2028) TOTAL PEAK HOUR TRAFFIC Council Tree 3o/�so � 17/30 — ���2�� � � � � HP Access � � � � � rn o in � � � � o N � � N N Figure 12 �� �--DELICH Union Park Mlxed-Use TIS, January 2024 � � rASSOCIATES Page 21 / � � a� � � Grand Teton Lowes Service Access F AM/PM Rounded to Nearest 5 Vehicles �t � Hidden Pond � o u� �n o � � �n �n o N �Y � � � 0 0 � � v � M d � tC7 � � � � � � � � N HP Access LONG RANGE (2045) TOTAL PEAK HOUR TRAFFIC WITH PADDINGTON ROAD CONNECTION AND SIGNAL Figure 13 �� �--DELICH Union Park Mlxed-Use TIS, January 2024 � � rASSOCIATES Page 22 / � � a� � � Grand Teton Lowes Service Access F AM/PM Rounded to Nearest 5 Vehicles �t � Hidden Pond � o u� �n o � � �n �n o N �Y � � � 0 0 � � v � M d � tC7 � � � � � � � � N HP Access LONG RANGE (2045) TOTAL PEAK HOUR TRAFFIC WITH PADDINGTON ROAD CONNECTION AND NO SIGNAL Figure 14 �� �--DELICH Union Park Mlxed-Use TIS, January 2024 � � rASSOCIATES Page 23 Signal Warrants As a matter of policy, traffic signals are not installed at any location until such time that signal installation warrants are met according to the Manual on Uniform Traffic Control Devices. The Ziegler/Council Tree-HP Access intersection is currently signalized. For the streets in the vicinity of Union Park Mixed-Use, four hour and/or eight hour signal warrants are applicable. These warrants require much data and are applied when the traffic is actually on the area road system. The peak hour signal warrant utilizes the major street approach volume (both directions) and the minor street approach volume (greatest on one of the minor streets). The analysis procedure is a function of the number of approach lanes on each street. Ziegler Road has two through lanes in each direction. The Site Access, approaching Ziegler Road, will have a two lane approach. Since Hidden Pond Drive has a one lane approach, the eastbound left-turn and through movement will be combined in a single lane. Therefore, only this left-turn and through movement will be used for the peak hour signal warrant. At the major street approach volumes (greaterthan 1,800 vehicles per hour in each peak hour), the signal warrant threshold volume is >_100 vehicles per hour. Using the short range (2028) total weekday peak hour traffic (Figure 12), the Ziegler/Hidden Pond-Site Access intersection will meet peak hour signal warrants during the weekday morning and afternoon peak hours. However, since a signalized intersection is preferred at the Ziegler/Paddington- Grand Teton intersection, it is recommended that the Ziegler/Hidden Pond-Site Access intersection have stop sign control for the short range (2028) future. Using the long range (2045) total weekday peak hour traffic (Figure 13), the Ziegler/Paddington-Grand Teton intersection will meet peak hour signal warrants during the weekday morning and afternoon peak hours. Peak hour signal warrants are provided in Appendix D. Geometry Figures 15 and 16, respectively, show schematics of the short range (2028) and long range (2045) geometry. In the short range (2028) future, the geometry at the Ziegler/ Council Tree-HP Access, Ziegler/Target Service Access, and Ziegler/Paddington-Grand Teton existing intersections was assumed to remain as it exists today. It is recommended that the Ziegler/Hidden Pond-Site Access intersection have stop sign control. All off-site improvements will be completed with the first phase of construction. Operation Analysis Operation analyses were performed at the Ziegler/Council Tree-HP Access, Ziegler/ Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access-Site Access intersections. The operations analyses were conducted for the short range future, reflecting a year 2028 condition, and the long range future, reflecting a year 2045 condition. Table 3 shows the short range (2028) background weekday peak hour operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/ �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 24 /, r 3rand Teton Iden Pond Lowe Servic Acce� HP Access SHORT RANGE (2028) GEOMETRY �� L—DELICH � � rASSOCIATES Figure 15 Union Park Mlxed-Use TIS, January 2024 Page 25 � - Denotes Lane � N /, r 3rand Teton Iden Pond Lowe Servic Acce� HP Access LONG RANGE (2045) GEOMETRY �� L—DELICH � � rASSOCIATES Figure 16 Union Park Mlxed-Use TIS, January 2024 Page 26 � - Denotes Lane � N TABLE 3 Short Range (2028) Background Peak Hour Operation Intersection Movement Level of Service AM PM EB LT D D EB T/RT D D EB APPROACH D D WB LT D D WB T D D WB RT D D WB APPROACH D D Ziegler/Council Tree-HP Access NB LT A D (signal) NB T A B N B RT A A NB APPROACH A B SB LT A B SB T A C SB RT A B SB APPROACH A C OVERALL A C EB LT/RT D E Ziegler/Target Service Access NB LT B B (stop sign) OVERALL A A WB LT/RT C C Ziegler/Hidden Pond SB LT B B (stop sign) OVERALL A A EB LT/T/RT C D WB LT/T/RT F F Ziegler/Paddington-Grand Teton NB LT B B (stop sign) SB LT B B OVERALL A A WB LT/RT A A Corbett/Target Service Access SB LT/T A A (stop sign) OVERALL A A EB LT/RT A A Corbett/Lowes Service Access NB LT/T A A (stop sign) OVERALL A A �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 27 Lowes Service Access intersections. The key intersections meet the Fort Collins level of service standards in the peak hours with the existing geometry. Calculation forms for these analyses are provided in Appendix E. Table 4 shows the long range (2045) background weekday peak hour operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/ Lowes Service Access intersections. The key intersections meet the Fort Collins level of service standards in the peak hours with the existing geometry. Calculation forms for these analyses are provided in Appendix F. Using the traffic volumes shown in Figure 12, Table 5 shows the short range (2028) total weekday peak hour operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access-Site Access intersections. Calculation forms for these analyses are provided in Appendix G. The key intersections meet the Fort Collins level of service standards in the peak hours with the recommended/existing control and geometry. Using the traffic volumes shown in Figure 13, Table 6 shows the long range (2045) total weekday peak hour operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond-Site Access, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access-Site Access intersections. The Ziegler/Paddington-Grand Teton intersection was assumed to be signalized. Calculation forms for these analyses are provided in Appendix H. The key intersections meet the Fort Collins level of service standards in the peak hours with the recommended/existing control and geometry. Table 7 shows the long range (2045) total weekday peak hour operation at the Ziegler/Hidden Pond-Site Access and Ziegler/Paddington-Grand Teton intersections assuming a connection to Paddington Road but no signal at the Ziegler/Paddington- Grand Teton intersection. All of the other key intersections remain the same as that analyzed in the above long range (2045) future. Calculation forms for these analyses are provided in Appendix I. The Ziegler/Hidden Pond-Site Access and Ziegler/Paddington- Grand Teton intersections meet the Fort Collins level of service standards in the peak hours with the stop sign control. Pedestrian Level of Service Appendix J shows a map of the area that is within 1320 feet of the Union Park Mixed-Use site. The Union Park Mixed-Use site is located within an area termed as "other," which sets the level of service threshold at LOS C for all measured factors. There are four destination areas within 1320 feet of the proposed Union Park Mixed-Use site: 1) the residential area to the north and northwest of the site, 2) the commercial uses (Front Range Village) to the south and southwest of the site, 3) the HP Campus, and 4) the �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 28 TABLE 4 Long Range (2045) Background Peak Hour Operation Intersection Movement Level of Service AM PM EB LT D E EB T/RT D D EB APPROACH D E WB LT D D WB T D E WB RT D D WB APPROACH D D Ziegler/Council Tree-HP Access NB LT A E (signal) NB T A B N B RT A A NB APPROACH A C SB LT A B SB T A C SB RT A B SB APPROACH A C OVERALL A C EB RT C C Ziegler/Target Service Access NB LT B C (stop sign) OVERALL A A WB LT/RT D E Ziegler/Hidden Pond SB LT B C (stop sign) OVERALL A A EB LT/T/RT F F WB LT/T/RT F F Ziegler/Paddington-Grand Teton NB LT B C (stop sign) SB LT B C OVERALL A A WB LT/RT A A Corbett/Target Service Access SB LT/T A A (stop sign) OVERALL A A EB LT/RT A A Corbett/Lowes Service Access NB LT/T A A (stop sign) OVERALL A A �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 29 TABLE 5 Short Range (2028) Total Peak Hour Operation Intersection Movement Level of Service AM PM EB LT D D EB T/RT D D EB APPROACH D D WB LT D E WB T D D WB RT D D WB APPROACH D D Ziegler/Council Tree-HP Access NB LT A D (signal) NB T A C N B RT A B NB APPROACH A C SB LT A B SB T A C SB RT A B SB APPROACH A C OVERALL A C EB RT C E Ziegler/Target Service Access NB LT B B (stop sign) OVERALL A A EB LT/T F F EB RT C C EB APPROACH F F Ziegler/Hidden Pond-Site Access Wg LT/T/RT F F (stop sign) NB LT B C SB LT B B OVERALL B F EB LT/T/RT D E WB LT/T/RT F F Ziegler/Paddington-Grand Teton NB LT B C (stop sign) SB LT B B OVERALL A A WB LT/RT A B Corbett/Target Service Access SB LT/T A A (stop sign) OVERALL A A EB LT/T/RT A A WB LT/T/RT A A Corbett/Lowes Service Access NB LT/T/RT A A (stop sign) SB LT/T/RT A A OVERALL A A �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 30 TABLE 6 Long Range (2045) Total Peak Hour Operation With Paddington Road Connection and Signal at the Ziegler/Paddington-Grand Teton Intersection Intersection Movement Level of Service AM PM EB LT E E EB T/RT E D EB APPROACH E E WB LT E E WB T E D WB RT E D WB APPROACH E D Ziegler/Council Tree-HP Access NB LT A D (signal) NB T A A NB RT A A NB APPROACH A B SB LT A B SB T A D SB RT A B SB APPROACH A D OVERALL A C Ziegler/Target Service Access EB RT C C (stop sign) NB LT C C OVERALL A A EB LT/T F F EB RT C C EB APPROACH E F Ziegler/Hidden Pond-Site Access Wg LT/T/RT F F (stop sign) NB LT C C SB LT B B OVERALL A A EB LT/T/RT E E WB LT/T/RT E E N B LT A B NB T A B NB T/RT A B Ziegler/Paddington-Grand Teton NB APPROACH A B (signal) SB LT A A SB T A B SB T/RT A B SB APPROACH A B OVERALL A B WB LT/RT A B Corbett/Target Service Access SB LT/T A A (stop sign) OVERALL A A EB LT/T/RT A A WB LT/T/RT A A Corbett/Lowes Service Access NB LT/T/RT A A (stop sign) SB LT/T/RT A A OVERALL A A �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 31 TABLE 7 Long Range (2045) Total Peak Hour Operation With Paddington Road Connection but No Signal at the Ziegler/Paddington-Grand Teton Intersection Intersection Movement Level of Service AM PM EB LT/T F F EB RT C C EB APPROACH F F Ziegler/Hidden Pond-Site Access �/�Ig LT/T/RT F F (stop sign) NB LT C C SB LT B B OVERALL B E EB LT/T/RT F F WB LT/T/RT F F Ziegler/Paddington-Grand Teton NB LT C C (stop sign) SB LT B C OVERALL A A �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 32 residential area to the east and northeast of the site. There are sidewalks along all streets in the area of the Union Park Mixed-Use site. Sidewalks will be built throughout and adjacent to the development that will connect to existing nearby sidewalks along Ziegler Road and Corbett Road. A pedestrian/bike connection will be provided, connecting to the sidewalks along Paddington Road at Edmonds Road. There is no sidewalk on the south side of Paddington Road (Ziegler Road to Edmonds Road). This sidewalk should have been built with the English Ranch development. It is not the responsibility of the Union Park Mixed-Use development to build this sidewalk since the Union Park Mixed-Use development will not contribute pedestrian traffic along this segment of Paddington Road. As noted below, if the City of Fort Collins decides to signalize the Ziegler/Paddington- Grand Teton intersection, there will be a safe, convenient pedestrian crossing at that intersection. • Directness — The distance ratio to all pedestrian destinations is less than 1.2 (LOS A), except destination 4. The directness for destination 4 can be improved to LOS A with a pedestrian signal or a traffic signal at the Ziegler/Paddington-Grand Teton intersection. If a pedestrian signal is installed, Union Park will contribute a 25 percent cost share. • Continuity — The continuity to all pedestrian destinations will be acceptable at LOS B, since there are existing sidewalks adjacent to all the destination areas. • Street Crossings — The street crossings will be acceptable at LOS B for destination areas 1 and 2. For destination areas 3 and 4, the LOS will be C crossing Ziegler Road at the Ziegler/Council Tree-HP Access signalized intersection and at the pedestrian signal or with a signal at the Ziegler/Paddington- Grand Teton intersection, if the City decides to signalize it. • Visual Interest and Amenity — The visual interest and amenity will be acceptable at LOS B for destination areas 1 and 2. For destination areas 3 and 4, the LOS will be C. • Security — The security is acceptable at LOS B for destination areas 1 and 2. For destination areas 3 and 4, the LOS will be C. Bicycle Level of Service Appendix J shows a map of the area that is within 1320 feet of the Union Park Mixed-Use site. Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of the Union Park Mixed-Use site: 1) the commercial uses (Front Range Village) to the south and southwest of the site. The bicycle level of service is acceptable. The bicycle LOS Worksheet is provided in Appendix J. There are bicycle lanes along Harmony Road, Ziegler Road, Corbett Drive, and Council Tree Avenue. Bicycle lanes are not required on local streets. Transit Level of Service Currently, this area of Fort Collins is served by Transfort Route 16 service on Harmony Road. �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 33 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the transportation impacts associated with the development of Union Park Mixed-Use in Fort Collins, Colorado. This study analyzed the transportation impacts in the short range (2028) and long range (2045) futures. As a result of these analyses, the following is concluded: • Development of the Union Park Mixed-Use site is feasible from a traffic engineering standpoint. The trip generation for full development of the Union Park Mixed-Use site5 resulted in 5,286 daily trip ends, 441 morning peak hour trip ends, and 551 afternoon peak hour trip ends. • Current operation at the Ziegler/Council Tree-HP Access, Ziegler/Target Service Access, Ziegler/Hidden Pond, Ziegler/Paddington-Grand Teton, Corbett/Target Service Access, and Corbett/Lowes Service Access intersections is acceptable based upon City of Fort Collins evaluation criteria. • Using the short range (2028) total weekday peak hour traffic (Figure 12), the Ziegler/Hidden Pond-Site Access intersection will meet peak hour signal warrants during the weekday morning and afternoon peak hours. However, since a signalized intersection is preferred at the Ziegler/Paddington-Grand Teton intersection, it is recommended that the Ziegler/Hidden Pond-Site Access intersection have full- movement stop sign control for the short range (2028) future and long range (2045) future. Using the long range (2045) total weekday peak hour traffic (Figure 13), the Ziegler/Paddington-Grand Teton intersection will meet peak hour signal warrants during the weekday morning and afternoon peak hours. • City staff requested additional traffic counts and speed data at three locations (Paddington Road, Kingsley Drive, and Sunstone Drive). This information was provided in a technical memorandum in December 2023. • Figures 15 and 16 respectively show schematics of the short range (2028) and long range (2045) geometry. • With short range (2028) traffic and the Union Park Mixed-Use development, the key intersections meet the Fort Collins level of service standards in the peak hours with the recommended/existing control and geometry. • With long range (2045) traffic and the key intersections will meet the Fort Collins level of service standards in the peak hours using the recommended/existing control and geometry. • With a pedestrian signal or a traffic signal at the Ziegler/Paddington-Grand Teton intersection, the pedestrian level of service will be acceptable. If a pedestrian signal is installed, Union Park will contribute a 25 percent cost share. The bicycle level of service will be acceptable. Transfort Route 16 provides service on Harmony Road. �� LDELICH Union Park Mixed-Use TIS, January 2024 � � rASSOCIATES Page 34 � �.����_11��, Attachment "A" Transportation Impact Study Base Assumptions Project Information Project Name Union Park Mixed-Use Project Location West of Ziegler Road, North of Front Range Village TIS Assumptions Type of Study Full: Yes Intermediate: MTIS: Memo: Study Area Boundaries North: Paddington South: Council Tree East: Ziegler West: Corbett Study Years Short Range: 2028 Long Range: 2045 Future Traffic Growth Rate 2% per year Study Intersections 1. Ziegler/Council Tree 5. 2. Ziegler/Hidden Pond- 6 Site Access 3. Ziegler/Paddington- Grand Teton 7' 4. Corbett/Site Access 8. Time Period for Study AM: 7:00-9:00 PM: 4:00-6:00 Sat Noon: N/A Trip Generation Rates (see Per ITE attached Trip Adjustment Factors Passby: Per ITE Captive Market: N/A Trip Distribution (see attached) North South East West Mode Split Assumptions N/A Design Vehicle Information Passenger Car Committed Roadway Improvements City Provide Other Traffic Studies Areas Requiring Special Study Connection to Paddington and signal at Ziegler/Paddington intersection Date: Delich Associates Traffic Engineer: November 2, 2023 Local Entity Engineer: Larimer County Urban Area Street Standards — Repealed and Reenacted August 1, 2021 Page 4-35 Adopted by Larimer County, City of Loveland, City of Fort Collins SCALE: 1 "=2000' SITE LOCATION �� L-DELICH � � rASSOCIATES Figure 1 Union Park Mixed-Use TIS, November 2023 Page 3 z SCALE: 1 "=200' i / a j' ITE PLAN S - -=-a-L-- ZIEGLER ROAD � Figure 5 �/ �-DELICH ASSOCIATES Union Park Mixed-Use TIS, November 2023 � � r Page 12 TABLE 2 Trip Generation AWDTE AM Peak Hour PM Peak Hour Code Use Size Rate Trips Rate In Rate Out Rate In Rate Out Area A 215 �� �� �y 57 D.U. EQ 414 EQ 7 EQ 20 EQ 19 EQ 13 Ar� B 215 �� �� ��y T/ D.U. EQ 558 EQ 9 EQ 28 EQ 26 EQ 18 Area C 220 ���� 212 D.U. EQ 1434 EQ 21 EQ 68 EQ 70 EQ 42 Multifamily 221 ��Po� 245 D.U. EQ 1122 EQ 22 EQ 74 EQ 58 EQ 38 Multifarril Subtotal 2556 43 142 128 80 Area D Sa.ith 215 �� �� �y 6 D.U. 7.20 44 0.12 1 0.36 2 0.34 2 0.23 1 220 ��� 4 D.U. 6.74 26 0.10 0 0.30 2 0.32 1 0.19 1 Multifamil 712 Small O(fice K� 14.39 88 1.37 8 0.30 2 0.73 4 1.43 9 Subtotal 158 9 6 7 11 Area D Nath 822 �� K� 17.0 KSF 54.45 926 1.42 24 0.94 16 3.295 56 3.295 56 710 Office 17.0 KSF 10.84 184 1.34 23 0.18 3 0.24 4 1.20 ZO � �� re 10.0 KSF 47.62 476 5.83 58 5.17 52 5.23 52 5.89 59 Subtotal 1586 105 71 112 135 Total 5272 173 267 292 257 SCALE: 1 "=600' TRIP DISTRIBUTION �� L-DELICH � � rASSOCIATES Figure 6 Union Park Mixed-Use TIS, November 2023 Page 14 I�\_�.����_11� � DELICH A.S.SO(�ATES 2272 GIFNI HAVENI DRIVE LO�IEJ_AND, C0 80538 Phor�e: 970 669-2061 = � — = .�_ 1 lLll �_� �.. � � �!_ _ �i�l _\�_ti� R = right tum S = straight L = left tum Date: 8/13/2019 Observer: City af Fat Collins Jurisdiction: Fort Collins I �.'-•i��i 11'.-S?'':tr Irlter'Sec;tiOn: Z�egler/Council Tree-HPA�ess Time Northbound: Z�egler So��thbound: Z�egler Total Eastbound: Council Tree Vlilestbound: I-�Acc�sss Total Total Begins L S R Tatal L S R Total northlsouth L S R Total L S R Total east/west AII 7:30 18 150 9 177 15 196 10 711 39$ 8 5 22 35 0 0 0 0 35 433 7:45 28 148 10 186 34 178 29 241 427 9 2 18 29 1 3 2 6 35 462 8:00 28 122 11 161 22 150 24 196 357 13 4 20 37 1 2 1 4 41 398 8:15 26 133 17 176 29 139 21 189 365 10 5 14 29 0 2 0 2 31 396 4:30 80 198 2 280 7 174 22 203 4$3 52 4 68 124 10 7 26 43 167 650 4:45 62 194 2 258 10 218 17 245 503 58 16 79 153 16 23 32 71 224 727 5:00 82 227 3 312 12 231 22 265 577 41 2 67 110 16 8 40 s4 174 751 5:15 51 160 4 215 7 179 31 217 432 58 7 51 116 15 5 20 40 156 588 DELICH A.S.SO(�ATES 2272 GIFNI HAVENI DRIVE LO�IEJ_AND, C0 80538 Phor�e: 970 669-2061 = � — = .�_ 1 lLll �_� �.. � � �!_ _ �i�l _\� ti� R = right tum S = straight L = left tum Date: 9/28/2021 Observer: Vdde Jurisdiction: Fort Collins I �.'-•��i �1'.-S?' ^tr Irrte�'Sec;tion: Z�egler/Target Service ancess • •• • '� ' • �• • '� - r, r,� •• • t' 'hMx �. •• � r. •�. :.. . 00��00�� ' ' 00��00�� �.� � � I �Om� � � •� m��0�00���00� �0���� �� m .:: �0�00���00� : 11 ��. �� . JI � J• ��.��...��� ���.�. �� ����.��...�� . , I���.�.�m� � � m.��...��� ��m. �� . .: � ~ ��.m�...��� 11 ��.�. � m� , � m.m�...�� . i: �� " .�.����m.m�...�� • � DELICH A.S.SO(�ATES 2272 GIFNI HAVENI DRIVE LO�IEJ_AND, C0 80538 Phor�e: 970 669-2061 = � — = .�_ 1 lLll �_� �.. � � �!_ _ �i�l _\� ti� R = right tum S = straight L = left tum Date: 9/28/2021 Observer: Vdde Jurisdiction: Fort Collins I �.'-•��i �1'.-S?' ^tr Irlter'Sec;tiOn: Z�egler/Hidden Pond • •• • '�' • �• • '�- r, r,� •• • �. •• � �•�' '• • r. •�. :.. � 00��00�� ' ' 00��00�� �.� � � I �.m� ~ ��.��...��.���� �.���� •� . �:: �...��.���� : 11 .���� �� . /. " ...��.���� �.����m.� I � ...��.��� ' • I�.m���m.��...��.���� �.����m. .:: ''Y' ...��.���� 11 .m���m.� �', ...��.��� • 1 �.�����.� � I ...��.���� DELICH A.S.SO(�ATES 2272 GIFNI HAVENI DRIVE LO�IEJ_AND, C0 80538 Phor�e: 970 669-2061 = � — = .�_ 1 lLll �_� �.. � � �!_ _ �i�l _\� ti� R = right tum S = straight L = left tum Date: 9/2�2021 Observer: Vdde Jurisdiction: Fort Collins I �.'-•'tr��i�T Ii'.'.?' :1t1 Irlter'Sec;tiOn: Z�egler/Paddingtor�Cland Teton Time Northbound: Z�egler So��thbound: Z�egler Total Eastbound: Paddir�gton Vlilestbound: Qand Teton Total Total Begins L S R Tatal L S R Total northlsouth L S R Total L S R Total east/west AII 7:30 4 233 1 238 1 251 0 252 490 0 0 21 21 3 0 3 6 27 517 7:45 12 223 4 239 3 293 0 296 535 1 0 17 18 4 0 5 9 27 562 8:00 6 207 3 216 1 277 1 279 495 0 0 8 8 2 0 3 5 13 508 8:15 10 217 2 229 0 199 1 200 429 1 0 11 12 8 0 4 12 24 453 I�m����������m������ �, �mm� �" � �� �� � � ��������� . , �� m������� �� ��m������ .: �m �� ��� �� �� � ��m������ . . �� ! � `ti�• � J !' � J � '� • � i� •• :1 ' 1 � :ti; 1 . _ _�- � - �_ 1 i � ��. .� \_ _ � _ �- .l_ �_- .- «� � lP Date: 1/25/2023 Obseiver: �ldde ' �� -m0�00-0�_-_00-QOOOI �_00�00-00_--Om-O��OI �_00�00-0�_-_00_O���I �_00000-0�---00-O��OI „ �oo�oo�o����oo�000�i ��00000�o����oo�000�i ��00000�oo���oo�000�i ��00000�o����oo�000�i Day: Wled Jurisdiction: Fort Collirts R= right tum �rltErSec�1011: Corbett�farget Service D1ive S = straight �� ! � `ti�• � J !' � J � '� • � i� •• :1 ' 1 � :ti; 1 . _ _�- � - �_ 1 i � ��. .� \_ _ � _ �- .l_ �_- .- «� � lP Date: 1/25/2023 Obseiver: �ldde ' �� 00-�-000�0-QO---oO�l �00-0�000�0�00---00�1 �00-0-000�0-QO-_-o0�1 �00-0-00000-QO---o001 „ oo�o�00000�oo���000i �oo�o�00000�oo���000i �oo�o�00000�oo���000i �oo�o�00000�oo���000i Day: Wled Jurisdiction: Fort Collirts R- right tum �rltErSec�1011: Corbett/Lo'wes Service Dlive S = straight APPENDIX C HCM 6th Signalized Intersection Summary Recent AM 9: Ziegler & Council Tree/Broadcom � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � '� �j � � � �� � �j �� � Traffic Vdume (veh/h) 40 16 74 2 7 3 100 874 47 100 832 84 Future Vdume (veh/h) 40 16 74 2 7 3 100 874 47 100 832 84 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flcr�v Rate, veh/h 44 18 2 2 8 1 110 960 15 110 914 60 Pe�ak Hour Facta- 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Per'oent Fieavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 141 96 11 131 108 92 547 2755 1229 54�3 2755 1229 Arrive On Green 0.06 0.06 0.05 0.06 0.06 0.06 0.04 0.78 0.78 0.04 0.78 0.78 Sat Flonrv, veh/h 1406 1654 184 1392 1870 1585 1781 3554 1585 1781 3554 1585 Qp Vdume(v), veh/h 44 0 20 2 8 1 110 960 15 110 914 60 Qp Sat Ra�(s),veh/hlln 1406 0 1837 1392 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(�s), s 3.4 0.0 1.1 0.2 0.4 0.1 1.3 9.1 0.2 1.3 8.6 1.0 Gyde Q C�ear(�c), s 3.8 0.0 1.1 1.3 0.4 0.1 1.3 9.1 0.2 1.3 8.6 1.0 Prop In L.ane 1.00 0.10 1.00 1.00 1.00 1.00 1.00 1.00 Lane Qp Cap(c), vehlh 141 0 106 131 108 92 547 2755 1229 543 2755 1229 V/C Ratio(� 0.31 0.00 0.19 0.02 0.07 0.01 0.20 0.35 0.01 0.20 0.33 0.05 Avail Cap(c a), veh/h 405 0 451 393 459 389 598 2755 1229 805 2755 1229 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Unifa-m Delay (d), s/veh 50.8 0.0 49.4 50.0 49.0 48.9 2.3 3.8 2.8 2.4 3.7 2.9 Ina- Delay (d2), s�veh 1.2 0.0 0.8 0.0 0.3 0.0 0.2 0.3 0.0 0.2 0.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 1.2 0.0 0.5 0.1 0.2 0.0 0.3 2.3 0.1 0.3 2.2 0.2 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 52.1 0.0 50.3 50.0 49.3 48.9 2.5 4.2 2.8 2.6 4.1 3.0 LnGrp LOS D A D D D D A A A A A A Approach Vd, veh/h 64 11 1085 1084 Approad� Delay, s✓veh 51.5 49.4 4.0 3.8 Approad-i LOS D D A A Timer - Assianed Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 1 2 7.9 90.8 4.0 6.5 7.0 60.5 3.3 10.6 0.1 7.3 4 5 6 11.4 7.9 90.8 6.0 4.0 6.5 26.0 20.0 47.5 5.8 3.3 11.1 11.4 6.0 26.0 3.3 0.0 0.1 0.2 7.4 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 5.5 F-K:NI 6th L06 A 01/28J2023 Syrxhro 11 Light Repa-t recent amsyn Timing Report, Sorted By Phase Recent AM 9: Ziegler & Council Tree/Broadcom � 1 --. �. T .- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 4 5 6 8 NBL SBTL EBTL SBL NBTL U�BTL Lead Lag Lead Lag I�br�e 11 10.0% 11 3 1 4 3 3 0 0 No Yes 36 47 43 43 � 39 39 GMax 67 60.9% 28.5 4.5 2 7 3 3 0 0 7 14 Yes Yes 47 4 107.5 93.5 43 103.5 89.5 I�brie � 29.1% � 3 3 4 3 3 0 0 7 19 Yes Yes 4 36 30 11 0 26 7 f�brie 24 21.8% 11 3 1 4 3 3 0 0 f�lo Yes 36 60 56 56 32 52 52 GMax 54 49.1% 29.5 4.5 2 7 3 3 0 0 7 16 Yes Yes 60 4 107.5 91.5 56 103.5 87.5 Iritersec�ion Surrrr�ary Gyde Lerigth 110 Contrd Type Actuatec�Coordinated Natural Gyde 75 Offset: 4(4%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red '_ _...�. _. .._....,�� I�brie 32 29.1% 32 3 3 4 3 3 0 0 7 19 Yes Yes 4 36 30 11 0 26 7 01/28J2023 Syrxhro 11 Light Re�a�t recent amsyn Queues Recent AM 9: Ziegler & Council Tree/Broadcom � � � � � � t r� � 1 � Lane C�-oup EBL EBT V�BL V�BT WBR NBL NBT f�R SBL SBT SBR Lane Q oup Row (vph) 44 99 2 8 3 110 960 52 110 914 92 v/c Ratio 0.28 0.38 0.01 0.04 0.01 0.22 0.39 0.05 0.23 0.37 0.08 Contrd Delay 45.6 16.5 37.0 38.1 0.0 4.2 9.2 0.1 4.3 8.5 2.2 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.6 16.5 37.0 38.1 0.0 4.2 9.2 0.1 4.3 8.5 2.2 C�.ie Lerigth 50th (ft) 30 12 1 5 0 10 120 0 10 112 0 C�.�eue Lerx,�th 95th (ft) 55 53 8 17 0 42 272 0 42 241 22 Iritemal Link Dist (ft) 262 234 488 523 Tum Bay Lerigth (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 343 462 299 457 474 508 2440 1125 645 2457 1127 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.13 0.21 0.01 0.02 0.01 0.22 0.39 0.05 0.17 0.37 0.08 Iritei-section Surrmary 01/28J2023 Syrxhro 11 Light Repa-t recent amsyn HCM 6th Signalized Intersection Summary Recent PM 9: Ziegler & Council Tree/Broadcom � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � '�, �j � � �j �� � �j �� � Traffic Vdume (veh/h) 209 29 265 57 43 118 275 884 11 36 1011 92 Future Vdume (veh/h) 209 29 265 57 43 118 275 884 11 36 1011 92 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flcr�v Rate, veh/h 232 32 80 63 48 14 306 982 1 40 1123 52 Peak Hour Facta- 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Per'oent Fieavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 322 102 255 263 404 342 410 2270 1013 405 2053 916 Arrive On Green 0.22 0.22 0.21 0.22 0.22 0.22 0.09 0.64 0.64 0.03 0.58 0.58 Sat Flonrv, veh/h 1340 474 1184 1281 1870 1585 1781 3554 1585 1781 3554 1585 Qp Vdume(v), veh/h 232 0 112 63 48 14 306 982 1 40 1123 52 Qp Sat Ra�(s),veh/hlln 1340 0 1657 1281 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(�s), s 20.2 0.0 6.9 5.2 2.5 0.8 7.8 16.6 0.0 1.1 23.4 1.7 Gyde Q C�ear(�c), s 22.7 0.0 6.9 12.1 2.5 0.8 7.8 16.6 0.0 1.1 23.4 1.7 Prop In L.ane 1.00 0.71 1.00 1.00 1.00 1.00 1.00 1.00 Lane Qp Cap(c), vehlh 322 0 358 263 404 342 410 2270 1013 405 2053 916 V/C Ratio(� 0.72 0.00 0.31 0.24 0.12 0.04 0.75 0.43 0.00 0.10 0.55 0.06 Avail Cap(c a), veh/h 334 0 373 275 421 357 510 2270 1013 465 2(�3 916 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Unifa-m Delay (d), s/veh 47.0 0.0 39.9 44.7 37.9 37.2 14.5 10.8 7.8 9.7 15.6 11.1 Ina- Delay (d2), s�veh 7.2 0.0 0.5 0.5 0.1 0.0 4.6 0.6 0.0 0.1 1.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 7.4 0.0 2.9 1.7 1.2 0.3 3.5 5.9 0.0 0.4 8.9 0.6 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 54.2 0.0 40.4 45.1 38.0 37.3 19.2 11.4 7.8 9.8 16.7 11.2 LnGrp LOS D A D D D D B B A A B B Approad� Vd, veh/h 344 125 1289 1215 Approad� Delay, s✓veh 49.7 41.5 13.3 16.2 Approad-i LOS D D B B Timer - Assianed Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 1 2 14.3 74.8 4.0 6.5 17.0 60.5 9.8 25.4 0.5 9.3 4 5 6 8 30.9 6.9 82.2 30.9 6.0 4.0 6.5 6.0 26.0 7.0 70.5 26.0 24.7 3.1 18.6 14.1 0.2 0.0 7.9 0.3 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 19.9 HCM 6th L06 B 01/28J2023 Syrxhro 11 Light Repa-t recent pmsyn Timing Report, Sorted By Phase Recent PM 9: Ziegler & Council Tree/Broadcom � 1 --. �. T .- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 4 5 6 8 NBL SBTL EBTL SBL NBTL U�BTL Lead Lag Lead Lag I�br�e 21 17.5% 11 3 1 4 3 3 0 0 No Yes 36 57 53 53 � 49 49 GMax 67 55.8% 28.5 4.5 2 7 3 3 0 0 7 14 Yes Yes 57 4 117.5 103.5 53 113.5 99.5 I�brie � 26.7% � 3 3 4 3 3 0 0 7 19 Yes Yes 4 36 30 11 0 26 7 f�brie 11 9.2% 11 3 1 4 3 3 0 0 f�lo Yes 36 47 43 43 32 39 39 GMax 77 64.2% 29.5 4.5 2 7 3 3 0 0 7 16 Yes Yes 47 4 117.5 101.5 43 113.5 97.5 Iritersec�ion Surrrr�ary Gyde Lerigth 120 Contrd Type Actuatec�Coordinated Natural Gyde 80 Offset: 4(3%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red '_ _...�. _. .._....,�� I�brie 32 �.%/o 32 3 3 4 3 3 0 0 7 19 Yes Yes 4 36 30 11 0 26 7 01/28J2023 Syrxhro 11 Light Re�a�t recent pmsyn Queues Recent PM 9: Ziegler & Council Tree/Broadcom � � � � � � t r� � 1 � Lane C�-oup EBL EBT V�BL V�BT WBR NBL NBT f�R SBL SBT SBR Lane Q oup Row (vph) 232 326 63 48 131 306 982 12 40 1123 102 v/c Ratio 0.84 0.63 0.86 0.13 0.31 0.75 0.43 0.01 0.10 0.56 0.11 Contrd Delay 71.3 17.3 117.9 38.5 8.4 22.4 12.5 0.0 6.4 19.3 3.1 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 71.3 17.3 117.9 38.5 8.4 22.4 12.5 0.0 6.4 19.3 3.1 C�.ie Lerigth 50th (ft) 169 54 46 30 0 75 207 0 8 298 0 C�.�eue Lerigth 95th (ft) #290 152 #131 6:i 51 172 260 0 18 386 28 Iritemal Link Dist (ft) 262 234 488 523 Tum Bay Lerigth (ft) 100 150 40 420 340 400 400 Base Capacity(vph) 304 549 81 419 457 449 2259 1033 416 1988 934 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.76 0.59 0.78 0.11 0.29 0.68 0.43 0.01 0.10 0.56 0.11 Iritersection Surrmary # 95th peroentile volume exoeeds capaaty, qu�e rr�y be longer. C�ue��e sha�un is rr�udmum after iv�o cydes. 01/28J2023 Syrxhro 11 Light Repa-t recent pmsyn HCM 6th TWSC Recent AM 22: Ziegler & Target Service Access Ir�ers�ctia� Ir�t Delay, s/veh 0.3 Nbverrer�t EBL EBR f�L NBT SBT SBR Lane Corifigurations � � �� �'�, Traffic Vd, veh/h 15 11 9 908 1005 49 Future Vd, vehlh 15 11 9 908 1005 49 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Sta'age Length 0 - 100 - - - Veh in Median Storage, # 1 - - 0 0 - Graaclee, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehides, % 2 2 2 2 2 2 Mvrrit Flow 17 12 10 1009 1117 54 Maja'/Ninoi- Ninor2 Maja'1 Maja2 Corifliding RowAll 1669 586 1171 0 - 0 Stage 1 1144 - - - - - Stage 2 525 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical I-Id�niy Stg 1 5.84 - - - - - U-itical I-Id�n�y Stg 2 5.84 - - - - - Fdlo�nFup �kiwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 87 454 592 - - - Stage 1 266 - - - - - Stage 2 558 - - - - - Platoon blocked, % - - - Mov Cap�1 Maneuver 86 454 592 - - - Mov Cap-2 Maneuver 195 - - - - - Stage 1 261 - - - - - Stage 2 558 - - - - - �•• •.• I: : f • • �-. 1: 1 1 ■:�►l _�� Ninor LanelMaja' M�rtt NBL NBT EBLn1 SBT SBR Capaaty (veh/h) 592 - 257 - - HCM Lane V/C Ratio 0.017 - 0.112 - - HCM Coritrd Delay (s) 11.2 - 20.8 - - HCM Larie LOS B - C - - HCM 95th °/�ile Q(veh) 0.1 - 0.4 - - 01/28J2023 Syrxhro 11 Light Repa-t recent amsyn HCM 6th TWSC Recent PM 22: Ziegler & Target Service Access Ir�ers�ctia� Ir�t Delay, s/veh 1.4 Nbverrer�t EBL EBR f�L NBT SBT SBR Lane Corifigurations � � �� �'�, Traffic Vd, veh/h 49 61 13 1198 1078 105 Future Vd, vehlh 49 61 13 1198 1078 105 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Sta'age Length 0 - 100 - - - Veh in Median Storage, # 1 - - 0 0 - Graaclee, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehides, % 2 2 2 2 2 2 Mvrrit Flaw 52 64 14 1261 1135 111 Maja'/Ninoi- Ninor2 Maja'1 Maja2 Corifliding RowAll 1850 623 1246 0 - 0 Stage 1 1191 - - - - - Stage 2 659 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical I-Id�niy Stg 1 5.84 - - - - - U-itical I-Id�n�y Stg 2 5.84 - - - - - Fdlo�nFup �kiwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 66 429 554 - - - Stage 1 251 - - - - - Stage 2 476 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer 64 429 554 - - - Mov Cap-2 Maneuver 173 - - - - - Stage 1 245 - - - - - Stage 2 476 - - - - - �•• •.• I: : f • • �- . • 1 1 ■:�►l _�� � Ninor LanelMaja' M�rrt NBL NBT EBLn1 SBT SBR CapacitY (veh/h) 554 - 259 - - HCM Lane V/C Ratio 0.025 - 0.447 - - HCM Coritrd Delay (s) 11.7 - 29.7 - - HCM Larie LOS B - D - - HCM 95th °/�ile Q(veh) 0.1 - 2.2 - - 01/28J2023 Syrxhro 11 Light Repa-t recent pmsyn HCM 6th TWSC Recent AM 18: Ziegler & Hidden Pond Ir�ers�ctia� Ir�t Delay, s/veh 0.1 Nbvemer�t V�BL V�BR NBT NBR SBL SBT Lane Corifigurations � �'� � �� Traffic Vd, veh/h 3 6 919 4 1 1051 Future Vd, vehlh 3 6 919 4 1 1051 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Storage Length 0 - - - 100 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 89 89 89 89 89 89 Heavy Vehides, % 2 2 2 2 2 2 Mvrrit Flow 3 7 1033 4 1 1181 Maja'/Ninoi- Ninor'1 Maja'1 Maja2 Corifliding RowAll 1628 519 0 0 1037 0 Stage 1 1035 - - - - - Stage 2 593 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical I-Id�niy Stg 1 5.84 - - - - - U-itical I-Id�n�y Stg 2 5.84 - - - - - Fdlo�nFup �kiwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 93 502 - - 666 - Stage 1 303 - - - - - Stage 2 515 - - - - - Platoon blocked, % - - - Mov Cap�1 Maneuver 93 502 - - 666 - Mov Cap-2 Maneuver 213 - - - - - Stage 1 303 - - - - - Stage 2 514 - - - - - �•• •.• I: : f • • �- . 1 1 ■:�►l _�� Nina' LanelMaja' M�rtt NBT NBKV�BLn1 SBL SBT CaNpacitY (veh/h) - - 346 666 - HCM Lane V/C Ratio - - 0.029 0.002 - HCM Coritrd Delay (s) - - 15.7 10.4 - HCM Larie LOS - - C B - HCM 95th °/�ile Q(veh) - - 0.1 0 - 01/28J2023 Syrxhro 11 Light Repa-t recent amsyn HCM 6th TWSC Recent PM 18: Ziegler & Hidden Pond Ir�ers�ctia� Ir�t Delay, s/veh 0 Nbvemer�t V�BL V�BR NBT NBR SBL SBT Lane Corifigurations � �'� � �� Traffic Vd, veh/h 1 3 1246 1 1 1182 Future Vd, vehlh 1 3 1246 1 1 1182 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Storage Length 0 - - - 100 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehides, % 2 2 2 2 2 2 Mvrrit Flow 1 3 1326 1 1 1257 Maja'/Ninoi- Ninor'1 Maja'1 Maja2 Confliding RowAll 1958 664 0 0 1327 0 Stage 1 1327 - - - - - Stage 2 631 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical I-Id�niy Stg 1 5.84 - - - - - U-itical I-Id�n�y Stg 2 5.84 - - - - - Fdlo�nFup �kiwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 56 403 - - 516 - Stage 1 212 - - - - - Stage 2 492 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer 56 403 - - 516 - Mov Cap-2 Maneuver 156 - - - - - Stage 1 212 - - - - - Stage 2 491 - - - - - �•• •.• I: : f • • �- . • 1 1 ■:�►l _�� Nina' LanelMaja' M�rtt NBT NBKV�BLn1 SBL SBT Capaaty (veh/h) - - 289 516 - HCM Lane V/C Ratio - - 0.015 0.002 - HCM Coritrd Delay (s) - - 17.6 12 - HCM Larie LOS - - C B - HCM 95th °/�ile Q(veh) - - 0 0 - 01/28J2023 Syrxhro 11 Light Repa-t recent pmsyn HCM 6th TWSC Recent AM 15: Ziegler & Paddington/Grand Teton Ir�ers�ctia� Ir�t Delay, s/veh 1.5 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � �'� � �'� Traffic Vd, veh/h 2 0 55 16 0 15 32 883 10 5 981 2 Future Vd, vehlh 2 0 55 16 0 15 32 883 10 5 981 2 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - 200 - - 200 - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 2 0 60 18 0 16 35 970 11 5 1078 2 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 Maja'2 Corifliding RowAll 1644 2140 540 1595 2136 491 1080 0 0 981 0 0 Stage1 1089 1089 - 1046 1046 - - - - - - - Stage 2 555 1051 - 549 1090 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 66 48 486 72 49 523 641 - - 699 - - Stage1 230 290 - 244 304 - - - - - - - Stage 2 484 302 - 488 289 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Maneuver 61 45 486 60 46 523 641 - - 699 - - Mov Cap-2 Maneuver 61 45 - 60 46 - - - - - - - Stage1 217 288 - 231 287 - - - - - - - Stage 2 443 285 - 424 287 - - - - - - - P�pproach EB V�B NB SB HCM Coritrd Delay, s 16 54.9 0.4 0.1 F-K�VI L06 C F Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 641 - - 391 105 699 - - HCM Lane V/C Ratio 0.055 - - 0.16 0.324 0.008 - - HCM Coritrd Delay (s) 10.9 - - 16 54.9 10.2 - - F-K;NI Lar�e LOS B - - C F B - - HCM 95th °/�ile Q(veh) 0.2 - - 0.6 1.3 0 - - 01/28J2023 Syrxhro 11 Light Repa-t recent amsyn HCM 6th TWSC Recent PM 15: Ziegler & Paddington/Grand Teton Ir�ers�ctia� Ir�t Delay, s/veh 1.5 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � �'� � �'� Traffic Vd, veh/h 2 0 55 6 0 12 71 1162 16 15 1122 8 Future Vd, vehlh 2 0 55 6 0 12 71 1162 16 15 1122 8 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - 200 - - 200 - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 2 0 59 6 0 13 76 1249 17 16 1206 9 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'Z Corifliding RowAll 2020 2661 608 2045 2657 633 1215 0 0 1266 0 0 Stage1 1243 1243 - 1410 1410 - - - - - - - Stage 2 T/7 1418 - 635 1247 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 34 22 439 33 22 422 570 - - 545 - - Stage 1 185 245 - 145 203 - - - - - - - Stage 2 356 201 - 433 244 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer 29 19 439 25 19 422 570 - - 545 - - Mov Cap-2 Maneuver 29 19 - 25 19 - - - - - - - Stage1 160 238 - 126 176 - - - - - - - Stage 2 299 174 - 364 237 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s 20.5 792 0.7 0.2 F-K�VI L06 C F Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 570 - - 293 67 545 - - HCM Lane V/C Ratio 0.134 - - 0.209 0.289 0.03 - - HCM Coritrd Delay (s) 12.3 - - 20.5 79.2 11.8 - - F-K;NI Lar�e LOS B - - C F B - - HCM 95th °/�ile Q(veh) 0.5 - - 0.8 1 0.1 - - 01/28J2023 Syrxhro 11 Light Repa-t recent pmsyn HCM 6th TWSC Recent AM 4: Corbett & Target Service Access Ir�ers�ctia� Ir�t Delay, s/veh 3.8 Nbvemer�t V�BL V�BR NBT NBR SBL SBT Lane Corifigurations � '� �' Traffic Vd, veh/h 30 3 14 8 3 26 Future Vd, vehlh 30 3 14 8 3 26 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Sta'age Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 33 3 15 9 3 29 Maja'/Ninoi- Ninor'1 Maja'1 Maja2 Confliding RowAll 55 20 0 0 24 0 Stage 1 20 - - - - - Stage 2 35 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Qitical Hdwy Stg 2 5.42 - - - - - Fdlo�nFup �kiwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 953 1058 - - 1591 - Stage 1 1003 - - - - - Stage 2 987 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer 951 1058 - - 1591 - Mov Cap-2 Maneuver 951 - - - - - Stage 1 1003 - - - - - Stage 2 985 - - - - - �•• •.• I: : f • • �- . : • 1 1 : ■:�►l _�� � Nina' LanelMaja' M�rtt NBT NBKV�BLn1 SBL SBT Capaaty (veh/h) - - 960 1591 - HCM Lane V/C Ratio - - 0.038 0.002 - HCM Coritrd Delay (s) - - 8.9 7.3 0 F-K;NI Lane LOS - - A A A HCM 95th °/�ile Q(veh) - - 0.1 0 - 01/28J2023 Syrxhro 11 Light Repa-t recent amsyn HCM 6th TWSC Recent PM 4: Corbett & Target Service Access Ir�ers�ctia� Ir�t Delay, s/veh 3.6 Nbvemer�t V�BL V�BR NBT NBR SBL SBT Lane Corifigurations � '� �' Traffic Vd, veh/h 38 5 26 25 4 18 Future Vd, vehlh 38 5 26 25 4 18 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Sta'age Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 45 6 31 29 5 21 Maja'/Ninoi- Ninor'1 Maja'1 Maja2 Confliding RowAll 77 46 0 0 60 0 Stage 1 46 - - - - - Stage 2 31 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Qitical Hdwy Stg 2 5.42 - - - - - Fdlo�nFup �kiwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 926 1023 - - 1544 - Stage 1 976 - - - - - Stage 2 992 - - - - - Platoon blocked, % - - - Mov Cap�1 Maneuver 923 1023 - - 1544 - Mov Cap-2 Maneuver 923 - - - - - Stage 1 976 - - - - - Stage 2 989 - - - - - �•• •.• I: : f • • �- . • 1 ■:�►l _�� � Nina' LanelMaja' M�rtt NBT NBKV�BLn1 SBL SBT CaNpacitY (veh/h) - - 934 1544 - HCM Lane V/C Ratio - - 0.054 0.003 - HCM Coritrd Delay (s) - - 9.1 7.3 0 F-K;NI Lane LOS - - A A A HCM 95th °/�ile Q(veh) - - 0.2 0 - 01/28J2023 Syrxhro 11 Light Repa-t recent pmsyn HCM 6th TWSC 6: Corbett & Lowes Service Access Ir�ers�ctia� Irit Delay, s/veh 1.1 Nbverrer�t EBL EBR Lane Corifigurations � Traffic Vd, veh/h 0 5 Future Vd, vehlh 0 5 Confliding Peds, #!hr 0 0 Sign Cor�trd Stop Stop RT Chanridized - None r Sta'age Length 0 - Veh in Median Storage, # 0 - Grade, % 0 - Peak Hour Factor 85 85 Heavy Vehides, % 2 2 Mvrrit Flaw 0 6 f�L NBT � 1 16 1 16 0 0 Free Free - Norie - 0 - 0 85 85 2 2 1 19 SBT SBR � 24 0 24 0 0 0 Free Free - Norie 0 0 85 2 28 85 2 0 Recent AM Maja'/Ninoi- Ninor2 Maja'1 Maja2 Confliding RowAll 49 28 28 0 - 0 Stage 1 28 - - - - - Stage 2 21 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Qitical Hdwy Stg 2 5.42 - - - - - Fdlo�nFup �kiwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 960 1047 1585 - - - Stage 1 995 - - - - - Stage 2 1002 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer 959 1047 1585 - - - Mov Cap-2 Maneuver 959 - - - - - Stage 1 994 - - - - - Stage 2 1002 - - - - - �•• •.• I: : f • • �- . : 1 � 1 ■:�►l _�� � Ninor LanelMaja' M�rtt NBL NBT EBLn1 SBT SBR Capaaty (veh/h) 1585 - 1047 - - HCM Lane V/C Ratio 0.001 - 0.006 - - HCM Coritrd Delay (s) 7.3 0 8.5 - - F-K;NI Lane LOS A A A - - HCM 95th °/�ile Q(veh) 0 - 0 - - 01/28J2023 Syrxhro 11 Light Repa-t recent amsyn HCM 6th TWSC 6: Corbett & Lowes Service Access Ir�ers�ctia� Ir�t Delay, s/veh 0.8 Nbverrer�t EBL EBR Lane Corifigurations � Traffic Vd, veh/h 0 3 Future Vd, vehlh 0 3 Confliding Peds, #!hr 0 0 Sign Cor�trd Stop Stop RT Chanridized - None r Sta'age Length 0 - Veh in Median Storage, # 0 - Grade, % 0 - Peak Hour Factor 85 85 Heavy Vehides, % 2 2 Mvrrit Flaw 0 4 f�L NBT � 2 29 2 29 0 0 Free Free - Norie - 0 - 0 85 85 2 2 2 34 SBT SBR � 19 0 19 0 0 0 Free Free - Norie 0 0 85 2 �L 85 2 0 Recent PM Maja'/Ninoi- Ninor2 Maja'1 Maja2 Corifliding RowAll 60 22 22 0 - 0 Stage 1 22 - - - - - Stage 2 38 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Qitical Hdwy Stg 2 5.42 - - - - - Fdlo�nFup �kiwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 947 1055 1593 - - - Stage1 1001 - - - - - Stage 2 984 - - - - - Platoon blocked, % - - - Mov Cap�1 Maneuver 946 1055 1593 - - - Mov Cap-2 Maneuver 946 - - - - - Stage1 1000 - - - - - Stage 2 984 - - - - - �•• •.• I: : f • • �- . : � 1 1 ■:�►l _�� � Ninor LanelMaja' M�rtt NBL NBT EBLn1 SBT SBR Capaaty (veh/h) 1593 - 1055 - - HCM Lane V/C Ratio 0.001 - 0.003 - - HCM Coritrd Delay (s) 7.3 0 8.4 - - F-K;NI Lane LOS A A A - - HCM 95th °/�ile Q(veh) 0 - 0 - - 01/28J2023 Syrxhro 11 Light Repa-t recent pmsyn UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A <10 B >10and<15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 5p 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 Es,a Es ' In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5°/o 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 /_1' ' ��L�1/���� � � O _ � Q w I..L M � �Q za �z 0 LL ~ ❑ _Iw � "' 0 � o N � � U H � � � 1 U � W � � V L.L � � � _ _ a a > > 0 0 0o m � � a ¢ C � J J m m W W MINOR STREET APPROACH - VPH _ a > � � rn N � a x a > � M V N � Q � � �� _ �3 . U ooa� Q �a�� O �� � � � � � o ^ o v, � � _ � � � Q d. °���3 _ � � � � �� °Qo -�>� m � o o Q- O � � `� LL � � � Q 2 �� � L �' �' � v� Qw �a�io � a o � .� � � �— � � w � � cB � J � o � � U � � � W = .a� o � � �; �� o � � � � � Q- � o � o �o° r � � L � Q o� � Z� � Q � 1 O QU �w �� Q W � I-- � Z � � Ow YU W Q � W J � � � O z � � N � O z N w w � c� � z/= ` N � �� � J � (7 Q w = N � � � O _ � Q w I..L M� � Q Za ��/ � O LL ~ ❑ _Iw � "' 0 � o N � � U H � � `' ! � U � W � � V L.L � � � _ _ � � > > o � o � N g � a ¢ m m w w MINOR STREET APPROACH - VPH _ a > 0 m � M � a x a > 0 rn rn N � Q � � �� _ �3 . U ooa� Q �a�� O �� � � � � � o ^ o v, � � _ � � � Q d. °���3 _ � � � � �� °Qo -�>� m � o o Q- � �^`� � � � � �� O � L � W L J � L � c�n Qw �a�io � a o � .� � � �— � � w � � cB � J � o � � U � � � w = Q � � � � w � � O � � c�� > ��� � �- � o � O `�o°' r � � L � Q o� � Z� � 1 � � O 1 � ZU Qw �� Q � � Z � — � � _� Q~ w� � � J � � � � O z � O � � � v N z � 0 wp Z � �� Ur J z w ON � � � _ � Q w I..L M � �Q za �z 0 LL ~ ❑ _Iw � "' 0 � o N � � U H � � `' ! � U � W � � � L.L � � � __ �� » 00 � M �� a¢ �C J J m m W W MINOR STREET APPROACH - VPH _ a > 0 m � M � a x a > 0 rn 0 � � Q � � �� _ �3 . U ooa� Q �a�� O �� � � � � � o ^ o v, � � _ � � � Q d. °���3 _ � � � � �� °Qo -�>� m � o o Q- O � � `� LL � � � Q 2 �� � L �' �' � v� Qw �a�io � a o � .� � � �— � � w � � cB � J � o � � U � � � w = � � � � � ; � � O � � � � � Q- � o � o �o° r � � L � Q o� � Z� � Z QO �� ZU Qw �� Q W �~ � Z � � Ow �U QU W � � W Q � � 0 O z � O � � O w W 0 c� _ Z � �w � J Z w ON I�\_�.����_11� � HCM 6th Signalized Intersection Summary Short Bkgrd AM 179: Ziegler & Council Tree/Broadcom � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � '�, �j � � � �� � �j �� � Traffic Vdume (veh/h) 42 17 77 2 7 3 104 1044 49 104 994 88 Future Vdume (veh/h) 42 17 77 2 7 3 104 1044 49 104 994 88 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�Bike Adj(A�b� 0.99 0.95 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1870 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870 Adj Flcr�v Rate, veh/h 46 19 3 2 8 1 114 1147 7 114 1092 63 Pe�ak Hour Facta- 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Per'oent Fieavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 169 123 19 158 147 123 449 2632 1220 523 2632 1173 Arrive On Green 0.08 0.08 0.08 0.08 0.08 0.08 0.09 1.00 1.00 0.04 0.74 0.74 Sat Flonrv, veh/h 1391 1563 247 1375 1870 1567 1781 3554 1648 1853 3554 1584 Qp Vdume(v), veh/h 46 0 22 2 8 1 114 1147 7 114 1092 63 Qp Sat Ra�(s),veh/hlln 1391 0 1810 1375 1870 1567 1781 1777 1648 1853 1777 1584 Q Serve(�s), s 3.5 0.0 1.2 0.1 0.4 0.1 1.7 0.0 0.0 1.6 12.7 1.2 Gyde Q C�ear(�c), s 3.9 0.0 1.2 1.4 0.4 0.1 1.7 0.0 0.0 1.6 12.7 1.2 Prop In L.ane 1.00 0.14 1.00 1.00 1.00 1.00 1.00 1.00 Lane Qp Cap(c), vehlh 169 0 142 158 147 123 449 2632 1220 523 2632 1173 V/C Ratio(� 0.27 0.00 0.15 0.01 0.05 0.01 0.25 0.44 0.01 0.22 0.41 0.05 Avail Cap(c a), veh/h 439 0 494 425 510 427 483 2632 1220 777 2632 1173 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.36 0.36 0.36 1.00 1.00 1.00 Unifa-m Delay (d), s/veh 48.7 0.0 47.3 47.9 46.9 46.7 3.5 0.0 0.0 2.7 5.3 3.9 Ina- Delay (d2), s�veh 0.9 0.0 0.5 0.0 0.2 0.0 0.1 0.2 0.0 0.2 0.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 1.3 0.0 0.6 0.1 0.2 0.0 0.4 0.1 0.0 0.4 3.8 0.3 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 49.6 0.0 47.8 47.9 47.0 46.7 3.6 0.2 0.0 2.9 5.8 3.9 LnGrp LOS D A D D D D A A A A A A Approach Vd, veh/h 68 11 1268 1269 Approad� Delay, s✓veh 49.0 47.2 0.5 5.5 Approad-i LOS D D A A Timer - Assianed Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 1 2 8.9 87.5 5.0 7.0 6.0 57.0 3.7 14.7 0.1 9.7 4 5 6 13.7 8.9 87.5 6.0 5.0 7.0 29.0 19.0 44.0 5.9 3.6 2.0 13.7 6.0 29.0 3.4 0.0 0.2 0.2 10.2 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 4.4 F-K:NI 6th L06 A Soenario 1 City of Fort Cdlins Signal Tirring 11/OC�2023 Syrxhro 11 Light Repa-t sb amsyn Timing Report, Sorted By Phase Short Bkgrd AM 179: Ziegler & Council Tree/Broadcom � 1 --. �. T .- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 4 5 6 8 NBL SBTL EBTL SBL NBTL U�BTL Lead Lag Lead Lag I�br�e 11 10.0% 11 5 0 4 3 3 0 0 No Yes 40 51 46 46 42 48 48 GMax 64 58.2% � 4.5 2.5 7 3 3 0 0 7 16 Yes Yes 51 5 108 92 53 0 94 I�brie 35 31.8% 35 3 3 4 3 3 0 0 7 71 Yes Yes 5 40 34 12 7 36 14 f�brie 24 21.8% 11 5 0 4 3 3 0 0 f�lo Yes 40 64 59 59 42 61 61 GMax 51 46.4% � 4.5 2.5 7 3 3 0 0 7 18 Yes Yes 64 5 108 90 66 0 92 I�brie 35 31.8% 35 3 3 4 3 3 0 0 7 22 Yes Yes 5 40 34 12 7 36 14 Iritersec�ion Surrrr�ary Gyde Lerigth 110 Contrd Type Actuatec�Coordinated Natural Gyde 80 Offset: 108 (98%), Referenoecl to phase 2:SBTL and 6:NBTL, Start of Yella�v : _...�. _. .._....,�� Soenario 1 City of Fort Cdlins Signal Tirring 11/OC�2023 Syrxhro 11 Light Repa-t sb amsyn Queues Short Bkgrd AM 179: Ziegler & Council Tree/Broadcom � � � � � � t r� � 1 � Lane C�-oup EBL EBT V�BL V�BT WBR NBL NBT f�R SBL SBT SBR Lane Q oup Row (vph) 46 104 2 8 3 114 1147 54 114 1092 97 v/c Ratio 0.27 0.39 0.01 0.04 0.01 0.28 0.50 0.05 0.26 0.47 0.09 Contrd Delay 44.4 15.9 35.5 36.7 0.0 4.2 12.1 2.2 5.2 10.7 2.4 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 44.4 15.9 35.5 36.7 0.0 4.2 12.1 2.2 5.2 10.7 2.4 C�.ie Lerigth 50th (ft) 31 13 1 5 0 5 274 0 11 156 0 C�.�eue Lerigth 95th (ft) 55 52 7 17 0 rrxl1 rrx102 rrx� 49 336 25 Iritemal Link Dist (ft) 846 1057 1077 4040 Tum Bay Lerigth (ft) 150 40 420 340 400 400 Base Capacity(vph) 382 498 314 508 532 409 2289 1137 630 2309 1086 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.12 0.21 0.01 0.02 0.01 0.28 0.50 0.05 0.18 0.47 0.09 Iritersection Surrmary m Vdume fa- 95th peroentile queue is metered by upstream signal. Soenario 1 City of Fort Cdlins Signal Tirring 11/OC�2023 Syrxhro 11 Light Repa-t sb amsyn HCM 6th Signalized Intersection Summary Short Bkgrd PM 179: Ziegler & Council Tree/Broadcom � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � '�, �j � � �j �� � �j �� � Traffic Vdume (veh/h) 218 30 277 60 45 123 288 1056 11 38 1208 96 Future Vdume (veh/h) 218 30 277 60 45 123 288 1056 11 38 1208 96 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 0.99 0.98 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1870 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870 Adj Flcr�v Rate, veh/h 242 33 171 67 50 17 320 1173 1 42 1342 45 Peak Hour Facta- 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Per'oent Fieavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 331 59 307 192 429 361 359 2216 1028 278 1929 860 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.23 0.04 0.21 0.21 0.03 0.54 0.54 Sat Flonrv, veh/h 1327 259 1340 1174 1870 1575 1781 3554 1648 1853 3554 1585 Qp Vdume(v), veh/h 242 0 204 67 50 17 320 1173 1 42 1342 45 Qp Sat Ra�(s),veh/hlln 1327 0 1598 1174 1870 1575 1781 1777 1648 1853 1777 1585 Q Serve(�s), s 23.0 0.0 14.7 7.0 2.8 1.1 11.6 38.2 0.1 1.3 36.1 1.7 Gyde Q C�ear(�c), s 25.7 0.0 14.7 21.6 2.8 1.1 11.6 38.2 0.1 1.3 36.1 1.7 Prop In L.ane 1.00 0.84 1.00 1.00 1.00 1.00 1.00 1.00 Lane Qp Cap(c), vehlh 331 0 366 192 429 361 359 2216 1028 278 1929 860 V/C Ratio(� 0.73 0.00 0.56 0.35 0.12 0.05 0.89 0.53 0.00 0.15 0.70 0.05 Avail Cap(c a), veh/h 395 0 443 248 518 436 364 2216 1028 319 1929 860 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 1.00 1.00 1.00 Unifa-m Delay (d), s/veh 49.9 0.0 44.3 53.8 39.7 39.0 31.4 34.6 19.5 15.3 21.8 14.0 Ina- Delay (d2), s�veh 5.5 0.0 1.3 1.1 0.1 0.1 2.8 0.1 0.0 0.2 2.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 8.2 0.0 6.0 2.1 1.3 0.4 11.3 18.2 0.0 0.5 14.8 0.6 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 55.4 0.0 45.6 54.9 39.8 39.1 34.2 34.7 19.5 15.5 23.9 14.1 LnGrp LOS E A D D D D C C B B C B Approad� Vd, veh/h 446 134 1494 1429 Approad� Delay, s✓veh 50.9 47.3 34.6 23.4 Approad-i LOS D D C C Timer - Assianed Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 1 2 18.6 76.6 5.0 7.0 14.0 63.0 13.6 38.1 0.1 6.6 4 5 6 8 34.8 8.1 87.1 34.8 6.0 5.0 7.0 6.0 35.0 6.0 71.0 35.0 27.7 3.3 40.2 23.6 1.0 0.0 5.4 0.3 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 32.6 F-K:NI 6th L06 C Soenario 1 City of Fort Cdlins Signal Tirring 11/OC�2023 Syrxhro 11 Light Repa-t sb pmsyn Timing Report, Sorted By Phase Short Bkgrd PM 179: Ziegler & Council Tree/Broadcom � 1 --. �. T .- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 4 5 6 8 NBL SBTL EBTL SBL NBTL U�BTL Lead Lag Lead Lag I�br�e 19 14.6% 11 5 0 4 3 3 0 0 �� �� �� ,� . y GMax 70 53.8% � 4.5 2.5 7 3 3 0 0 7 16 Yes Yes 105 45 38 71 67 0 114 I�br�e 41 31.5% 35 3 3 4 3 3 0 0 7 71 Yes Yes 45 86 80 58 7 42 20 f�brie 11 8.5% 11 5 0 4 3 3 0 0 f�lo Yes 86 97 92 92 48 54 54 GMax 78 60.0% � 4.5 2.5 7 3 3 0 0 7 18 Yes Yes 97 45 38 � 59 0 112 Iritersec�ion Surrrr�ary Gyde Lerigth 130 Contrd Type Actuatec�Coordinated Natural Gyde 90 Offset: 38 (29%), Refererx�ed to phase 2:SBTL and 6:NBTL, Start of Yelladu : _...�. _. .._....,�� I�brie 41 31.5% 35 3 3 4 3 3 0 0 7 22 Yes Yes 45 86 80 58 7 42 � Soenario 1 City of Fort Cdlins Signal Tirring 11/OC�2023 Syrxhro 11 Light Repa-t sb pmsyn Queues Short Bkgrd PM 179: Ziegler & Council Tree/Broadcom � � � � � � t r� � 1 � Lane C�-oup EBL EBT V�BL V�BT WBR NBL NBT f�R SBL SBT SBR Lane Cl oup Row (vph) 242 341 67 50 137 320 1173 12 42 1342 107 v/c Ratio 0.81 0.71 0.84 0.12 0.30 0.84 0.55 0.01 0.12 0.80 0.13 Contrd Delay 67.7 32.0 110.0 38.3 7.5 26.7 13.1 0.9 8.8 32.0 3.4 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 67.7 32.0 110.0 38.3 7.5 26.7 13.1 0.9 8.8 32.0 3.4 C�.ie Lerigth 50th (ft) 194 143 54 34 0 178 349 0 10 484 0 C�.ieue Lerigth 95th (ft) 277 239 #130 65 50 rr�#215 m322 m0 25 581 30 Iritemal Link Dist (ft) 963 428 1077 4040 Tum Bay Lerigth (ft) 150 40 420 340 400 400 Base Capacity (vph) 371 555 99 515 529 381 2129 1043 352 1684 834 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.65 0.61 0.68 0.10 0.26 0.84 0.55 0.01 0.12 0.80 0.13 Iritersection Surrmary # 95th peroentile volume exoeeds capaaty, qu�e rr�y be longer. C�ue��e sha�un is rr�udmum after iv�o cydes. m Vdume fa- 95th peroentile queue is rr�tered by upstre�am signal. Soenario 1 City of Fort Cdlins Signal Tirring 11/OC�2023 Syrxhro 11 Light Repa-t sb pmsyn HCM 6th TWSC Short Bkgrd AM 11: Ziegler & Target Service Access Ir�ers�ctia� Ir�t Delay, s/veh 0.3 Nbverrer�t EBL EBR f�L NBT SBT SBR Lane Corifigurations � � �� �'�, Traffic Vd, veh/h 15 11 9 1080 1175 49 Future Vd, vehlh 15 11 9 1080 1175 49 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanr�lized - None - Norie - Norie Storage Length 0 - 250 - - - Veh in Median Storage, # 1 - - 0 0 - Graaclee, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehides, % 2 2 2 2 2 2 Mvrrit Flow 16 12 10 1174 1277 53 Maja'/Ninoi- Ninor2 Maja'1 Maja2 Corifliding RowAll 1911 665 1330 0 - 0 Stage 1 1304 - - - - - Stage 2 607 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical I-Id�niy Stg 1 5.84 - - - - - U-itical I-Id�n�y Stg 2 5.84 - - - - - Fdlo�nFup �kiwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 60 403 515 - - - Stage 1 218 - - - - - Stage 2 507 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer 59 403 515 - - - Mov Cap-2 Maneuver 159 - - - - - Stage 1 214 - - - - - Stage 2 507 - - - - - P�pproach EB NB SB HCM Contrd Delay, s 24.4 0.1 0 HCM L06 C Ninor LanelMaja' M�rtt NBL NBT EBLn1 SBT SBR Capaaty (veh/h) 515 - 214 - - HCM Lane V/C Ratio 0.019 - 0.132 - - HCM Coritrd Delay (s) 12.1 - 24.4 - - HCM Larie LOS B - C - - HCM 95th °/�ile Q(veh) 0.1 - 0.4 - - Soenario 1 City of Fort Cdlins Signal Tirring 11/OC�2023 Syrxhro 11 Light Repa-t sb amsyn HCM 6th TWSC Short Bkgrd PM 2: Ziegler & Target Service Access Ir�ers�ctia� Ir�t Delay, s/veh 1.9 Nbverrer�t EBL EBR f�L NBT SBT SBR Lane Corifigurations � � �� �'�, Traffic Vd, veh/h 49 61 13 1384 1281 105 Future Vd, vehlh 49 61 13 1384 1281 105 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanr�lized - None - Norie - Norie Storage Length 0 - 250 - - - Veh in Median Storage, # 1 - - 0 0 - Graaclee, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehides, % 2 2 2 2 2 2 Mvrrit Flow 53 66 14 1504 1392 114 Maja'/Ninoi- Ninor2 Maja'1 Maja2 Corifliding RowAll 2229 753 1506 0 - 0 Stage 1 1449 - - - - - Stage 2 780 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical I-Id�niy Stg 1 5.84 - - - - - U-itical I-Id�n�y Stg 2 5.84 - - - - - Fdlo�nFup �kiwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver — 36 352 441 - - - Stage 1 182 - - - - - Stage 2 412 - - - - - Platoon blocked, % - - - Mov Cap�1 Maneuver — 35 352 441 - - - Mov Cap-2 Maneuver 126 - - - - - Stage 1 176 - - - - - Stage 2 412 - - - - - �•• •.• I: : f • • �-. �: 1 1 ■:�►l �� Ninor LanelMaja' M�rrt NBL NBT EBLn1 SBT SBR Capaaty (veh/h) 441 - 196 - - HCM Lane V/C Ratio 0.032 - 0.61 - - HCM Coritrd Delay (s) 13.4 - 48.5 - - HCM Larie LOS B - E - - HCM 95th °/�ile Q(veh) 0.1 - 3.4 - - Note.s —: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring 11/OC�2023 Syrxhro 11 Light Repa-t sb pmsyn HCM 6th TWSC Short Bkgrd AM 8: Ziegler & Hidden Pond Ir�ers�ctia� Ir�t Delay, s/veh 0.1 Nbvemer�t V�BL V�BR NBT NBR SBL SBT Lane Corifigurations � �'� � �� Traffic Vd, veh/h 3 6 1091 4 1 1221 Future Vd, vehlh 3 6 1091 4 1 1221 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehides, % 2 2 2 2 2 2 Mvrrit Flow 3 7 1186 4 1 1327 Maja'/Ninoi- Ninor'1 Maja'1 Maja2 Corifliding RowAll 1854 595 0 0 1190 0 Stage 1 1188 - - - - - Stage 2 666 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical I-Id�niy Stg 1 5.84 - - - - - U-itical I-Id�n�y Stg 2 5.84 - - - - - Fdlo�nFup �kiwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 65 447 - - 582 - Stage 1 252 - - - - - Stage 2 472 - - - - - Platoon blocked, % - - - Mov Cap�1 Maneuver 65 447 - - 582 - Mov Cap-2 Maneuver 65 - - - - - Stage 1 252 - - - - - Stage 2 471 - - - - - �•• •.• I: : f • • �- . 1 1 1 ■:�►l _�� � Nina' LanelMaja' M�rrt NBT NBKV�BLn1 SBL SBT Capaaty (veh/h) - - 151 582 - HCM Lane V/C Ratio - - 0.065 0.002 - HCM Coritrd Delay (s) - - 30.5 11.2 - HCM Larie LOS - - D B - HCM 95th °/�ile Q(veh) - - 0.2 0 - Soenario 1 City of Fort Cdlins Signal Tirring 11/OC�2023 Syrxhro 11 Light Repa-t sb amsyn HCM 6th TWSC Short Bkgrd PM 3: Ziegler & Hidden Pond Ir�ers�ctia� Ir�t Delay, s/veh 0.1 Nbvemer�t V�BL V�BR NBT NBR SBL SBT Lane Corifigurations � �'� � �� Traffic Vd, veh/h 1 3 1432 1 1 1385 Future Vd, vehlh 1 3 1432 1 1 1385 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehides, % 2 2 2 2 2 2 Mvrrit Flaw 1 3 1557 1 1 1505 Maja'/Ninoi- Ninor'1 Maja'1 Maja2 Corifliding RowAll 2313 779 0 0 1558 0 Stage 1 1558 - - - - - Stage 2 755 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical I-Id�niy Stg 1 5.84 - - - - - U-itical I-Id�n�y Stg 2 5.84 - - - - - Fdlo�nFup �kiwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 32 339 - - 421 - Stage 1 159 - - - - - Stage 2 425 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer 32 339 - - 421 - Mov Cap-2 Maneuver 32 - - - - - Stage 1 159 - - - - - Stage 2 424 - - - - - �•• •.• I: : f • • �- . � • 1 1 ■:�►l �� Nina' LanelMaja' M�rrt NBT NBKV�BLn1 SBL SBT Capaaty (veh/h) - - 100 421 - HCM Lane V/C Ratio - - 0.043 0.003 - HCM Coritrd Delay (s) - - 42.6 13.6 - HCM Larie LOS - - E B - HCM 95th °/�ile Q(veh) - - 0.1 0 - Soenario 1 City of Fort Cdlins Signal Tirring 11/OC�2023 Syrxhro 11 Light Repa-t sb pmsyn HCM 6th TWSC Short Bkgrd AM 5: Ziegler & Paddington/Grand Teton Ir�ers�ctia� Ir�t Delay, s/veh 3.3 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � �'� � �'� Traffic Vd, veh/h 2 0 55 16 0 15 32 1055 10 5 1151 2 Future Vd, vehlh 2 0 55 16 0 15 32 1055 10 5 1151 2 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - 200 - - 200 - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 2 0 65 19 0 18 38 1241 12 6 1354 2 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'Z Confliding RowAll 2064 2696 678 2012 2691 627 1356 0 0 1253 0 0 Stage1 1367 1367 - 1323 1323 - - - - - - - Stage 2 697 1329 - 689 1368 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 32 21 395 35 21 426 503 - - 551 - - Stage1 155 213 - 165 224 - - - - - - - Stage 2 398 222 - 402 213 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer 29 19 395 27 19 426 503 - - 551 - - Mov Cap-2 Maneuver 29 19 - 27 19 - - - - - - - Stage1 143 211 - 152 207 - - - - - - - Stage 2 353 205 - 332 211 - - - - - - - P�pproach EB V�B NB SB HCM Coritrd Delay, s 22.3 188 0.4 0.1 F-K�VI L06 C F Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 503 - - 274 49 551 - - HCM Lane V/C Ratio 0.075 - - 0.245 0.744 0.011 - - HCM Coritrd Delay (s) 12.7 - - 22.3 188 11.6 - - F-K;NI Lar�e LOS B - - C F B - - HCM 95th °/�ile Q(veh) 0.2 - - 0.9 3 0 - - Soenario 1 City of Fort Cdlins Signal Tirring 11/OC�2023 Syrxhro 11 Light Repa-t sb amsyn HCM 6th TWSC Short Bkgrd PM 6: Ziegler & Paddington/Grand Teton Ir�ers�ctia� Ir�t Delay, s/veh 2.6 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � �'� � �'� Traffic Vd, veh/h 2 0 55 6 0 12 71 1348 16 15 1325 8 Future Vd, vehlh 2 0 55 6 0 12 71 1348 16 15 1325 8 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - 200 - - 300 - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 2 0 61 7 0 13 79 1498 18 17 1472 9 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'2 Corifliding RowAll 2418 3185 741 2435 3180 758 1481 0 0 1516 0 0 Stage1 1511 1511 - 1665 1665 - - - - - - - Stage 2 907 1674 - 770 1515 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 17 10 359 16 10 350 450 - - 437 - - Stage1 126 181 - 101 152 - - - - - - - Stage 2 297 151 - 359 180 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer 14 8 359 11 8 350 450 - - 437 - - Mov Cap-2 Maneuver 14 8 - 11 8 - - - - - - - Stage 1 104 174 - 83 125 - - - - - - - Stage 2 236 124 - 286 173 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s 32.5 241.5 0.7 0.2 HCM L06 D F Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 450 - - 193 31 437 - - HCM Lane V/C Ratio 0.175 - - 0.328 0.645 0.038 - - HCM Coritrd Delay (s) 14.7 - - 32.5 241.5 13.6 - - HCM Larie LOS B - - D F B - - HCM 95th °/�ile Q(veh) 0.6 - - 1.4 2.1 0.1 - - Soenario 1 City of Fort Cdlins Signal Tirring 11/OC�2023 Syrxhro 11 Light Repa-t sb pmsyn HCM 6th TWSC Short Bkgrd AM 4: Corbett & Target Service Access Ir�ers�ctia� Ir�t Delay, s/veh 3.8 Nbvemer�t V�BL V�BR NBT NBR SBL SBT Lane Corifigurations � '� �' Traffic Vd, veh/h 30 3 14 8 3 26 Future Vd, vehlh 30 3 14 8 3 26 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Sta'age Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 33 3 15 9 3 29 Maja'/Ninoi- Ninor'1 Maja'1 Maja2 Confliding RowAll 55 20 0 0 24 0 Stage 1 20 - - - - - Stage 2 35 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Qitical Hdwy Stg 2 5.42 - - - - - Fdlo�nFup �kiwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 953 1058 - - 1591 - Stage 1 1003 - - - - - Stage 2 987 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer 951 1058 - - 1591 - Mov Cap-2 Maneuver 951 - - - - - Stage 1 1003 - - - - - Stage 2 985 - - - - - �•• •.• I: : f • • �- . : • 1 1 : ■:�►l _�� � Nina' LanelMaja' M�rtt NBT NBKV�BLn1 SBL SBT Capaaty (veh/h) - - 960 1591 - HCM Lane V/C Ratio - - 0.038 0.002 - HCM Coritrd Delay (s) - - 8.9 7.3 0 F-K;NI Lane LOS - - A A A HCM 95th °/�ile Q(veh) - - 0.1 0 - 11/06/2023 Syrxhro 11 Light Repa-t sb am c�orbettsyn HCM 6th TWSC Short Bkgrd PM 4: Corbett & Target Service Access Ir�ers�ctia� Ir�t Delay, s/veh 3.6 Nbvemer�t V�BL V�BR NBT NBR SBL SBT Lane Corifigurations � '� �' Traffic Vd, veh/h 38 5 26 25 4 18 Future Vd, vehlh 38 5 26 25 4 18 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Sta'age Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 45 6 31 29 5 21 Maja'/Ninoi- Ninor'1 Maja'1 Maja2 Confliding RowAll 77 46 0 0 60 0 Stage 1 46 - - - - - Stage 2 31 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Qitical Hdwy Stg 2 5.42 - - - - - Fdlo�nFup �kiwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 926 1023 - - 1544 - Stage 1 976 - - - - - Stage 2 992 - - - - - Platoon blocked, % - - - Mov Cap�1 Maneuver 923 1023 - - 1544 - Mov Cap-2 Maneuver 923 - - - - - Stage 1 976 - - - - - Stage 2 989 - - - - - �•• •.• I: : f • • �- . • 1 ■:�►l _�� � Nina' LanelMaja' M�rtt NBT NBKV�BLn1 SBL SBT CaNpacitY (veh/h) - - 934 1544 - HCM Lane V/C Ratio - - 0.054 0.003 - HCM Coritrd Delay (s) - - 9.1 7.3 0 F-K;NI Lane LOS - - A A A HCM 95th °/�ile Q(veh) - - 0.2 0 - 11/06/2023 Syrxhro 11 Light Repa-t sb pm oorbettsyn HCM 6th TWSC 6: Corbett & Lowes Service Access Ir�ers�ctia� Irit Delay, s/veh 1.1 Nbverrer�t EBL EBR Lane Corifigurations � Traffic Vd, veh/h 0 5 Future Vd, vehlh 0 5 Confliding Peds, #!hr 0 0 Sign Cor�trd Stop Stop RT Chanridized - None r Sta'age Length 0 - Veh in Median Storage, # 0 - Grade, % 0 - Peak Hour Factor 85 85 Heavy Vehides, % 2 2 Mvrrit Flaw 0 6 f�L NBT � 1 16 1 16 0 0 Free Free - Norie - 0 - 0 85 85 2 2 1 19 SBT SBR � 24 0 24 0 0 0 Free Free - Norie 0 0 85 2 28 85 2 0 Short Bkgrd AM Maja'/Ninoi- Ninor2 Maja'1 Maja2 Confliding RowAll 49 28 28 0 - 0 Stage 1 28 - - - - - Stage 2 21 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Qitical Hdwy Stg 2 5.42 - - - - - Fdlo�nFup �kiwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 960 1047 1585 - - - Stage 1 995 - - - - - Stage 2 1002 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer 959 1047 1585 - - - Mov Cap-2 Maneuver 959 - - - - - Stage 1 994 - - - - - Stage 2 1002 - - - - - �•• •.• I: : f • • �- . : 1 � 1 ■:�►l _�� � Ninor LanelMaja' M�rtt NBL NBT EBLn1 SBT SBR Capaaty (veh/h) 1585 - 1047 - - HCM Lane V/C Ratio 0.001 - 0.006 - - HCM Coritrd Delay (s) 7.3 0 8.5 - - F-K;NI Lane LOS A A A - - HCM 95th °/�ile Q(veh) 0 - 0 - - 11/06/2023 Syrxhro 11 Light Repa-t sb am c�orbettsyn HCM 6th TWSC 6: Corbett & Lowes Service Access Ir�ers�ctia� Ir�t Delay, s/veh 0.8 Nbverrer�t EBL EBR Lane Corifigurations � Traffic Vd, veh/h 0 3 Future Vd, vehlh 0 3 Confliding Peds, #!hr 0 0 Sign Cor�trd Stop Stop RT Chanridized - None r Sta'age Length 0 - Veh in Median Storage, # 0 - Grade, % 0 - Peak Hour Factor 85 85 Heavy Vehides, % 2 2 Mvrrit Flaw 0 4 f�L NBT � 2 29 2 29 0 0 Free Free - Norie - 0 - 0 85 85 2 2 2 34 SBT SBR � 19 0 19 0 0 0 Free Free - Norie 0 0 85 2 �L 85 2 0 Short Bkgrd PM Maja'/Ninoi- Ninor2 Maja'1 Maja2 Corifliding RowAll 60 22 22 0 - 0 Stage 1 22 - - - - - Stage 2 38 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Qitical Hdwy Stg 2 5.42 - - - - - Fdlo�nFup �kiwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 947 1055 1593 - - - Stage1 1001 - - - - - Stage 2 984 - - - - - Platoon blocked, % - - - Mov Cap�1 Maneuver 946 1055 1593 - - - Mov Cap-2 Maneuver 946 - - - - - Stage1 1000 - - - - - Stage 2 984 - - - - - �•• •.• I: : f • • �- . : � 1 1 ■:�►l _�� � Ninor LanelMaja' M�rtt NBL NBT EBLn1 SBT SBR Capaaty (veh/h) 1593 - 1055 - - HCM Lane V/C Ratio 0.001 - 0.003 - - HCM Coritrd Delay (s) 7.3 0 8.4 - - F-K;NI Lane LOS A A A - - HCM 95th °/�ile Q(veh) 0 - 0 - - 11/06/2023 Syrxhro 11 Light Repa-t sb pm oorbettsyn r��-���u►�� HCM 6th Signalized Intersection Summary Long Bkgrd AM 9: Ziegler & Council Tree/Broadcom � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � '�, �j � � �j �� � �j �� � Traffic Vdume (veh/h) 70 20 85 5 10 5 115 1395 55 115 1295 95 Future Vdume (veh/h) 70 20 85 5 10 5 115 1395 55 115 1295 95 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flcr�v Rate, veh/h 74 21 4 5 11 1 121 1468 21 121 1363 63 Peak Hour Facta- 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Per'oent Fieavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 214 122 23 142 66 56 344 2523 1125 324 2523 1125 Arrive On Green 0.06 0.08 0.07 0.02 0.04 0.04 0.04 0.71 0.71 0.04 0.71 0.71 Sat Flonrv, veh/h 1781 1527 291 1781 1870 1585 1781 3554 1585 1781 3554 1585 Qp Vdume(v), veh/h 74 0 25 5 11 1 121 1468 21 121 1363 63 Qp Sat Ra�(s),veh/hlln 1781 0 1818 1781 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(�s), s 4.2 0.0 1.4 0.3 0.6 0.1 2.0 22.5 0.4 2.0 19.9 1.3 Gyde Q C�ear(�c), s 4.2 0.0 1.4 0.3 0.6 0.1 2.0 22.5 0.4 2.0 19.9 1.3 Prop In L.ane 1.00 0.16 1.00 1.00 1.00 1.00 1.00 1.00 Lane Qp Cap(c), vehlh 214 0 145 142 66 56 344 2523 1125 324 2523 1125 V/C Ratio(� 0.35 0.00 0.17 0.04 0.17 0.02 0.35 0.58 0.02 0.37 0.54 0.06 Avail Cap(c a), veh/h 220 0 314 228 323 274 394 2523 1125 374 2523 1125 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Unifa-m Delay (d), s/veh 45.1 0.0 47.3 49.7 51.5 51.2 6.2 7.9 4.7 7.0 7.5 4.8 Ina- Delay (d2), s�veh 1.0 0.0 0.6 0.1 1.2 0.1 0.6 1.0 0.0 0.7 0.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 1.9 0.0 0.7 0.1 0.3 0.0 0.6 7.0 0.1 0.6 6.2 0.4 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 46.1 0.0 47.9 49.8 52.6 51.3 6.8 8.9 4.7 7.7 8.3 4.9 LnGrp LOS D A D D D D A A A A A A Approad� Vd, veh/h 99 17 1610 1547 Approad� Delay, s✓veh 46.6 51.7 8.7 8.2 Approad-i LOS D D A A Timer - Assianed Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 1 2 7.9 83.6 4.0 6.5 7.0 58.5 4.0 21.9 0.1 12.6 3 4 5 6 4.7 13.8 7.9 83.6 4.0 6.0 4.0 6.5 6.0 18.0 7.0 58.5 2.3 3.4 4.0 24.5 0.0 0.0 0.1 13.5 9.6 8.9 4.0 6.0 6.0 18.0 6.2 2.6 0.0 0.0 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 9.8 F-K:NI 6th L06 A 01/28J2023 Syrxhro 11 Light Repa-t Ib amsyn Timing Report, Sorted By Phase Long Bkgrd AM 9: Ziegler & Council Tree/Broadcom � 1 � -► �► t � '- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 NBL Lead I�br�e 11 10.0% 11 3 1 4 3 3 0 0 No Yes � 45 41 41 � 41 41 2 SBTL � GMax 65 59.1% 28.5 4.5 2 7 3 3 0 0 7 14 Yes Yes 45 0 103.5 89.5 45 103.5 89.5 3 VbBL Lead Yes I�brie 10 9.1% 9.5 3 1 5 3 3 0 0 No Yes 0 10 6 6 0 6 6 4 EBTL � Yes f�brie 24 21.8% 24 4 2 4 3 3 0 0 Yes Yes 10 34 28 28 10 28 28 � -_�''-_J� I�br�e 11 10.0% 11 3 1 4 3 3 0 0 No Yes � 45 41 41 � 41 41 Iritersec�ion Surrrr�ary Gyde Lerigth 110 Contrd Type Actuatec�Coordinated Natural Gyde 90 Offset: 0(0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red 01/28J2023 '_ _...�. _. .._....,�� 6 NBTL � GMax 65 59.1% 29.5 4.5 2 7 3 3 0 0 7 16 Yes Yes 45 0 103.5 87.5 45 103.5 87.5 7 EBL Lead Yes I�br�e 10 9.1% 9.5 3 1 5 3 3 0 0 No Yes 0 10 6 6 0 6 6 8 U�BTL � Yes I�brie 24 21.8% 24 4 2 4 3 3 0 0 Yes Yes 10 34 28 28 10 28 28 Syrxhro 11 Light Re�a�t Ib amsyn Queues Long Bkgrd AM 9: Ziegler & Council Tree/Broadcom � � � � � � t r� � 1 � Lane C�-oup EBL EBT V�BL V�BT WBR NBL NBT f�R SBL SBT SBR Lane Q oup Row (vph) 74 110 5 11 5 121 1468 58 121 1363 100 v/c Ratio 0.42 0.47 0.03 0.08 0.02 0.36 0.61 0.05 0.40 0.57 0.09 Contrd Delay 48.1 20.3 36.8 46.8 0.2 6.0 12.5 0.3 7.1 12.0 2.0 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.1 20.3 36.8 46.8 0.2 6.0 12.5 0.3 7.1 12.0 2.0 C�.ie Lerigth 50th (ft) 50 14 3 7 0 9 211 0 9 194 0 C�.�eue Lerigth 95th (ft) 83 66 13 25 0 40 495 3 40 438 21 Iritemal Link Dist (ft) 262 234 488 523 Tum Bay Lerigth (ft) 100 150 40 420 340 400 400 Base Capacity(vph) 176 356 174 321 367 343 2420 1117 310 2408 1112 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.42 0.31 0.03 0.03 0.01 0.35 0.61 0.05 0.39 0.57 0.09 Iritei-section Surrmary 01/28J2023 Syrxhro 11 Light Repa-t Ib amsyn HCM 6th Signalized Intersection Summary Long Bkgrd PM 9: Ziegler & Council Tree/Broadcom � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � '� �j � � � �� � �j �� � Traffic Vdume (veh/h) 290 35 300 65 50 135 310 1350 15 40 1605 105 Future Vdume (veh/h) 290 35 300 65 50 135 310 1350 15 40 1605 105 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flcr�v Rate, veh/h 299 36 116 67 52 1 320 1392 1 41 1655 12 Peak Hour Facta- 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Per'oent Fieavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 332 51 165 210 99 84 351 2285 1019 279 1900 847 Arrive On Green 0.13 0.13 0.12 0.05 0.05 0.05 0.14 0.64 0.64 0.03 0.53 0.53 Sat Flonrv, veh/h 1781 389 1255 1781 1870 1585 1781 3554 1585 1781 3554 1585 Qp Vdume(v), veh/h 299 0 152 67 52 1 320 1392 1 41 1655 12 Qp Sat Ra�(s),veh/hlln 1781 0 1644 1781 1870 1585 1781 1777 1585 1781 1777 1585 Q Serve(�s), s 16.0 0.0 10.6 4.2 3.3 0.1 14.5 27.6 0.0 1.2 48.7 0.4 Gyde Q C�ear(�c), s 16.0 0.0 10.6 4.2 3.3 0.1 14.5 27.6 0.0 1.2 48.7 0.4 Prop In Lane 1.00 0.76 1.00 1.00 1.00 1.00 1.00 1.00 Lane Qp Cap(c), vehlh 332 0 217 210 99 84 351 2285 1019 279 1900 847 V/C Ratio(� 0.90 0.00 0.70 0.32 0.53 0.01 0.91 0.61 0.00 0.15 0.87 0.01 Avail Cap(c a), veh/h 332 0 329 217 234 198 351 2285 1019 339 1900 847 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Unifa-m Delay (d), s/veh 46.8 0.0 50.2 49.7 55.4 53.9 35.9 12.6 7.6 12.5 24.3 13.1 Ina- Delay (d2), s�veh 26.0 0.0 4.1 0.9 4.3 0.1 27.2 1.2 0.0 0.2 5.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 3.6 0.0 4.6 1.9 1.7 0.0 11.7 9.9 0.0 0.5 20.0 0.2 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 72.8 0.0 54.3 50.6 59.6 53.9 63.2 13.8 7.6 12.7 30.1 13.1 LnGrp LOS E A D D E D E B A B C B Approach Vd, veh/h 451 120 1713 1708 Approad� Delay, sJveh 66.6 54.5 23.0 29.6 Approad-i LOS E D C C Timer - Assianed Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 1 2 3 4 20.0 69.7 9.5 20.8 4.0 6.5 4.0 6.0 16.0 54.5 6.0 23.0 16.5 50.7 6.2 12.6 0.0 3.1 0.0 0.5 7.0 82.7 19.0 11.3 4.0 6.5 4.0 6.0 7.0 63.5 15.0 14.0 3.2 29.6 18.0 5.3 0.0 12.3 0.0 0.1 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 31.7 F-K:NI 6th L06 C 01/29/2023 Syrxhro 11 Light Repa-t Ib pmsyn Timing Report, Sorted By Phase Long Bkgrd PM 9: Ziegler & Council Tree/Broadcom � 1 � -► �► t � '- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 NBL Lead I�br�e 20 16.7% 11 3 1 4 3 3 0 0 No Yes 39 59 55 55 39 55 55 2 SBTL � GMax 61 50.8% 28.5 4.5 2 7 3 3 0 0 7 14 Yes Yes 59 0 113.5 99.5 59 113.5 99.5 3 VbBL Lead Yes I�brie 10 8.3% 9.5 3 1 5 3 3 0 0 No Yes 0 10 6 6 0 6 6 4 EBTL � Yes f�brie 29 24.2% � 4 2 4 3 3 0 0 Yes Yes 10 39 33 33 10 33 33 � -_�''-_J� I�br�e 11 9.2% 11 3 1 4 3 3 0 0 No Yes 39 50 46 46 39 46 46 Iritersec�ion Surrrr�ary Gyde Lerigth 120 Contrd Type Actuatec�Coordinated Natural Gyde 100 Offset: 0(0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red 01/29/2023 '_ _...�. _. .._....,�� 6 NBTL � GMax 70 58.3% 29.5 4.5 2 7 3 3 0 0 7 16 Yes Yes 50 0 113.5 97.5 50 113.5 97.5 7 EBL Lead Yes I�br�e 19 15.8% 9.5 3 1 5 3 3 0 0 No Yes 0 19 15 15 0 15 15 8 U�BTL � Yes I�brie � 16.7% � 4 2 4 3 3 0 0 Yes Yes 19 39 33 33 19 33 33 Syrxhro 11 Light Re�a�t Ib pmsyn Queues Long Bkgrd PM 9: Ziegler & Council Tree/Broadcom � � � � � � t r� � 1 � Lane C�-oup EBL EBT V�BL V�BT WBR NBL NBT f�R SBL SBT SBR Lane Q oup Row (vph) 299 345 67 52 139 320 1392 15 41 1655 108 v/c Ratio 0.80 0.73 0.39 0.33 0.47 0.84 0.66 0.01 0.17 1.01 0.13 Contrd Delay 56.6 25.6 40.5 55.6 8.3 52.3 19.0 0.0 9.5 56.5 0.6 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.6 25.6 40.5 55.6 8.3 52.3 19.0 0.0 9.5 56.5 0.6 C�.ie Lerigth 50th (ft) 208 87 40 39 0 182 365 0 9 -678 0 C�.�eue Lerigth 95th (ft) 289 191 74 76 31 #392 502 0 23 #r849 4 Iritemal Link Dist (ft) 262 234 488 523 Tum Bay Lerigth (ft) 100 150 40 420 340 400 400 Base Capacity (vph) 372 508 171 232 352 381 2115 1000 249 1643 828 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.80 0.68 0.39 0.22 0.39 0.84 0.66 0.01 0.16 1.01 0.13 Iritersection Surrmary - Vdurr� exceeds capaaty, queue is thea-etically infinite. C�ue��e sha�un is rr�udmum after iv�o cydes. # 95th peroentile vdume exoeecls capacity, queue rr�y be longer. Queue shown is ma�dmum after iv�o c.ydes. 01/29/2023 Syrxhro 11 Light Repa-t Ib pmsyn HCM 6th TWSC Long Bkgrd AM 22: Ziegler & Target Service Access Ir�ers�ctia� Ir�t Delay, s/veh 0.1 Nbverrer�t EBL EBR f�L NBT SBT SBR Lane Corifigurations � � �� �'�, Traffic Vd, veh/h 0 10 10 1460 1495 50 Future Vd, vehlh 0 10 10 1460 1495 50 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Sta'age Length - 0 100 - - - Veh in Median Storage, # 1 - - 0 0 - Graaclee, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehides, % 2 2 2 2 2 2 Mvrrit Flow 0 11 11 1537 1574 53 Maja'/Ninoi- Ninor2 Maja'1 Maja2 Corifliding RowAll - 814 1627 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical I-Id�niy Stg 1 - - - - - - U-itical I-Id�n�y Stg 2 - - - - - - Fdlo�nFup �kiuvy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 321 396 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer - 321 396 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - �•• •.• I: : f • • �- . • • 1 1 ■:�►l _�� Ninor LanelMaja' M�rtt NBL NBT EBLn1 SBT SBR Capaaty (veh/h) 396 - 321 - - HCM Lane V/C Ratio 0.027 - 0.033 - - HCM Coritrd Delay (s) 14.3 - 16.6 - - HCM Larie LOS B - C - - HCM 95th °/�ile Q(veh) 0.1 - 0.1 - - 01/28J2023 Syrxhro 11 Light Repa-t Ib amsyn HCM 6th TWSC Long Bkgrd PM 22: Ziegler & Target Service Access Ir�ers�ctia� Ir�t Delay, s/veh 0.4 Nbverrer�t EBL EBR f�L NBT SBT SBR Lane Corifigurations � � �� �'�, Traffic Vd, veh/h 0 60 15 1760 1690 105 Future Vd, vehlh 0 60 15 1760 1690 105 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Sta'age Length - 0 100 - - - Veh in Median Storage, # 1 - - 0 0 - Graaclee, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 0 62 15 1814 1742 108 Maja'/Ninoi- Ninor2 Maja'1 Maja2 Corifliding RowAll - 925 1850 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical I-Id�niy Stg 1 - - - - - - U-itical I-Id�n�y Stg 2 - - - - - - Fdlo�nFup �kiuvy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 271 324 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer - 271 324 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - �•• •.• I: : f • • �- . / 1 1 ■:�►l _�� Ninor LanelMaja' M�rtt NBL NBT EBLn1 SBT SBR Capaaty (veh/h) 324 - 271 - - HCM Lane V/C Ratio 0.048 - 0.228 - - HCM Coritrd Delay (s) 16.7 - 222 - - HCM Larie LOS C - C - - HCM 95th °/�ile Q(veh) 0.1 - 0.9 - - 01/28J2023 Syrxhro 11 Light Repa-t Ib pmsyn HCM 6th TWSC Long Bkgrd AM 18: Ziegler & Hidden Pond Ir�ers�ctia� Ir�t Delay, s/veh 0.1 Nbvemer�t V�BL V�BR NBT NBR SBL SBT Lane Corifigurations '�Yr �'� � �� Traffic Vd, veh/h 5 5 1455 5 5 1540 Future Vd, vehlh 5 5 1455 5 5 1540 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Storage Length 0 - - - 100 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 5 5 1532 5 5 1621 Maja'/Ninoi- Ninor'1 Maja'1 Maja2 Confliding RowAll 2356 769 0 0 1537 0 Stage 1 1535 - - - - - Stage 2 821 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical I-Id�niy Stg 1 5.84 - - - - - U-itical I-Id�n�y Stg 2 5.84 - - - - - Fdlo�nFup �kiwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 30 344 - - 429 - Stage 1 164 - - - - - Stage 2 393 - - - - - Platoon blocked, % - - - Mov Cap�1 Maneuver 30 344 - - 429 - Mov Cap-2 Maneuver 116 - - - - - Stage 1 164 - - - - - Stage 2 388 - - - - - �•• •.• I: : f • • �- . 1 1 ■:�►l _�� � Nina' LanelMaja' M�rrt NBT NBKV�BLn1 SBL SBT Capaaty (veh/h) - - 173 429 - HCM Lane V/C Ratio - - 0.061 0.012 - HCM Coritrd Delay (s) - - 272 13.5 - HCM Larie LOS - - D B - HCM 95th °/�ile Q(veh) - - 0.2 0 - 01/28J2023 Syrxhro 11 Light Repa-t Ib amsyn HCM 6th TWSC Long Bkgrd PM 18: Ziegler & Hidden Pond Ir�ers�ctia� Ir�t Delay, s/veh 0.1 Nbvemer�t V�BL V�BR NBT NBR SBL SBT Lane Corifigurations '�Yr �'� � �� Traffic Vd, veh/h 5 5 1755 5 5 1790 Future Vd, vehlh 5 5 1755 5 5 1790 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Storage Length 0 - - - 100 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 5 5 1809 5 5 1845 Maja'/Ninoi- Ninor'1 Maja'1 Maja2 Confliding RowAll 2745 907 0 0 1814 0 Stage 1 1812 - - - - - Stage 2 933 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical I-Id�niy Stg 1 5.84 - - - - - U-itical I-Id�n�y Stg 2 5.84 - - - - - Fdlo�nFup �kiwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 16 279 - - 335 - Stage 1 115 - - - - - Stage 2 343 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer 16 279 - - 335 - Mov Cap-2 Maneuver 84 - - - - - Stage 1 115 - - - - - Stage 2 338 - - - - - �•• •.• I: : f • • �- . 1 1 ■:�►l �� Nina' LanelMaja' M�rrt NBT NBKV�BLn1 SBL SBT CaNpacitY (veh/h) - - 129 335 - HCM Lane V/C Ratio - - 0.08 0.015 - HCM Coritrd Delay (s) - - 35.3 15.9 - F-K;NI Larie LOS - - E C - HCM 95th °/�ile Q(veh) - - 0.3 0 - 01/28J2023 Syrxhro 11 Light Repa-t Ib pmsyn HCM 6th TWSC Long Bkgrd AM 15: Ziegler & Paddington/Grand Teton Ir�ers�ctia� Ir�t Delay, s/veh 5.2 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � �'� � �'� Traffic Vd, veh/h 5 0 55 15 0 15 35 1415 10 5 1475 5 Future Vd, vehlh 5 0 55 15 0 15 35 1415 10 5 1475 5 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - 200 - - 200 - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrrit Flow 5 0 58 16 0 16 37 1489 11 5 1553 5 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'2 Corifliding RowAll 2385 3140 779 2356 3137 750 1558 0 0 1500 0 0 Stage1 1566 1566 - 1569 1569 - - - - - - - Stage 2 819 1574 - 787 1568 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 18 11 339 19 11 354 421 - - 443 - - Stage 1 116 170 - 116 170 - - - - - - - Stage 2 336 169 - 351 170 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer 16 10 339 � 15 10 354 421 - - 443 - - Mov Cap-2 Maneuver 16 10 - � 15 10 - - - - - - - Stage 1 106 168 - 106 155 - - - - - - - Stage 2 293 154 - 288 168 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s 59.3 $ 396.6 0.3 0 HCM L06 F F Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 421 - - 126 29 443 - - HCM Lane V/C Ratio 0.088 - - 0.501 1.089 0.012 - - HCM Coritrd Delay (s) 14.4 - - 59.�$ 396.6 13.2 - - HCM Larie LOS B - - F F B - - HCM 95th °/�ile Q(veh) 0.3 - - 2.3 3.6 0 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon 01/28J2023 Syrxhro 11 Light Repa-t Ib amsyn HCM 6th TWSC Long Bkgrd PM 15: Ziegler & Paddington/Grand Teton Ir�ers�ctia� Ir�t Delay, s/veh 7.5 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � �'� � �'� Traffic Vd, veh/h 5 0 55 5 0 15 70 1675 15 15 1735 10 Future Vd, vehlh 5 0 55 5 0 15 70 1675 15 15 1735 10 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - 200 - - 200 - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 5 0 57 5 0 15 72 1727 15 15 1789 10 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'Z Confliding RowAll 2832 3710 900 2804 3708 871 1799 0 0 1742 0 0 Stage1 1824 1824 - 1879 1879 - - - - - - - Stage 2 1008 1886 - 925 1829 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 8 4 282 8 4 294 339 - - 357 - - Stage 1 80 127 - 74 119 - - - - - - - Stage 2 258 118 - 290 126 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer 6 3 282 � 5 3 294 339 - - 357 - - Mov Cap-2 Maneuver 6 3 - � 5 3 - - - - - - - Stage 1 63 122 - 58 94 - - - - - - - Stage 2 193 93 - 222 121 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s 255.3 $ 518.4 0.7 0.1 HCM L06 F F Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 339 - - 58 19 357 - - HCM Lane V/C Ratio 0.213 - - 1.066 1.085 0.043 - - HCM Coritrd Delay (s) 18.5 - - 255.�$ 518.4 15.5 - - F-K;NI Lar�e LOS C - - F F C - - HCM 95th °/�ile Q(veh) 0.8 - - 5.1 2.9 0.1 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon 01/28J2023 Syrxhro 11 Light Repa-t Ib pmsyn HCM 6th TWSC Long Bkgrd AM 4: Corbett & Target Service Access Ir�ers�ctia� Ir�t Delay, s/veh 3.9 Nbvemer�t V�BL V�BR NBT NBR SBL SBT Lane Corifigurations � '� �' Traffic Vd, veh/h 30 5 15 10 5 25 Future Vd, vehlh 30 5 15 10 5 25 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Sta'age Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehides, % 2 2 2 2 2 2 Mvrrit Flow 32 5 16 11 5 26 Maja'/Ninoi- Ninor'1 Maja'1 Maja2 Confliding RowAll 58 71 0 0 27 0 Stage 1 22 - - - - - Stage 2 36 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Qitical Hdwy Stg 2 5.42 - - - - - Fdlo�nFup �kiwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 949 1055 - - 1587 - Stage 1 1001 - - - - - Stage 2 986 - - - - - Platoon blocked, % - - - Mov Cap�1 Maneuver 946 1055 - - 1587 - Mov Cap-2 Maneuver 946 - - - - - Stage 1 1001 - - - - - Stage 2 983 - - - - - �•• •.• I: : f • • �- . : • 1 ■:�►l _�� � Nina' LanelMaja' M�rtt NBT NBKV�BLn1 SBL SBT Capaaty (veh/h) - - 960 1587 - HCM Lane V/C Ratio - - 0.038 0.003 - HCM Coritrd Delay (s) - - 8.9 7.3 0 F-K;NI Lane LOS - - A A A HCM 95th °/�ile Q(veh) - - 0.1 0 - 01/28J2023 Syrxhro 11 Light Repa-t Ib amsyn HCM 6th TWSC Long Bkgrd PM 4: Corbett & Target Service Access Ir�ers�ctia� Ir�t Delay, s/veh 3.6 Nbvemer�t V�BL V�BR NBT NBR SBL SBT Lane Corifigurations � '� �' Traffic Vd, veh/h 40 5 30 25 5 20 Future Vd, vehlh 40 5 30 25 5 20 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Sta'age Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehides, % 2 2 2 2 2 2 Mvrrit Flaw 42 5 32 26 5 21 Maja'/Ninoi- Ninor'1 Maja'1 Maja2 Confliding RowAll 76 45 0 0 58 0 Stage 1 45 - - - - - Stage 2 31 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Qitical Hdwy Stg 2 5.42 - - - - - Fdlo�nFup �kiwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 927 1025 - - 1546 - Stage 1 977 - - - - - Stage 2 992 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer 924 1025 - - 1546 - Mov Cap-2 Maneuver 924 - - - - - Stage 1 977 - - - - - Stage 2 989 - - - - - �•• •.• I: : f • • �- . • 1 ■:�►l _�� � Nina' LanelMaja' M�rtt NBT NBKV�BLn1 SBL SBT CaNpacitY (veh/h) - - 934 1546 - HCM Lane V/C Ratio - - 0.051 0.003 - HCM Coritrd Delay (s) - - 9.1 7.3 0 F-K;NI Lane LOS - - A A A HCM 95th °/�ile Q(veh) - - 0.2 0 - 01/28J2023 Syrxhro 11 Light Repa-t Ib pmsyn HCM 6th TWSC 6: Corbett & Lowes Service Access Ir�ers�ctia� Ir�t Delay, s/veh 1.6 Nbverrer�t EBL EBR Lane Corifigurations � Traffic Vd, veh/h 0 5 Future Vd, vehlh 0 5 Confliding Peds, #!hr 0 0 Sign Cor�trd Stop Stop RT Chanridized - None r Sta'age Length 0 - Veh in Median Storage, # 0 - Grade, % 0 - Peak Hour Factor 95 95 F-IeaVy �/ei11C�@S, % 2 2 Mvrrit Flaw 0 5 f�L NBT � 5 15 5 15 0 0 Free Free - Norie - 0 - 0 95 95 2 2 5 16 SBT SBR � 25 0 25 0 0 0 Free Free - Norie 0 0 95 2 26 .y � Long Bkgrd AM Maja'/Ninoi- Ninor2 Maja'1 Maja2 Confliding RowAll 52 26 26 0 - 0 Stage 1 26 - - - - - Stage 2 26 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Qitical Hdwy Stg 2 5.42 - - - - - Fdlo�nFup �kiwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 957 1050 1588 - - - Stage 1 997 - - - - - Stage 2 997 - - - - - Platoon blocked, % - - - Mov Cap�1 Maneuver 954 1050 1588 - - - Mov Cap-2 Maneuver 954 - - - - - Stage 1 994 - - - - - Stage 2 997 - - - - - �•• •.• I: : f • • �- . : � : 1 ■:�►l _�� � Ninor LanelMaja' M�rtt NBL NBT EBLn1 SBT SBR Capaaty (veh/h) 1588 - 1050 - - HCM Lane V/C Ratio 0.003 - 0.005 - - HCM Coritrd Delay (s) 7.3 0 8.4 - - F-K;NI Lane LOS A A A - - HCM 95th °/�ile Q(veh) 0 - 0 - - 01/28J2023 Syrxhro 11 Light Repa-t Ib amsyn HCM 6th TWSC 6: Corbett & Lowes Service Access Ir�ers�ctia� Ir�t Delay, s/veh 1.3 Nbverrer�t EBL EBR Lane Corifigurations � Traffic Vd, veh/h 0 5 Future Vd, vehlh 0 5 Confliding Peds, #!hr 0 0 Sign Cor�trd Stop Stop RT Chanridized - None r Sta'age Length 0 - Veh in Median Storage, # 0 - Grade, % 0 - Peak Hour Factor 95 95 F-IeaVy �/ei11C�@S, % 2 2 Mvrrit Flaw 0 5 f�L NBT � 5 30 5 30 0 0 Free Free - Norie - 0 - 0 95 95 2 2 5 32 SBT SBR � 20 0 20 0 0 0 Free Free - Norie 0 0 95 2 21 .y � Long Bkgrd PM Maja'/Ninoi- Ninor2 Maja'1 Maja2 Corifliding RowAll 63 21 21 0 - 0 Stage 1 21 - - - - - Stage 2 42 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Qitical Hdwy Stg 2 5.42 - - - - - Fdlo�nFup �kiwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 943 1056 1595 - - - Stage 1 1002 - - - - - Stage 2 980 - - - - - Platoon blocked, % - - - Mov Cap�1 Maneuver 940 1056 1595 - - - Mov Cap-2 Maneuver 940 - - - - - Stage 1 999 - - - - - Stage 2 980 - - - - - �•• •.• I: : f • • �- . : � 1 ■:�►l _�� � Ninor LanelMaja' M�rtt NBL NBT EBLn1 SBT SBR Capaaty (veh/h) 1595 - 1056 - - HCM Lane V/C Ratio 0.003 - 0.005 - - HCM Coritrd Delay (s) 7.3 0 8.4 - - F-K;NI Lane LOS A A A - - HCM 95th °/�ile Q(veh) 0 - 0 - - 01/28J2023 Syrxhro 11 Light Repa-t Ib pmsyn APPENDIX G HCM 6th Signalized Intersection Summary Short Total AM 179: Ziegler & Council Tree/Broadcom NoCa�r�ia,toPaddingta, � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � '�, �j � � � �� � �j �� � Traffic Vdume (veh/h) 30 17 77 2 7 3 104 1095 49 104 1080 88 Future Vdume (veh/h) 30 17 77 2 7 3 104 1095 49 104 1080 88 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�Bike Adj(A�b� 0.99 0.94 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1870 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870 Adj Flcr�v Rate, veh/h 33 19 3 2 8 1 114 1203 7 114 1187 63 Pe�ak Hour Facta- 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Per'oent Fieavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 156 108 17 145 129 108 422 2GG6 1236 508 26G6 1188 Arrive On Green 0.07 0.07 0.07 0.07 0.07 0.07 0.09 1.00 1.00 0.04 0.75 0.75 Sat Flonrv, veh/h 1389 1562 247 1374 1870 1564 1781 3554 1648 1853 3554 1584 Qp Vdume(v), veh/h 33 0 22 2 8 1 114 1203 7 114 1187 63 Qp Sat Ra�(s),veh/hlln 1389 0 1809 1374 1870 1564 1781 1777 1648 1853 1777 1584 Q Serve(�s), s 2.5 0.0 1.3 0.2 0.4 0.1 1.6 0.0 0.0 1.5 13.8 1.1 Gyde Q C�ear(�c), s 2.9 0.0 1.3 1.4 0.4 0.1 1.6 0.0 0.0 1.5 13.8 1.1 Prop In L.ane 1.00 0.14 1.00 1.00 1.00 1.00 1.00 1.00 Lane Qp Cap(c), vehlh 156 0 125 145 129 108 471 2666 1236 508 2666 1188 V/C Ratio(� 0.21 0.00 0.18 0.01 0.06 0.01 0.27 0.45 0.01 0.22 0.45 0.05 Avail Cap(c a), veh/h 439 0 493 424 510 427 457 2666 1236 762 2666 1188 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.36 0.36 0.36 1.00 1.00 1.00 Unifa-m Delay (d), s/veh 49.2 0.0 48.2 48.9 47.9 47.7 3.5 0.0 0.0 2.5 5.2 3.6 Ina- Delay (d2), s�veh 0.7 0.0 0.7 0.0 0.2 0.0 0.1 0.2 0.0 0.2 0.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 0.9 0.0 0.6 0.1 0.2 0.0 0.3 0.1 0.0 0.4 4.0 0.3 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 49.9 0.0 48.9 48.9 48.1 47.7 3.6 0.2 0.0 2.7 5.7 3.7 LnGrp LOS D A D D D D A A A A A A Approad� Vd, veh/h 55 11 1324 1364 Approad� Delay, s✓veh 49.5 48.2 0.5 5.4 Approad-i LOS D D A A Timer - Assianed Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 1 2 8.9 88.5 5.0 7.0 6.0 57.0 3.6 15.8 0.1 11.0 4 5 6 12.6 8.9 88.5 6.0 5.0 7.0 29.0 19.0 44.0 4.9 3.5 2.0 12.6 6.0 29.0 3.4 0.0 0.2 0.2 10.9 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 4.1 F-K:NI 6th L06 A Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't st am no connedionsyn Timing Report, Sorted By Phase Short Total AM 179: Ziegler & Council Tree/Broadcom NoCa�r�ia,toPaddingta, � 1 --. �. T .- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 4 5 6 8 NBL SBTL EBTL SBL NBTL U�BTL Lead Lag Lead Lag I�br�e 11 10.0% 11 5 0 4 3 3 0 0 No Yes 40 51 46 46 42 48 48 GMax 64 58.2% � 4.5 2.5 7 3 3 0 0 7 16 Yes Yes 51 5 108 92 53 0 94 I�brie 35 31.8% 35 3 3 4 3 3 0 0 7 71 Yes Yes 5 40 34 12 7 36 14 f�brie 24 21.8% 11 5 0 4 3 3 0 0 f�lo Yes 40 64 59 59 42 61 61 GMax 51 46.4% � 4.5 2.5 7 3 3 0 0 7 18 Yes Yes 64 5 108 90 66 0 92 I�brie 35 31.8% 35 3 3 4 3 3 0 0 7 22 Yes Yes 5 40 34 12 7 36 14 Iritersec�ion Surrrr�ary Gyde Lerigth 110 Contrd Type Actuatec�Coordinated Natural Gyde 80 Offset: 108 (98%), Referenoecl to phase 2:SBTL and 6:NBTL, Start of Yella�v : _...�. _. .._....,�� Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't st am no connedionsyn Queues Short Total AM 179: Ziegler & Council Tree/Broadcom NoCa�r�ia,toPaddingta, � � � � � � t r� � 1 � Lane C�-oup EBL EBT V�BL V�BT WBR NBL NBT f�R SBL SBT SBR Lane Q oup Row (vph) 33 104 2 8 3 114 1203 54 114 1187 97 v/c Ratio 0.20 0.40 0.02 0.04 0.01 0.30 0.52 0.05 0.27 0.51 0.09 Contrd Delay 43.0 16.3 36.0 37.3 0.0 4.6 12.3 2.2 5.2 11.0 2.4 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 43.0 16.3 36.0 37.3 0.0 4.6 12.3 2.2 5.2 11.0 2.4 C�.ie Lerigth 50th (ft) 22 13 1 5 0 4 287 1 10 170 0 C�.�eue Lerigth 95th (ft) 43 52 7 17 0 rrxl1 rrx�26 rrx� 49 380 25 Iritemal Link Dist (ft) 846 1057 1077 4040 Tum Bay Lerigth (ft) 150 40 420 340 400 400 Base Capacity(vph) 382 498 312 508 532 377 2304 1144 612 2329 1094 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.09 0.21 0.01 0.02 0.01 0.30 0.52 0.05 0.19 0.51 0.09 Iritersection Surrmary m Vdume fa- 95th peroentile queue is metered by upstream signal. Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't st am no connedionsyn HCM 6th Signalized Intersection Summary Short Total PM 179: Ziegler & Council Tree/Broadcom NoCa�r�ia,toPaddingta, � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � '�, �j � � �j �� � �j �� � Traffic Vdume (veh/h) 180 30 277 60 45 123 288 1144 11 38 1282 96 Future Vdume (veh/h) 180 30 277 60 45 123 288 1144 11 38 1282 96 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 0.99 0.98 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1870 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870 Adj Flcr�v Rate, veh/h 200 33 171 67 50 17 320 1271 1 42 1424 45 Peak Hour Facta- 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Per'oent Fieavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 298 53 274 159 383 322 359 2304 1069 263 2009 896 Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.04 0.21 0.21 0.03 0.57 0.57 Sat Flonrv, veh/h 1326 258 1338 1173 1870 1573 1781 3554 1648 1853 3554 1585 Qp Vdume(v), veh/h 200 0 204 67 50 17 320 1271 1 42 1424 45 Qp Sat Ra�(s),veh/hlln 1326 0 1597 1173 1870 1573 1781 1777 1648 1853 1777 1585 Q Serve(�s), s 18.9 0.0 15.1 7.2 2.8 1.1 11.9 41.4 0.1 1.2 37.8 1.7 Gyde Q C�ear(�c), s 21.7 0.0 15.1 22.3 2.8 1.1 11.9 41.4 0.1 1.2 37.8 1.7 Prop In L.ane 1.00 0.84 1.00 1.00 1.00 1.00 1.00 1.00 Lane Qp Cap(c), vehlh 298 0 327 159 383 322 359 2304 1069 263 2009 896 V/C Ratio(� 0.67 0.00 0.62 0.42 0.13 0.05 0.89 0.55 0.00 0.16 0.71 0.05 Avail Cap(c a), veh/h 394 0 442 244 518 436 360 2304 1069 304 2009 896 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 1.00 1.00 1.00 Unifa-m Delay (d), s/veh 51.1 0.0 47.2 57.3 42.3 41.6 33.6 34.3 18.0 14.8 20.5 12.6 Ina- Delay (d2), s�veh 2.8 0.0 2.0 1.8 0.2 0.1 2.9 0.1 0.0 0.3 2.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 6.6 0.0 6.3 2.2 1.4 0.5 11.3 19.7 0.0 0.5 15.3 0.6 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 53.9 0.0 49.1 59.1 42.4 41.6 36.5 34.3 18.0 15.1 22.6 12.7 LnGrp LOS D A D E D D D C B B C B Approach Vd, veh/h 404 134 1592 1511 Approach Delay, s✓veh 51.5 50.7 34.8 22.1 Approad-i LOS D D C C Timer - Assianed Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 1 2 18.9 79.5 5.0 7.0 14.0 63.0 13.9 39.8 0.0 7.0 4 5 6 8 31.6 8.1 90.3 31.6 6.0 5.0 7.0 6.0 35.0 6.0 71.0 35.0 23.7 3.2 43.4 24.3 1.2 0.0 6.0 0.3 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 32.0 F-K:NI 6th L06 C Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't st pm no connedionsyn Timing Report, Sorted By Phase Short Total PM 179: Ziegler & Council Tree/Broadcom NoCa�r�ia,toPaddingta, � 1 --. �. T .- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 4 5 6 8 NBL SBTL EBTL SBL NBTL U�BTL Lead Lag Lead Lag I�br�e 19 14.6% 11 5 0 4 3 3 0 0 �� �� �� ,� . y GMax 70 53.8% � 4.5 2.5 7 3 3 0 0 7 16 Yes Yes 105 45 38 71 67 0 114 I�br�e 41 31.5% 35 3 3 4 3 3 0 0 7 71 Yes Yes 45 86 80 58 7 42 20 f�brie 11 8.5% 11 5 0 4 3 3 0 0 f�lo Yes 86 97 92 92 48 54 54 GMax 78 60.0% � 4.5 2.5 7 3 3 0 0 7 18 Yes Yes 97 45 38 � 59 0 112 Iritersec�ion Surrrr�ary Gyde Lerigth 130 Contrd Type Actuatec�Coordinated Natural Gyde 90 Offset: 38 (29%), Refererx�ed to phase 2:SBTL and 6:NBTL, Start of Yelladu : _...�. _. .._....,�� I�brie 41 31.5% 35 3 3 4 3 3 0 0 7 22 Yes Yes 45 86 80 58 7 42 � Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't st pm no connedionsyn Queues Short Total PM 179: Ziegler & Council Tree/Broadcom NoCa�r�ia,toPaddingta, � � � � � � t r� � 1 � Lane C�-oup EBL EBT V�BL V�BT WBR NBL NBT f�R SBL SBT SBR Lane Cl oup Row (vph) 200 341 67 50 137 320 1271 12 42 1424 107 v/c Ratio 0.75 0.78 1.22 0.13 0.33 0.79 0.57 0.01 0.13 0.85 0.13 Contrd Delay 65.4 38.0 238.4 40.6 8.1 28.7 12.0 0.9 8.5 34.6 3.4 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 65.4 38.0 238.4 40.6 8.1 28.7 12.0 0.9 8.5 34.6 3.4 C�.ie Lerigth 50th (ft) 160 154 -�9 35 0 158 365 0 9 535 0 C�.�eue Lerx,�th 95th (ft) 227 244 #150 65 50 rr#247 m357 m0 25 641 30 Iritemal Link Dist (ft) 963 428 1077 4040 Tum Bay Lerigth (ft) 150 40 420 340 400 400 Base Capacity (vph) 371 551 76 515 529 404 2214 1082 336 1684 834 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.54 0.62 0.88 0.10 0.26 0.79 0.57 0.01 0.13 0.85 0.13 Iritersection Surrmary - Vdurr� exceeds capaaty, queue is thea-etically infinite. C�ue��e sha�un is rr�udmum after iv�o cydes. # 95th peroentile vdume exoeecls capacity, queue rr�y be longer. Queue shown is ma�dmum after iv�o c.ydes. m Vdume fa- 95th pe�-oentile queue is metered by upstream signal. Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't st pm no connedionsyn HCM 6th TWSC Short Total AM 11: Ziegler & Target Service Access NoCa�r�ia,toPaddingta, Ir�ers�ctia� Ir�t Delay, s/veh 0.2 Nbverrer�t EBL EBR f�L NBT SBT SBR Lane Corifigurations � � �� �'� Traffic Vd, veh/h 9 11 9 1119 1261 49 Future Vd, vehlh 9 11 9 1119 1261 49 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanr�lized - None - Norie - Norie Storage Length 0 - 250 - - - Veh in Median Storage, # 1 - - 0 0 - Graaclee, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehides, % 2 2 2 2 2 2 Mvrrit Flow 10 12 10 1216 1371 53 Maja'/Ninoi- Ninor2 Maja'1 Maja2 Corifliding RowAll 2026 712 1424 0 - 0 Stage1 1398 - - - - - Stage 2 628 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical I-Id�niy Stg 1 5.84 - - - - - U-itical I-Id�n�y Stg 2 5.84 - - - - - Fdlo�nFup �kiwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 50 375 474 - - - Stage 1 194 - - - - - Stage 2 494 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer 49 375 474 - - - Mov Cap-2 Maneuver 142 - - - - - Stage 1 190 - - - - - Stage 2 494 - - - - - �•• •.• I: : f • • �- . 1 1 ■:�►l _�� Ninor LanelMaja' M�rtt NBL NBT EBLn1 SBT SBR Capaaty (veh/h) 474 - 216 - - HCM Lane V/C Ratio 0.021 - 0.101 - - HCM Coritrd Delay (s) 12.8 - 23.5 - - HCM Larie LOS B - C - - HCM 95th °/�ile Q(veh) 0.1 - 0.3 - - Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't st am no connedionsyn HCM 6th TWSC Short Total PM 2: Ziegler & Target Service Access No Ca�r�ia, to Paddingta, Ir�ers�ctia� Ir�t Delay, s/veh 1.2 Nbverrer�t EBL EBR f�L NBT SBT SBR Lane Corifigurations � � �� �'�, Traffic Vd, veh/h 29 61 13 1434 1355 105 Future Vd, vehlh 29 61 13 1434 1355 105 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanr�lized - None - Norie - Norie Storage Length 0 - 250 - - - Veh in Median Storage, # 1 - - 0 0 - Graaclee, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehides, % 2 2 2 2 2 2 Mvrrit Flow 32 66 14 1559 1473 114 Maja'/Ninoi- Ninor2 Maja'1 Maja2 Corifliding RowAll 2338 794 1587 0 - 0 Stage 1 1530 - - - - - Stage 2 808 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical I-Id�niy Stg 1 5.84 - - - - - U-itical I-Id�n�y Stg 2 5.84 - - - - - Fdlo�nFup �kiwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver — 31 331 410 - - - Stage 1 165 - - - - - Stage 2 399 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer — 30 331 410 - - - Mov Cap-2 Maneuver 115 - - - - - Stage 1 159 - - - - - Stage 2 399 - - - - - P�pproach EB NB SB HCM Contrd Delay, s 37.3 0.1 0 HCM L06 E Ninor LanelMaja' M�rrt NBL NBT EBLn1 SBT SBR Capaaty (veh/h) 410 - 206 - - HCM Lane V/C Ratio 0.034 - 0.475 - - HCM Coritrd Delay (s) 14.1 - 37.3 - - HCM Larie LOS B - E - - HCM 95th °/�ile Q(veh) 0.1 - 2.3 - - Note.s —: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't st pm no connedionsyn HCM 6th TWSC Short Total AM 8: Ziegler & Hidden Pond No Ca�r�ia, to Paddingta, Ir�ers�ctia� Ir�t Delay, s/veh 15 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations �' � �, � �'� � �� � Traffic Vd, veh/h 130 0 88 3 0 6 52 1072 4 1 1219 87 Future Vd, vehlh 130 0 88 3 0 6 52 1072 4 1 1219 87 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Sta'age Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, #- 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 141 0 96 3 0 7 57 1165 4 1 1325 95 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'Z Corifliding RowAll 2024 2610 663 1946 2703 585 1420 0 0 1169 0 0 Stage1 1327 1327 - 1281 1281 - - - - - - - Stage 2 697 1283 - 665 1422 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver - 34 24 404 39 21 454 475 - - 593 - - Stage 1 164 223 - 175 235 - - - - - - - Stage 2 398 234 - 416 200 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer - 30 21 404 27 18 454 475 - - 593 - - Mov Cap-2 Maneuver --104 107 - 27 18 - - - - - - - Stage1 144 223 - 154 207 - - - - - - - Stage 2 345 206 - 317 200 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s 177.7 62.7 0.6 0 HCM L06 F F Ninor LanelMaja' M�rrt NBL NBT NBR EBLn1 EBLnZWBLn1 SBL SBT SBR Capaaty (veh/h) 475 - - 104 404 72 593 - - HCM Lane V/C Ratio 0.119 - - 1.359 0.237 0.136 0.002 - - HCM Coritrd Delay (s) 13.6 - - 286.7 16.7 62.7 11.1 - - F-K;NI Lar�e LOS B - - F C F B - - HCM 95th °/�ile Q(veh) 0.4 - - 10 0.9 0.4 0 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't st am no connedionsyn HCM 6th TWSC Short Total PM 3: Ziegler & Hidden Pond No Ca�r�ia, to Paddingta, Ir�ers�ctia� Ir�t Delay, s/veh 61.7 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations �' � �, � �'� � �� �` Traffic Vd, veh/h 180 0 83 1 0 3 98 1364 1 1 1376 128 Future Vd, vehlh 180 0 83 1 0 3 98 1364 1 1 1376 128 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Sta'age Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, #- 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrrit Flow 196 0 90 1 0 3 107 1483 1 1 1496 139 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'Z Confliding RowAll 2454 3196 748 2448 3335 742 1635 0 0 1484 0 0 Stage1 1498 1498 - 1698 1698 - - - - - - - Stage 2 956 1698 - 750 1637 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver -16 10 3,55 16 8 358 393 - - 449 - - Stage 1 --128 184 - 96 146 - - - - - - - Stage 2 277 146 - 369 157 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer -12 7 355 9 6 358 393 - - 449 - - Mov Cap-2 Maneuver - 63 64 - 9 6 - - - - - - - Stage 1 � 93 184 - 70 106 - - - - - - - Stage 2 200 106 - 275 157 - - - - - - - P�pproach EB V�B NB SB HCM Coritrd Delay, s$ 750.2 130 1.2 0 HCM L06 F F Ninor LanelMaja' M�rrt NBL NBT NBR EBLn1 EBLnZWBLn1 SBL SBT SBR CapacitY (veh/h) 393 - - 63 355 33 449 - - HCM Lane V/C Ratio 0.271 - - 3.106 0.254 0.132 0.002 - - HCM Coritrd Delay (s) 17.5 - $1087.5 18.6 130 13 - - F-K;NI Lar�e LOS C - - F C F B - - HCM 95th °/�ile Q(veh) 1.1 - - 20.2 1 0.4 0 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't st pm no connedionsyn HCM 6th TWSC Short Total AM 5: Ziegler & Paddington/Grand Teton NoCa�r�ia,toPaddingta, Ir�ers�ctia� Ir�t Delay, s/veh 5.8 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � �'� � �'� Traffic Vd, veh/h 2 0 72 16 0 15 45 1153 10 5 1219 2 Future Vd, vehlh 2 0 72 16 0 15 45 1153 10 5 1219 2 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - 200 - - 200 - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrrit Flow 2 0 85 19 0 18 53 1356 12 6 1434 2 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'Z Corifliding RowAll 2231 2921 718 2197 2916 684 1436 0 0 1368 0 0 Stage1 1447 1447 - 1468 1468 - - - - - - - Stage 2 784 1474 - 729 1448 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 24 15 371 25 15 391 469 - - 498 - - Stage 1 138 195 - 134 190 - - - - - - - Stage 2 352 189 - 380 195 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer 21 13 371 � 17 13 391 469 - - 498 - - Mov Cap-2 Maneuver 21 13 - � 17 13 - - - - - - - Stage1 122 193 - 119 169 - - - - - - - Stage 2 298 168 - 290 193 - - - - - - - P�pproach EB V�B NB SB HCM Coritrd Delay, s 26.1 $ 3912 0.5 0.1 HCM L06 D F Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 469 - - 256 32 498 - - HCM Lane V/C Ratio 0.113 - - 0.34 1.14 0.012 - - HCM Coritrd Delay (s) 13.7 - - 26.1$ 391.2 12.3 - - HCM Larie LOS B - - D F B - - HCM 95th °/�ile Q(veh) 0.4 - - 1.4 4 0 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't st am no connedionsyn HCM 6th TWSC Short Total PM 6: Ziegler & Paddington/Grand Teton NoCa�r�ia,toPaddingta, Ir�ers�ctia� Ir�t Delay, s/veh 4.4 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � �'� � �'� Traffic Vd, veh/h 2 0 71 6 0 12 90 1441 16 15 1428 8 Future Vd, vehlh 2 0 71 6 0 12 90 1441 16 15 1428 8 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - 200 - - 300 - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrrit Flow 2 0 79 7 0 13 100 1601 18 17 1587 9 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'Z Corifliding RowAll 2627 3445 798 2638 3440 810 1596 0 0 1619 0 0 Stage1 1626 1626 - 1810 1810 - - - - - - - Stage 2 1001 1819 - 828 1630 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 12 7 329 11 7 323 4W - - 398 - - Stage 1 106 159 - 81 129 - - - - - - - Stage 2 260 127 - 332 158 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer 9 5 329 7 5 323 4W - - 398 - - Mov Cap-2 Maneuver 9 5 - 7 5 - - - - - - - Stage1 80 152 - 61 97 - - - - - - - Stage 2 188 96 - 242 151 - - - - - - - P�pproach EB V�B NB SB HCM Coritrd Delay, s 45.4 $ 469.6 1 0.1 HCM L06 E F Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 407 - - 167 20 398 - - HCM Lane V/C Ratio 0.246 - - 0.486 1 0.042 - - HCM Coritrd Delay (s) 16.7 - - 45.� 469.6 14.4 - - F-K;NI Larie LOS C - - E F B - - HCM 95th °/�ile Q(veh) 1 - - 2.3 2.7 0.1 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't st pm no connedionsyn HCM 6th TWSC Short Total AM 4: Corbett & Target Service Access Ir�ers�ctia� Ir�t Delay, s/veh 1.7 Nbvemer�t V�BL V�BR NBT NBR SBL SBT Lane Corifigurations � '� �' Traffic Vd, veh/h 30 5 70 8 3 92 Future Vd, vehlh 30 5 70 8 3 92 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Sta'age Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 33 5 Tl 9 3 101 Maja'/Ninoi- Ninor'1 Maja'1 Maja2 Confliding RowAll 189 82 0 0 86 0 Stage 1 82 - - - - - Stage 2 107 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Qitical Hdwy Stg 2 5.42 - - - - - Fdlo�nFup �kiwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 800 978 - - 1510 - Stage 1 941 - - - - - Stage 2 917 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer 798 978 - - 1510 - Mov Cap-2 Maneuver 798 - - - - - Stage 1 941 - - - - - Stage 2 915 - - - - - �•• •.• I: : f • • �- . • • 1 1 ■:�►l _�� � Nina' LanelMaja' M�rtt NBT NBKV�BLn1 SBL SBT Capaaty (veh/h) - - 820 1510 - HCM Lane V/C Ratio - - 0.047 0.002 - HCM Coritrd Delay (s) - - 9.6 7.4 0 F-K;NI Lane LOS - - A A A HCM 95th °/�ile Q(veh) - - 0.1 0 - 11/27/2023 Syrxhro 11 Light Repa-t st am oorbettsyn HCM 6th TWSC Short Total PM 4: Corbett & Target Service Access Ir�ers�ctia� Ir�t Delay, s/veh 1.9 Nbvemer�t V�BL V�BR NBT NBR SBL SBT Lane Corifigurations � '� �' Traffic Vd, veh/h 38 13 148 25 4 71 Future Vd, vehlh 38 13 148 25 4 71 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Sta'age Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 45 15 174 29 5 84 Maja'/Ninoi- Ninor'1 Maja'1 Maja2 Confliding RowAll 283 189 0 0 203 0 Stage 1 189 - - - - - Stage 2 94 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Qitical Hdwy Stg 2 5.42 - - - - - Fdlo�nFup �kiwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 707 853 - - 1369 - Stage 1 843 - - - - - Stage 2 930 - - - - - Platoon blocked, % - - - Mov Cap�1 Maneuver 704 853 - - 1369 - Mov Cap-2 Maneuver 704 - - - - - Stage 1 843 - - - - - Stage 2 926 - - - - - �•• •.• I: : f • • �- . 1 1 1 � ■:�►l _�� Nina' LanelMaja' M�rtt NBT NBKV�BLn1 SBL SBT Capaaty (veh/h) - - 737 1369 - HCM Lane V/C Ratio - - 0.081 0.003 - HCM Coritrd Delay (s) - - 10.3 7.6 0 F-K;NI Lane LOS - - B A A HCM 95th °/�ile Q(veh) - - 0.3 0 - 11/06/2023 Syrxhro 11 Light Repa-t st pm oorbettsyn HCM 6th TWSC 6: Corbett & Lowes Service Access/Site Access Ir�ers�ctia� Ir�t Delay, s/veh 4.4 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � � Traffic Vd, veh/h 0 0 5 73 0 0 1 16 58 7 17 0 Future Vd, vehlh 0 0 5 73 0 0 1 16 58 7 17 0 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - - - - - - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 85 91 85 91 91 91 85 85 91 91 85 85 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 0 0 6 80 0 0 1 19 64 8 20 0 Short Total AM Maja'/Ninoi- Ninor2 Ninor1 Maja'1 Major2 Corifliding RowAll 89 121 20 92 89 51 20 0 0 83 0 0 Stage 1 36 36 - 53 53 - - - - - - - Stage 2 53 85 - 39 36 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Qitical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Fdlo�nFup �kiwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 896 769 1058 892 801 1017 1596 - - 1514 - - Stage1 980 865 - 960 851 - - - - - - - Stage 2 960 824 - 976 865 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer 892 764 1058 883 796 1017 1596 - - 1514 - - Mov Cap-2 Maneuver 892 764 - 883 796 - - - - - - - Stage1 979 861 - 959 850 - - - - - - - Stage 2 959 823 - 966 861 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s 8.4 9.5 0.1 2.1 F-K�VI L06 A A Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 1596 - - 1058 883 1514 - - HCM Lane V/C Ratio 0.001 - - 0.006 0.091 0.005 - - HCM Coritrd Delay (s) 7.3 0 - 8.4 9.5 7.4 0 - F-K;NI Lane LOS A A - A A A A - HCM 95th °/�ile Q(veh) 0 - - 0 0.3 0 - - 11/27/2023 Syrxhro 11 Light Repa-t st am oorbettsyn HCM 6th TWSC 6: Corbett & Lowes Service Access/Site Access Ir�ers�ctia� Ir�t Delay, s/veh 2.7 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � � Traffic Vd, veh/h 0 0 3 59 0 0 2 29 130 6 13 0 Future Vd, vehlh 0 0 3 59 0 0 2 29 130 6 13 0 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - - - - - - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 85 90 85 90 90 90 85 85 90 90 85 85 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 0 0 4 66 0 0 2 34 144 7 15 0 Short Total PM Maja'/Ninoi- Ninor2 Ninor1 Maja'1 Major2 Corifliding RowAll 139 211 15 141 139 106 15 0 0 178 0 0 Stage1 29 29 - 110 110 - - - - - - - Stage 2 110 182 - 31 29 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Qitical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Fdlo�nFup �kiwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 831 686 1065 829 752 948 1603 - - 1398 - - Stage 1 988 871 - 895 804 - - - - - - - Stage 2 895 749 - 986 871 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer 827 682 1065 822 747 948 1603 - - 1398 - - Mov Cap-2 Maneuver 827 682 - 822 747 - - - - - - - Stage1 987 867 - 894 803 - - - - - - - Stage 2 894 748 - 978 867 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s 8.4 9.8 0.1 2.3 F-K�VI L06 A A Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 1603 - - 1065 871 1398 - - HCM Lane V/C Ratio 0.001 - - 0.003 0.08 0.005 - - HCM Coritrd Delay (s) 7.2 0 - 8.4 9.8 7.6 0 - F-K;NI Lane LOS A A - A A A A - HCM 95th °/�ile Q(veh) 0 - - 0 0.3 0 - - 11/06/2023 Syrxhro 11 Light Repa-t st pm oorbettsyn /_1' ' ��L�1/��:J HCM 6th Signalized Intersection Summary Long Total AM 179: Ziegler & Council Tree/Broadcom Signal at Paddington-GrandTeton � � � �- � �- � t r� '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � '�, �j � � �j �� � �j �� � Traffic Vdume (veh/h) 40 20 85 5 10 5 115 1445 55 115 1380 95 Future Vdume (veh/h) 40 20 85 5 10 5 115 1445 55 115 1380 95 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�Bike Adj(A�b� 0.99 0.95 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1870 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870 Adj Flcr�v Rate, veh/h 42 21 4 5 11 1 121 1521 42 121 1453 74 Peak Hour Facta- 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Per'oent Fieavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 140 109 21 129 134 112 331 2825 1310 381 2823 1258 Arrive On Green 0.07 0.07 0.07 0.07 0.07 0.07 0.07 1.00 1.00 0.03 0.79 0.79 Sat Flonrv, veh/h 1386 1511 288 1371 1870 1565 1781 3554 1648 1853 3554 1584 Qp Vdume(v), veh/h 42 0 25 5 11 1 121 1521 42 121 1453 74 Qp Sat Ra�(s),veh/hlln 1386 0 1799 1371 1870 1565 1781 1777 1648 1853 1777 1584 Q Serve(�s), s 4.4 0.0 2.0 0.5 0.8 0.1 2.0 0.0 0.0 1.8 21.3 1.5 Gyde Q C�ear(�c), s 5.2 0.0 2.0 2.5 0.8 0.1 2.0 0.0 0.0 1.8 21.3 1.5 Prop In L.ane 1.00 0.16 1.00 1.00 1.00 1.00 1.00 1.00 Lane Qp Cap(c), vehlh 140 0 129 129 134 112 331 2825 1310 381 2823 1258 V/C Ratio(� 0.30 0.00 0.19 0.04 0.08 0.01 0.37 0.54 0.03 0.32 0.51 0.06 Avail Cap(c a), veh/h 327 0 372 313 387 323 413 2825 1310 444 2823 1258 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.27 0.27 0.27 1.00 1.00 1.00 Unifa-m Delay (d), s/veh 67.4 0.0 65.5 66.7 65.0 64.6 4.5 0.0 0.0 2.4 5.4 3.3 Ina- Delay (d2), s�veh 1.2 0.0 0.7 0.1 0.3 0.0 0.2 0.2 0.0 0.5 0.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 1.6 0.0 0.9 0.2 0.4 0.0 0.5 0.1 0.0 0.5 6.7 0.4 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 68.6 0.0 66.2 66.8 65.2 64.7 4.7 0.2 0.0 2.9 6.0 3.4 LnGrp LOS E A E E E E A A A A A A Approad� Vd, veh/h 67 17 1684 1648 Approad� Delay, sJveh 67.7 65.7 0.5 5.7 Approad-i LOS E E A A Timer - Assianed Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 1 2 9.1 125.1 5.0 7.0 11.0 91.0 4.0 23.3 0.1 16.8 4 5 6 8 15.8 9.0 125.2 15.8 6.0 5.0 7.0 6.0 30.0 9.0 93.0 30.0 7.2 3.8 2.0 4.5 0.2 0.1 18.6 0.0 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 4.7 F-K:NI 6th L06 A Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't It am paddirigtonsyn Timing Report, Sorted By Phase Long Total AM 179: Ziegler & Council Tree/Broadcom Signal at Paddington-GrandTeton � 1 --. �. T .- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 4 5 6 8 NBL SBTL EBTL SBL NBTL U�BTL Lead Lag Lead Lag I�br�e 16 10.7% 11 5 0 4 3 3 0 0 No Yes 46 62 57 57 43 54 54 GMax 98 65.3% � 4.5 2.5 7 3 3 0 0 7 16 Yes Yes 62 10 3 137 59 0 134 I�br�e 36 24.0% 35 3 3 4 3 3 0 0 7 71 Yes Yes 10 46 40 18 7 37 15 f�brie 14 9.3% 11 5 0 4 3 3 0 0 f�lo Yes 46 60 55 55 43 52 52 GMax 100 66.7% � 4.5 2.5 7 3 3 0 0 7 18 Yes Yes 60 10 3 135 57 0 132 Iritersec�ion Surrrr�ary Gyde Lerigth 150 Contrd Type Actuatec�Coordinated Natural Gyde 90 Offset: 3(2%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow : _...�. _. .._....,�� I�brie 36 24.0% 35 3 3 4 3 3 0 0 7 22 Yes Yes 10 46 40 18 7 37 15 Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't It am paddirigtonsyn Queues Long Total AM 179: Ziegler & Council Tree/Broadcom Signal at Paddington-GrandTeton � � � � � � t r� � 1 � Lane C�-oup EBL EBT V�BL V�BT WBR NBL NBT f�R SBL SBT SBR Lane Q oup Row (vph) 42 110 5 11 5 121 1521 58 121 1453 100 v/c Ratio 0.33 0.48 0.06 0.06 0.02 0.39 0.59 0.05 0.37 0.57 0.08 Contrd Delay 66.9 23.3 57.4 57.3 0.2 6.6 9.5 2.4 8.2 14.9 5.1 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.9 23.3 57.4 57.3 0.2 6.6 9.5 2.4 8.2 14.9 5.1 C�.ie Lerigth 50th (ft) 40 20 5 10 0 6 214 0 13 272 0 C�.�eue Lerx,�th 95th (ft) 72 73 17 27 0 m34 m524 m3 93 626 m54 Iritemal Link Dist (ft) 846 1057 1077 4040 Tum Bay Lerigth (ft) 150 40 420 340 400 400 Base Capacity(vph) 288 401 183 385 378 349 2577 1247 352 2570 1197 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.15 0.27 0.03 0.03 0.01 0.35 0.59 0.05 0.34 0.57 0.08 Iritersection Surrmary m Vdume fa- 95th peroentile queue is metered by upstream signal. Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't It am paddirigtonsyn HCM 6th Signalized Intersection Summary Long Total PM 179: Ziegler & Council Tree/Broadcom Signal at Paddington-GrandTeton � � � �- � �- � t r� '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � '� �j � � � �� � �j �� � Traffic Vdume (veh/h) 220 35 300 65 50 135 310 1440 15 40 1680 105 Future Vdume (veh/h) 220 35 300 65 50 135 310 1440 15 40 1680 105 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1870 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870 Adj Flcr�v Rate, veh/h 224 36 152 66 51 48 316 1469 1 41 1714 58 Peak Hour Facta- 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Per'oent Fieavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 295 65 276 177 399 337 339 2338 1084 303 1918 855 Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 0.20 0.88 0.88 0.03 0.54 0.54 Sat Flonrv, veh/h 1292 306 1291 1193 1870 1578 1781 3554 1648 1853 3554 1584 Qp Vdume(v), veh/h 224 0 188 66 51 48 316 1469 1 41 1714 58 Qp Sat Ra�(s),veh/hlln 1292 0 1597 1193 1870 1578 1781 1777 1648 1853 1777 1584 Q Serve(�s), s 25.4 0.0 15.7 7.8 3.3 3.7 19.5 17.2 0.0 1.5 64.3 2.6 Gyde Q C�ear(�c), s 28.8 0.0 15.7 23.6 3.3 3.7 19.5 17.2 0.0 1.5 64.3 2.6 Prop In L.ane 1.00 0.81 1.00 1.00 1.00 1.00 1.00 1.00 Lane Qp Cap(c), vehlh 295 0 341 177 399 337 339 2338 1084 303 1918 855 V/C Ratio(� 0.76 0.00 0.55 0.37 0.13 0.14 0.93 0.63 0.00 0.14 0.89 0.07 Avail Cap(c a), veh/h 304 0 351 185 411 347 339 2338 1084 337 1918 855 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 1.00 1.00 1.00 Unifa-m Delay (d), s/veh 59.3 0.0 52.6 63.1 47.7 47.8 45.1 4.3 3.2 14.3 30.7 16.5 Ina- Delay (d2), s�veh 10.3 0.0 1.7 1.3 0.1 0.2 5.0 0.1 0.0 0.2 6.9 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 9.3 0.0 6.6 2.5 1.6 1.5 11.5 3.5 0.0 0.6 28.0 1.0 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 69.6 0.0 54.3 64.4 47.8 48.0 50.1 4.4 3.2 14.5 37.6 16.6 LnGrp LOS E A D E D D D A A B D B Approad� Vd, veh/h 412 165 1786 1813 Approad� Delay, sJveh 62.6 54.5 12.5 36.4 Approad-i LOS E D B D Timer - Assianed Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 1 2 26.0 87.0 5.0 7.0 21.0 79.0 21.5 66.3 0.0 9.2 4 5 6 8 37.0 8.3 104.7 37.0 6.0 5.0 7.0 6.0 32.0 6.0 94.0 32.0 30.8 3.5 19.2 25.6 0.3 0.0 16.8 0.3 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 29.5 F-K:NI 6th L06 C Soenario 1 City of Fort Cdlins Signal Tirring 12/0�2023 Syrxhro 11 Light Repa-t It pm paddirigtonsyn Timing Report, Sorted By Phase Long Total PM 179: Ziegler & Council Tree/Broadcom Signal at Paddington-GrandTeton � 1 --. �. T .- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 4 5 6 8 NBL SBTL EBTL SBL NBTL U�BTL Lead Lag Lead Lag I�br�e 26 17.3% 11 5 0 4 3 3 0 0 No Yes 115 141 136 136 45 66 66 GMax 86 57.3% � 4.5 2.5 7 3 3 0 0 7 16 Yes Yes 141 77 70 54 71 0 134 I�brie 38 25.3% 35 3 3 4 3 3 0 0 7 71 Yes Yes 77 115 109 87 7 39 17 f�brie 11 7.3% 11 5 0 4 3 3 0 0 f�lo Yes 115 126 121 121 45 51 51 GMax 101 67.3% � 4.5 2.5 7 3 3 0 0 7 18 Yes Yes 126 77 70 52 56 0 132 Iritersec�ion Surrrr�ary Gyde Lerigth 150 Contrd Type Actuatec�Coordinated Natural Gyde 120 Offset: 70 (47%), Referer�ced to phase 2:SBTL and 6:NBTL, Start of Yelladu : _...�. _. .._....,�� I�brie 38 25.3% 35 3 3 4 3 3 0 0 7 22 Yes Yes 77 115 109 87 7 39 17 Soenario 1 City of Fort Cdlins Signal Tirring 12/0�2023 Syrxhro 11 Light Repa-t It pm paddirigtonsyn Queues Long Total PM 179: Ziegler & Council Tree/Broadcom Signal at Paddington-GrandTeton � � � � � � t r� � 1 � Lane C�-oup EBL EBT V�BL V�BT WBR NBL NBT f�R SBL SBT SBR Lane Q oup Row (vph) 224 342 66 51 138 316 1469 15 41 1714 107 v/c Ratio 0.77 0.70 1.02 0.13 0.32 0.99 0.66 0.01 0.16 0.94 0.12 Contrd Delay 73.6 30.7 174.7 48.1 14.2 77.6 14.8 0.0 4.8 28.8 0.7 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 73.6 30.7 174.7 48.1 14.2 77.6 14.8 0.0 4.8 28.8 0.7 C�.ie Lerigth 50th (ft) 207 135 65 40 19 242 512 0 6 808 6 C�.�eue Lerx�th 95th (ft) #330 254 #172 80 80 rr#293 rr�76 m0 m5 #1840 m1 Iritemal Link Dist (ft) 846 1057 1077 4040 Tum Bay Lerigth (ft) 150 40 420 340 400 400 Base Capacity(vph) 296 498 66 409 437 318 2231 1087 255 1824 881 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.76 0.69 1.00 0.12 0.32 0.99 0.66 0.01 0.16 0.94 0.12 Iritersection Surrmary - Vdurr� exceeds capaaty, queue is thea-etically infinite. C�ue��e sha�un is rr�udmum after iv�o cydes. # 95th peroentile vdume exoeecls capacity, queue rr�y be longer. Queue shown is ma�dmum after iv�o c.ydes. m Vdume fa- 95th pe�-oentile queue is metered by upstream signal. Soenario 1 City of Fort Cdlins Signal Tirring 12/0�2023 Syrxhro 11 Light Repa-t It pm paddirigtonsyn HCM 6th TWSC Long Total AM 11: Ziegler & Target Service Access Signal at Paddington-Grand Teton Ir�ers�ctia� Ir�t Delay, s/veh 0.1 Nbverrer�t EBL EBR f�L NBT SBT SBR Lane Corifigurations � � �� �'�, Traffic Vd, veh/h 0 10 10 1480 1580 50 Future Vd, vehlh 0 10 10 1480 1580 50 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Storage Length - 0 0 - - - Veh in Median Storage, # 1 - - 0 0 - Graaclee, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehides, % 2 2 2 2 2 2 MvmtFlaw 0 11 11 1558 1663 53 Maja'/Ninoi- Ninor2 Maja'1 Maja2 Corifliding RowAll - 858 1716 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical I-Id�niy Stg 1 - - - - - - U-itical I-Id�n�y Stg 2 - - - - - - Fdlo�nFup �kiuvy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 300 365 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap�1 Maneuver - 300 365 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - P�pproach EB NB SB HCM Coritrd Delay, s 17.4 0.1 0 HCM L06 C Ninor LanelMaja' M�rtt NBL NBT EBLn1 SBT SBR CaNpacitY (veh/h) 365 - 300 - - HCM Lane V/C Ratio 0.029 - 0.035 - - HCM Coritrd Delay (s) 15.2 - 17.4 - - HCM Larie LOS C - C - - HCM 95th °/�ile Q(veh) 0.1 - 0.1 - - Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't It am paddirigtonsyn HCM 6th TWSC Long Total PM 11: Ziegler & Target Service Access Signal at Paddington-Grand Teton Ir�ers�ctia� Ir�t Delay, s/veh 0.4 Nbverrer�t EBL EBR f�L NBT SBT SBR Lane Corifigurations � � �� �'�, Traffic Vd, veh/h 0 60 15 1780 1765 105 Future Vd, vehlh 0 60 15 1780 1765 105 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanr�lized - None - Norie - Norie Storage Length - 0 250 - - - Veh in Median Storage, # 1 - - 0 0 - Graaclee, % 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehides, % 2 2 2 2 2 2 Mvrrit Flow 0 61 15 1816 1801 107 Maja'/Ninoi- Ninor2 Maja'1 Maja2 Corifliding RowAll - 954 1908 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical I-Id�niy Stg 1 - - - - - - U-itical I-Id�n�y Stg 2 - - - - - - Fdlo�nFup �kiuvy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 259 307 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer - 259 307 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - �•• •.• I: : f • • �- . 1 1 ■:�►l _�� Ninor LanelMaja' M�rtt NBL NBT EBLn1 SBT SBR Capaaty (veh/h) 307 - 259 - - HCM Lane V/C Ratio 0.05 - 0.236 - - HCM Coritrd Delay (s) 17.3 - 232 - - HCM Larie LOS C - C - - HCM 95th °/�ile Q(veh) 0.2 - 0.9 - - Soenario 1 City of Fort Cdlins Signal Tirring 12/0�2023 Syrxhro 11 Light Repa-t It pm paddirigtonsyn HCM 6th TWSC Long Total AM 8: Ziegler & Hidden Pond Signal at Paddington-Grand Teton Ir�ers�ctia� Ir�t Delay, s/veh 2.9 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations �' � �, � �'� � �� � Traffic Vd, veh/h 30 0 90 5 0 5 55 1420 5 5 1535 70 Future Vd, vehlh 30 0 90 5 0 5 55 1420 5 5 1535 70 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Sta'age Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, #- 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 32 0 95 5 0 5 58 1495 5 5 1616 74 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'2 Confliding RowAll 2490 3242 808 2432 3314 750 1690 0 0 1500 0 0 Stage1 1626 1626 - 1614 1614 - - - - - - - Stage 2 864 1616 - 818 1700 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver -15 9 324 16 8 354 374 - - 443 - - Stage 1 106 159 - 108 161 - - - - - - - Stage 2 315 161 - 336 146 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer -13 8 324 10 7 354 374 - - 443 - - Mov Cap-2 Maneuver 65 69 - 10 7 - - - - - - - Stage1 90 157 - 91 136 - - - - - - - Stage 2 262 136 - 235 144 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s 41.6 $ 333.5 0.6 0 HCM L06 E F Ninor LanelMaja' M�rrt NBL NBT NBR EBLn1 EBLnZWBLn1 SBL SBT SBR Capaaty (veh/h) 374 - - 65 324 19 443 - - HCM Lane V/C Ratio 0.155 - - 0.486 0.292 0.554 0.012 - - HCM Coritrd Delay (s) 16.4 - - 104.4 20.6$ 333.5 13.2 - - F-K;NI Lar�e LOS C - - F C F B - - HCM 95th °/�ile Q(veh) 0.5 - - 1.9 1.2 1.5 0 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't It am paddirigtonsyn HCM 6th TWSC Long Total PM 8: Ziegler & Hidden Pond Signal at Paddington-Grand Teton Ir�ers�ctia� Ir�t Delay, s/veh 9.4 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations �' � �, � �'� � �� � Traffic Vd, veh/h 50 0 85 5 0 5 100 1675 5 5 1780 115 Future Vd, vehlh 50 0 85 5 0 5 100 1675 5 5 1780 115 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Sta'age Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, #- 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 51 0 87 5 0 5 102 1709 5 5 1816 117 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'2 Confliding RowAll 2885 3744 908 2834 3859 857 1933 0 0 1714 0 0 Stage1 1826 1826 - 1916 1916 - - - - - - - Stage 2 1059 1918 - 918 1943 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver - 7 4 278 8 4 301 301 - - 366 - - Stage 1 80 126 - 70 114 - - - - - - - Stage 2 240 114 - 292 110 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer - 5 3 278 � 4 3 301 301 - - 366 - - Mov Cap-2 Maneuver - 38 42 - � 4 3 - - - - - - - Stage1 53 124 - 46 75 - - - - - - - Stage 2 156 75 - 198 108 - - - - - - - P�pproach EB V�B NB SB HCM Coritrd Delay, s 173.5 $1029 1.3 0 HCM L06 F F Ninor LanelMaja' M�rrt NBL NBT NBR EBLn1 EBLnZWBLn1 SBL SBT SBR Capaaty (veh/h) 301 - - 38 278 8 366 - - HCM Lane V/C Ratio 0.339 - - 1.343 0.312 1.276 0.014 - - HCM Coritrd Delay (s) 23 - -$ 428.2 23.7 $1029 15 - - F-K;NI Lar�e LOS C - - F C F B - - HCM 95th °/�ile Q(veh) 1.5 - - 5.3 1.3 2.1 0 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring 12/0�2023 Syrxhro 11 Light Repa-t It pm paddirigtonsyn HCM 6th Signalized Intersection Summary Long Total AM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-GrandTeton � � � �- � �- � t r� '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � � �j �'�, �j �'� Traffic Vdume (veh/h) 120 0 55 30 0 15 35 1410 10 5 1525 5 Future Vdume (veh/h) 120 0 55 30 0 15 35 1410 10 5 1525 5 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flcr�v Rate, veh/h 126 0 1 32 0 1 37 1484 11 5 1605 5 Peak Hour Facta- 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Per'oent Fieavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 204 0 1 223 1 6 280 2827 21 338 2783 9 Arrive On Green 0.11 0.00 0.11 0.11 0.00 0.11 0.06 1.00 1.00 0.01 0.77 0.77 Sat Flonrv, veh/h 1463 0 12 1646 7 52 1781 3616 27 1781 3634 11 Qp Vdume(v), veh/h 127 0 0 33 0 0 37 729 766 5 785 825 Qp Sat Ra�(s),veh/hlln 1475 0 0 1705 0 0 1781 1777 1866 1781 1777 1868 Q Serve(�s), s 10.0 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.1 27.8 27.8 Gyde Q C�ear(�c), s 12.5 0.0 0.0 2.5 0.0 0.0 0.6 0.0 0.0 0.1 27.8 27.8 Prop In Lane 0.99 0.01 0.97 0.03 1.00 0.01 1.00 0.01 Lane Qp Cap(c), vehlh 205 0 0 229 0 0 280 1389 1458 338 1361 1431 V/C Ratio(� 0.62 0.00 0.00 0.14 0.00 0.00 0.13 0.52 0.53 0.01 0.58 0.58 Avail Cap(c a), veh/h 356 0 0 381 0 0 314 1389 1458 400 1361 1431 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Unifa-m Delay (d), s/veh 65.2 0.0 0.0 61.0 0.0 0.0 6.0 0.0 0.0 3.7 7.4 7.4 Ina- Delay (d2), s�veh 3.0 0.0 0.0 0.3 0.0 0.0 0.2 1.4 1.4 0.0 1.8 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 4.9 0.0 0.0 1.2 0.0 0.0 0.2 0.5 0.5 0.0 9.7 10.2 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 68.2 0.0 0.0 61.3 0.0 0.0 6.2 1.4 1.4 3.7 9.2 9.1 LnGrp LOS E A A E A A A A A A A A Approad� Vd, veh/h 127 33 1532 1615 Approach Delay, sJveh 68.2 61.3 1.5 9.1 Approad-i LOS E E A A Timer - Assianed Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 1 2 8.1 120.9 5.0 7.0 6.0 95.0 2.6 29.8 0.0 17.8 4 5 6 8 21.0 5.8 123.3 21.0 6.0 5.0 7.0 6.0 31.0 6.0 95.0 31.0 14.5 2.1 2.0 4.5 0.5 0.0 15.6 0.1 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 8.4 F-K:NI 6th L06 A Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't It am paddirigtonsyn Timing Report, Sorted By Phase Long Total AM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-GrandTeton � 1 --. �. T '_ � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 4 5 6 8 NBL SBTL EBTL SBL NBTL U�BTL Lead Lag Lead Lag I�br�e 11 7.3% 11 5 0 4 3 3 0 0 No Yes 37 48 43 43 37 43 43 GMax 102 68.0% � 4.5 2.5 7 3 3 0 0 Yes Yes 48 0 143 143 48 143 143 I�br�e 37 24.7% 35 3 3 4 3 3 0 0 Yes Yes 0 37 31 31 0 31 31 f�brie 11 7.3% 11 5 0 4 3 3 0 0 f�lo Yes 37 48 43 43 37 43 43 GMax 102 68.0% � 4.5 2.5 7 3 3 0 0 Yes Yes 48 0 143 143 48 143 143 Iritersec�ion Surrrr�ary Gyde Lerigth 150 Contrd Type Actuatec�Coordinated Natural Gyde 90 Offset: 0(0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red �C�'�:!'i1 I�brie 37 24.7% 35 3 3 4 3 3 0 0 Yes Yes 0 37 31 31 0 31 31 Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't It am paddirigtonsyn Queues Long Total AM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-GrandTeton � � � t � 1 Lane C�-oup EBT V�BT NBL NBT SBL SBT Lane Q oup Row (vph) 184 48 37 1495 5 1610 v/c Ratio 0.77 0.20 0.16 0.54 0.02 0.62 Contrd Delay 59.7 7.8 6.5 10.9 4.4 12.5 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.7 7.8 6.5 10.9 4.4 12.5 C�.ie Lerigth 50th (ft) 115 0 10 364 1 386 C�.�eue Lerigth 95th (ft) 192 24 m23 345 5 577 Iriterr�al Link Dist (ft) 307 269 330 2371 Tum Bay Lerigth (ft) 200 200 Base Capacity (vph) 350 342 238 2761 280 2600 Starvation Cap Reduuc�n 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 Reduoed v/c Ratio 0.53 0.14 0.16 0.54 0.02 0.62 Iritersection Surrmary m Vdume fa- 95th peroentile queue is metered by upstream signal. Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't It am paddirigtonsyn HCM 6th Signalized Intersection Summary Long Total PM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-GrandTeton �� � � � �- � �- � t r� '� 1 � �- �- �. - ,- - Lane Corifiguratioris Traffic Vdume (veh/h) 145 0 55 20 0 15 70 1645 15 15 1825 10 Future Vdume (veh/h) 145 0 55 20 0 15 70 1645 15 15 1825 10 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flcr�v Rate, veh/h 148 0 1 20 0 1 71 1679 15 15 1862 10 Peak Hour Facta- 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Per'oent Fieavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 225 0 1 248 1 10 221 2734 24 240 2699 14 Arrive On Green 0.12 0.00 0.12 0.12 0.00 0.12 0.03 0.76 0.76 0.02 0.74 0.74 Sat Flonrv, veh/h 1438 0 10 1626 10 82 1781 3609 32 1781 3624 19 Qp Vdume(v), veh/h 149 0 0 21 0 0 71 826 868 15 912 960 Qp Sat Ra�(s),veh/hlln 1448 0 0 1717 0 0 1781 1777 1865 1781 1777 1867 Q Serve(�s), s 13.4 0.0 0.0 0.0 0.0 0.0 1.4 31.6 31.7 0.3 40.4 40.5 Gyde Q C�ear(�c), s 15.0 0.0 0.0 1.6 0.0 0.0 1.4 31.6 31.7 0.3 40.4 40.5 Prop In Lane 0.99 0.01 0.95 0.05 1.00 0.02 1.00 0.01 Lane Qp Cap(c), vehlh 227 0 0 259 0 0 221 1346 1412 240 1323 1390 V/C Ratio(� 0.66 0.00 0.00 0.08 0.00 0.00 0.32 0.61 0.61 0.06 0.69 0.69 Avail Cap(c a), veh/h 335 0 0 368 0 0 271 1346 1412 290 1323 1390 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Unifa-m Delay (d), s/veh 64.0 0.0 0.0 58.3 0.0 0.0 11.6 8.2 8.3 7.3 10.1 10.1 Ina- Delay (d2), s�veh 3.2 0.0 0.0 0.1 0.0 0.0 0.8 2.1 2.0 0.1 3.0 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 5.8 0.0 0.0 0.7 0.0 0.0 0.8 11.2 11.8 0.1 14.8 15.6 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 67.3 0.0 0.0 58.4 0.0 0.0 12.5 10.3 10.3 7.4 13.0 12.9 LnGrp LOS E A A E A A B B B A B B Approad� Vd, veh/h 149 21 1765 1887 Approad� Delay, sJveh 67.3 58.4 10.4 12.9 Approad-i LOS E E B B Timer - Assigned Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 1 2 8.8 117.7 5.0 7.0 8.0 95.0 3.4 42.5 0.0 23.4 4 5 6 8 23.5 6.9 119.6 23.5 6.0 5.0 7.0 6.0 29.0 6.0 97.0 29.0 17.0 2.3 33.7 3.6 0.5 0.0 19.9 0.1 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 14.1 HCM 6th L06 B Soenario 1 City of Fort Cdlins Signal Tirring 12/0�2023 Syrxhro 11 Light Repa-t It pm paddirigtonsyn Timing Report, Sorted By Phase Long Total PM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-GrandTeton � 1 --. �. T '_ � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 4 5 6 8 NBL SBTL EBTL SBL NBTL U�BTL Lead Lag Lead Lag I�br�e 13 8.7% 11 5 0 4 3 3 0 0 No Yes 35 48 43 43 35 43 43 GMax 102 68.0% � 4.5 2.5 7 3 3 0 0 Yes Yes 48 0 143 143 48 143 143 I�br�e 35 23.3% 35 3 3 4 3 3 0 0 Yes Yes 0 35 29 29 0 29 29 f�brie 11 7.3% 11 5 0 4 3 3 0 0 f�lo Yes 35 46 41 41 35 41 41 GMax 104 69.3% � 4.5 2.5 7 3 3 0 0 Yes Yes 46 0 143 143 46 143 143 Iritersec�ion Surrrr�ary Gyde Lerigth 150 Contrd Type Actuatec�Coordinated Natural Gyde 100 Offset: 0(0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red �C�'�:!'i1 I�brie 35 23.3% 35 3 3 4 3 3 0 0 Yes Yes 0 35 29 29 0 29 29 Soenario 1 City of Fort Cdlins Signal Tirring 12/0�2023 Syrxhro 11 Light Repa-t It pm paddirigtonsyn Queues Long Total PM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-GrandTeton � � � t � 1 Lane C�-oup EBT V�BT NBL NBT SBL SBT Lane Q oup Row (vph) 204 35 71 1694 15 1872 v/c Ratio 0.79 0.13 0.40 0.64 0.07 0.75 Contrd Delay 62.0 2.9 11.9 20.6 5.1 17.9 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.0 2.9 11.9 20.6 5.1 17.9 C�.ie Lerigth 50th (ft) 134 0 19 640 3 562 C�.ieue Lerigth 95th (ft) 217 8 m36 835 10 806 Iriterr�al Link Dist (ft) 307 269 330 2371 Tum Bay Lerigth (ft) 200 200 Base Capacity (vph) 335 344 191 2665 221 2485 Starvation Cap Reduuc�n 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 Reduoed v/c Ratio 0.61 0.10 0.37 0.64 0.07 0.75 Iritersection Surrmary m Vdume fa- 95th peroentile queue is metered by upstream signal. Soenario 1 City of Fort Cdlins Signal Tirring 12/0�2023 Syrxhro 11 Light Repa-t It pm paddirigtonsyn HCM 6th TWSC Long Total AM 4: Corbett & Target Service Access Ir�ers�ctia� Ir�t Delay, s/veh 2 Nbvemer�t V�BL V�BR NBT NBR SBL SBT Lane Corifigurations � '� �' Traffic Vd, veh/h 30 10 70 5 5 90 Future Vd, vehlh 30 10 70 5 5 90 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Sta'age Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehides, % 2 2 2 2 2 2 Mvrrit Flow 33 11 Tl 5 5 99 Maja'/Ninoi- Ninor'1 Maja'1 Maja2 Confliding RowAll 189 80 0 0 82 0 Stage 1 80 - - - - - Stage 2 109 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Qitical Hdwy Stg 2 5.42 - - - - - Fdlo�nFup �kiwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 800 980 - - 1515 - Stage 1 943 - - - - - Stage 2 916 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer 798 980 - - 1515 - Mov Cap-2 Maneuver 798 - - - - - Stage 1 943 - - - - - Stage 2 913 - - - - - �•• •.• I: : f • • �- . • 1 1 � ■:�►l _�� � Nina' LanelMaja' M�rtt NBT NBKV�BLn1 SBL SBT Capaaty (veh/h) - - 837 1515 - HCM Lane V/C Ratio - - 0.053 0.004 - HCM Coritrd Delay (s) - - 9.5 7.4 0 F-K;NI Lane LOS - - A A A HCM 95th °/�ile Q(veh) - - 0.2 0 - 11/30/2023 Syrxhro 11 Light Repa-t It am c�orbett.syn HCM 6th TWSC Long Total PM 4: Corbett & Target Service Access Ir�ers�ctia� Ir�t Delay, s/veh 2 Nbvemer�t V�BL V�BR NBT NBR SBL SBT Lane Corifigurations � '� �' Traffic Vd, veh/h 40 15 155 15 5 75 Future Vd, vehlh 40 15 155 15 5 75 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Stop Stop Free Free Free Free RT Chanridized - None - Norie - Norie Sta'age Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 47 18 182 18 6 88 Maja'/Ninoi- Ninor'1 Maja'1 Maja2 Corifliding RowAll 291 191 0 0 200 0 Stage 1 191 - - - - - Stage 2 100 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Qitical Hdwy Stg 2 5.42 - - - - - Fdlo�nFup �kiwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 700 851 - - 1372 - Stage 1 841 - - - - - Stage 2 924 - - - - - Platoon blocked, % - - - Mov Cap�1 Manewer 697 851 - - 1372 - Mov Cap-2 Maneuver 697 - - - - - Stage 1 841 - - - - - Stage 2 919 - - - - - �•• •.• I: : f • • �- . 1 � 1 1 ■:�►l _�� Nina' LanelMaja' M�rtt NBT NBKV�BLn1 SBL SBT Capaaty (veh/h) - - 733 1372 - HCM Lane V/C Ratio - - 0.088 0.004 - HCM Coritrd Delay (s) - - 10.4 7.6 0 F-K;NI Lane LOS - - B A A HCM 95th °/�ile Q(veh) - - 0.3 0 - 11/30/2023 Syrxhro 11 Light Repa-t It pm corbettsyn HCM 6th TWSC 6: Corbett & Lowes Service Access/Site Access Ir�ers�ctia� Ir�t Delay, s/veh 4.7 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � � Traffic Vd, veh/h 0 0 5 75 0 0 5 15 60 10 15 0 Future Vd, vehlh 0 0 5 75 0 0 5 15 60 10 15 0 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - - - - - - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 85 91 85 91 91 91 85 85 91 91 85 85 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 0 0 6 82 0 0 6 18 66 11 18 0 Long Total AM Maja'/Ninoi- Ninor2 Ninor1 Maja'1 Major2 Corifliding RowAll 103 136 18 106 103 51 18 0 0 84 0 0 Stage 1 40 40 - 63 63 - - - - - - - Stage 2 63 96 - 43 40 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Qitical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Fdlo�nFup �kiwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 877 755 1061 873 787 1017 1599 - - 1513 - - Stage 1 975 862 - 948 842 - - - - - - - Stage 2 948 815 - 971 862 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer 870 747 1061 861 Tl8 1017 1599 - - 1513 - - Mov Cap-2 Maneuver 870 747 - 861 778 - - - - - - - Stage1 971 856 - 944 839 - - - - - - - Stage 2 944 812 - 959 856 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s 8.4 9.6 0.5 2.8 F-K�VI L06 A A Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 1599 - - 1061 861 1513 - - HCM Lane V/C Ratio 0.004 - - 0.006 0.096 0.007 - - HCM Coritrd Delay (s) 7.3 0 - 8.4 9.6 7.4 0 - F-K;NI Lane LOS A A - A A A A - HCM 95th °/�ile Q(veh) 0 - - 0 0.3 0 - - 11/30/2023 Syrxhro 11 Light Repa-t It am c�orbett.syn HCM 6th TWSC 6: Corbett & Lowes Service Access/Site Access Ir�ers�ctia� Ir�t Delay, s/veh 2.8 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � � Traffic Vd, veh/h 0 0 5 60 0 0 5 30 135 5 15 0 Future Vd, vehlh 0 0 5 60 0 0 5 30 135 5 15 0 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - - - - - - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 85 90 85 90 90 90 85 85 90 90 85 85 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 0 0 6 67 0 0 6 35 150 6 18 0 Long Total PM Maja'/Ninoi- Ninor2 Ninor1 Maja'1 Major2 Corifliding RowAll 152 227 18 155 152 110 18 0 0 185 0 0 Stage1 30 30 - 122 122 - - - - - - - Stage 2 122 197 - 33 30 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Qitical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Fdlo�nFup �kiwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 815 672 1061 812 740 943 1599 - - 1390 - - Stage 1 987 870 - 882 795 - - - - - - - Stage 2 882 738 - 983 870 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer 810 667 1061 802 734 943 1599 - - 1390 - - Mov Cap-2 Maneuver 810 667 - 802 734 - - - - - - - Stage1 983 867 - 878 792 - - - - - - - Stage 2 878 735 - 974 867 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s 8.4 9.9 0.2 1.8 F-K�VI L06 A A Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 1599 - - 1061 802 1390 - - HCM Lane V/C Ratio 0.004 - - 0.006 0.083 0.004 - - HCM Coritrd Delay (s) 7.3 0 - 8.4 9.9 7.6 0 - F-K;NI Lane LOS A A - A A A A - HCM 95th °/�ile Q(veh) 0 - - 0 0.3 0 - - 11/30/2023 Syrxhro 11 Light Repa-t It pm corbettsyn /_1' ' ��L�1/��:J HCM 6th TWSC Long Total AM 8: Ziegler & Hidden Pond �s�9►� Ir�ers�ctia� Ir�t Delay, s/veh 12.3 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations �' � �, � �'� � �� � Traffic Vd, veh/h 90 0 90 5 0 5 55 1420 5 5 1535 70 Future Vd, vehlh 90 0 90 5 0 5 55 1420 5 5 1535 70 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Sta'age Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, #- 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 95 0 95 5 0 5 58 1495 5 5 1616 74 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'2 Confliding RowAll 2490 3242 808 2432 3314 750 1690 0 0 1500 0 0 Stage1 1626 1626 - 1614 1614 - - - - - - - Stage 2 864 1616 - 818 1700 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver -15 9 324 16 8 354 374 - - 443 - - Stage 1 106 159 - 108 161 - - - - - - - Stage 2 315 161 - 336 146 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer -13 8 324 10 7 354 374 - - 443 - - Mov Cap-2 Maneuver - 65 69 - 10 7 - - - - - - - Stage 1 � 90 157 - 91 136 - - - - - - - Stage 2 262 136 - 235 144 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s 200.2 $ 333.5 0.6 0 HCM L06 F F Ninor LanelMaja' M�rrt NBL NBT NBR EBLn1 EBLnZWBLn1 SBL SBT SBR Capaaty (veh/h) 374 - - 65 324 19 443 - - HCM Lane V/C Ratio 0.155 - - 1.457 0.292 0.554 0.012 - - HCM Coritrd Delay (s) 16.4 - -$ 379.9 20.6$ 333.5 13.2 - - F-K;NI Lar�e LOS C - - F C F B - - HCM 95th °/�ile Q(veh) 0.5 - - 8.1 1.2 1.5 0 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't It am no signalsyn HCM 6th TWSC Long Total PM 8: Ziegler & Hidden Pond �s�9►� Ir�ers�ctia� Ir�t Delay, s/veh 48.4 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations �' � �, � �'� � �� � Traffic Vd, veh/h 130 0 85 5 0 5 100 1675 5 5 1780 115 Future Vd, vehlh 130 0 85 5 0 5 100 1675 5 5 1780 115 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Sta'age Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, #- 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 133 0 87 5 0 5 102 1709 5 5 1816 117 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'2 Confliding RowAll 2885 3744 908 2834 3859 857 1933 0 0 1714 0 0 Stage1 1826 1826 - 1916 1916 - - - - - - - Stage 2 1059 1918 - 918 1943 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver - 7 4 278 8 4 301 301 - - 366 - - Stage 1 - 80 126 - 70 114 - - - - - - - Stage 2 240 114 - 292 110 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer - 5 3 278 � 4 3 301 301 - - 366 - - Mov Cap-2 Maneuver - 38 42 - � 4 3 - - - - - - - Stage 1 � 53 124 - 46 75 - - - - - - - Stage 2 156 75 - 198 108 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s$ 820 $1029 1.3 0 HCM L06 F F Ninor LanelMaja' M�rrt NBL NBT NBR EBLn1 EBLnZWBLn1 SBL SBT SBR Capaaty (veh/h) 301 - - 38 278 8 366 - - HCM Lane V/C Ratio 0.339 - - 3.491 0.312 1.276 0.014 - - HCM Coritrd Delay (s) 23 - $1340.6 23.7 $1029 15 - - F-K;NI Lar�e LOS C - - F C F B - - HCM 95th °/�ile Q(veh) 1.5 - - 15.1 1.3 2.1 0 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't It pm no signalsyn HCM 6th TWSC Long Total AM 5: Ziegler & Paddington/Grand Teton �s�9►� Ir�ers�ctia� Ir�t Delay, s/veh 7 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � �'� � �'� Traffic Vd, veh/h 5 0 55 15 0 15 35 1470 10 5 1540 5 Future Vd, vehlh 5 0 55 15 0 15 35 1470 10 5 1540 5 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - 200 - - 200 - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrrit Flow 5 0 58 16 0 16 37 1547 11 5 1621 5 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'2 Confliding RowAll 2482 3266 813 2448 3263 TI9 1626 0 0 1558 0 0 Stage1 1634 1634 - 1627 1627 - - - - - - - Stage 2 848 1632 - 821 1636 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 15 9 322 16 9 339 396 - - 421 - - Stage 1 105 158 - 106 159 - - - - - - - Stage 2 322 158 - 335 157 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer 13 8 322 � 12 8 339 396 - - 421 - - Mov Cap-2 Maneuver 13 8 - � 12 8 - - - - - - - Stage1 95 156 - 96 144 - - - - - - - Stage 2 278 143 - 272 155 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s T7.2 $ 567.5 0.3 0 HCM L06 F F Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 396 - - 108 23 421 - - HCM Lane V/C Ratio 0.093 - - 0.585 1.373 0.013 - - HCM Coritrd Delay (s) 15 - - 77.2$ 567.5 13.7 - - F-K;NI Larie LOS C - - F F B - - HCM 95th °/�ile Q(veh) 0.3 - - 2.8 4 0 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't It am no signalsyn HCM 6th TWSC Long Total PM 5: Ziegler & Paddington/Grand Teton �s�9►� Ir�ers�ctia� Ir�t Delay, s/veh 9.6 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � �'� � �'� Traffic Vd, veh/h 5 0 55 5 0 15 70 1725 15 15 1840 10 Future Vd, vehlh 5 0 55 5 0 15 70 1725 15 15 1840 10 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - 200 - - 200 - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 5 0 56 5 0 15 71 1760 15 15 1878 10 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'2 Confliding RowAll 2935 3830 944 2879 3828 888 1888 0 0 1775 0 0 Stage 1 1913 1913 - 1910 1910 - - - - - - - Stage 2 1022 1917 - 969 1918 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 7 4 263 7 4 287 313 - - 346 - - Stage 1 70 114 - 70 115 - - - - - - - Stage 2 253 114 - 272 114 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer - 5 3 263 � 4 3 287 313 - - 346 - - Mov Cap-2 Maneuver - 5 3 - � 4 3 - - - - - - - Stage1 54 109 - 54 89 - - - - - - - Stage 2 185 88 - 205 109 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s$ 333 $ 717.9 0.8 0.1 HCM L06 F F Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 313 - - 50 15 346 - - HCM Lane V/C Ratio 0.718 - - 1.224 1.361 0.044 - - HCM Coritrd Delay (s) 19.9 - -$ 33�$ 717.9 15.9 - - F-K;NI Lar�e LOS C - - F F C - - HCM 95th °/�ile Q(veh) 0.9 - - 5.5 3.1 0.1 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring 12/05/2023 Syrxhro 11 Light Repa't It pm no signalsyn APPENDIX J SCALE: 1 "=600' PEDESTRIAN INFLUENCE AREA �� L-DELICH �� rASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021 Pedestrian LOS Worksheet Prge� Locatia, aassific�tia,: ar�- Description of Destination �°f Serv�ce �mnimum based on projed location dassification) Applicable Destination Area � �� Area 1Mthin 1320' Classification arectne�s continuity �� ��est�& security The resideritial IVinimum C C C C C � neighbort-iood to the ��{ial Actual A B B B B ria-th ar�d northv�est of the site Pro�Osed A B B B B Com�-aal uses to the Ninimum C C C C C 2 south and southv�est af ��.aal Adual A B B B B the site (Front Range �/Ilage) Proposed A B B B B Ninimum C C C C C 3 HPCampus Industrial Actual A B C C C Pro�Osed A B C C C The residential Ninimum C C C C C 4 neighbatiood to the �der�ial Actual F B C C C east and northeast of the site Proposed See Te� B C C C IVinimum 5 Actual Proposed Ninimum 6 Actual R-oposed Ninimum 7 Actual Proposed Ninimum 8 Actual Pro�osed Ninimum 9 Actual Proposed IVinimum 10 Actual Proposed SCALE: 1 "=600' BICYCLE INFLUENCE AREA �� L-DELICH �� rASSOCIATES Ziegler-Corbett Mixed-Use ODP MTIS, November 2021