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Home My WebLink AboutFORT COLLINS HOTEL (DOWNTOWN HOTEL) - FDP - FDP150033 - REPORTS - TRAFFIC STUDYFORT COLLINS CBD HOTEL TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO MARCH 2015 REVISED AUGUST 2015 Prepared for: McWhinney 2725 Rocky Mountain Avenue, Suite 200 Loveland, CO 80538 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 ..-_,,/;//.1 __ Project #1502 DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Roads .............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 7 Pedestrians Facilities ...................................................................................................... 7 Bicycle Facilities .............................................................................................................. 7 Transit Facilities .............................................................................................................. 7 III. PROPOSED DEVELOPMENT ............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 10 Background Traffic Projections ..................................................................................... 10 Trip Assignment ............................................................................................................ 15 Signal Warrants ............................................................................................................. 15 Geometry ...................................................................................................................... 15 Operation Analysis ........................................................................................................ 22 Pedestrian Level of Service ........................................................................................... 33 Bicycle Level of Service ................................................................................................ 33 Transit Level of Service ................................................................................................. 33 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 38 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 10 3. Short Range (2020) Background Peak Hour Operation .......................................... 25 4. Long Range (2035) Background Peak Hour Operation ........................................... 27 5. Short Range (2020) Total Peak Hour Operation With Roundabout Control at Mountain/Mathews-Walnut-Chestnut Intersection .............. 29 6. Short Range (2020) Total Peak Hour Operation With RT-in/RT-out Control at Mountain–Walnut/Chestnut Intersection ........................... 31 7. Long Range (2035) Total Peak Hour Operation With Roundabout Control at Mountain/Mathews-Walnut-Chestnut Intersection .............. 34 8. Long Range (2035) Total Peak Hour Operation With RT-in/RT-out Control at Mountain–Walnut/Chestnut Intersection ........................... 36 DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Site Plan .................................................................................................................. 11 5. Trip Distribution ....................................................................................................... 12 6. Short Range (2020) Background Peak Hour Traffic ................................................ 13 7. Long Range (2035) Background Peak Hour Traffic................................................. 14 8. Site Generated Peak Hour Traffic With Roundabout at Walnut Street .................... 16 9. Site Generated Peak Hour Traffic With RT-in/RT-out at Walnut Street ................... 17 10. Short Range (2020) Total Peak Hour Traffic With Roundabout at Walnut Street .... 18 11. Short Range (2020) Total Peak Hour Traffic With RT-in/RT-out at Walnut Street ... 19 12. Long Range (2035) Total Peak Hour Traffic With Roundabout at Walnut Street .... 20 13. Long Range (2035) Total Peak Hour Traffic With RT-in/RT-out at Walnut Street ... 21 14. Short Range (2020) and Long Range (2035) Geometry With Roundabout at Walnut Street ......................................................................... 23 15. Short Range (2020) and Long Range (2035) Geometry With RT-in/RT-out at Walnut Street ........................................................................ 24 APPENDICES A. Base Assumptions Packet B. Recent Peak Hour Traffic C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins LOS Standards D. Short Range (2020) Background Peak Hour Operation E. Long Range (2035) Background Peak Hour Operation F. Short Range (2020) Total Peak Hour Operation with Roundabout at Walnut Street G. Short Range (2020) Total Peak Hour Operation with RT-in/RT-out at Walnut Street H. Long Range (2035) Total Peak Hour Operation with Roundabout at Walnut Street I. Long Range (2035) Total Peak Hour Operation with RT-in/RT-out at Walnut Street J. Pedestrian/Bicycle Level of Service DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Fort Collins CBD Hotel. The Fort Collins CBD Hotel site is located in the western quadrant of the Jefferson/Chestnut intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project developer (McWhinney) and the Fort Collins Traffic Engineering staff. This study generally conforms to the format set forth in the Fort Collins transportation impact study guidelines contained in the “Larimer County Urban Area Street Standards” (LCUASS). Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for the Fort Collins CBD Hotel. The study involved the following steps: • Collect physical, traffic, and development data; • Perform trip generation, trip distribution, and trip assignment; • Determine morning and afternoon peak hour traffic volumes; • Conduct capacity and operational level of service analyses on key intersections; • Analyze signal warrants; • Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation. This TIS is a revision of the “Fort Collins CBD Hotel Transportation Impact Study,” dated March 2015. The revised TIS addresses City staff comments. DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Fort Collins CBD Hotel site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily commercial. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. The site is in the Fort Collins Central Business District (CBD). Roads The primary streets near the Fort Collins CBD Hotel site are College Avenue, Mountain Avenue, Jefferson Street, Linden Street, Walnut Street, and Chestnut Street. The existing geometry at the College/Mountain, Mountain/Mathews-Walnut, Jefferson- Riverside/Mountain-Lincoln, Jefferson/Linden, and Jefferson/Chestnut-Driveway intersections is shown in Figure 2. College Avenue is to the west of the Fort Collins CBD Hotel site. College Avenue is a north-south street designated as a four-lane arterial street on the Fort Collins Master Street Plan. College Avenue is also US287 (CDOT), categorized as a NRC highway in this area. Currently, College Avenue has a four-lane cross section. At the College/Mountain intersection, College Avenue has two through lanes in each direction. Northbound left turns to westbound Mountain Avenue are prohibited. The College/Mountain intersection has signal control. The existing speed limit in this area is 25 mph. Mountain Avenue is to the south of the Fort Collins CBD Hotel site. Mountain Avenue is an east-west street designated as a four-lane arterial street on the Fort Collins Master Street Plan. Currently, Mountain Avenue has a four-lane cross section in this area. The existing speed limit in this area is 25 mph. At the College/Mountain intersection, Mountain Avenue has eastbound and westbound left-turn lanes and two through lanes in each direction. At the Mountain/Mathews-Walnut intersection, Mountain Avenue has eastbound and westbound left-turn lanes and two through lanes in each direction. At the Jefferson-Riverside/Mountain-Lincoln intersection, Mountain Avenue-Lincoln Avenue has eastbound and westbound left-turn lanes, one eastbound through lane, two westbound through lanes, and an eastbound right-turn lane. The Mountain/Mathews-Walnut and Jefferson-Riverside/Mountain-Lincoln intersections are signalized. Jefferson Street is to the northeast of (adjacent to) the Fort Collins CBD Hotel site. Jefferson Street is a diagonal street running northwest-southeast. It is designated as a four-lane arterial street on the Fort Collins Master Street Plan. Jefferson Street is Mountain Laporte College Remington Mathews Linden Chestnut Pine Jefferson Riverside Lincoln Walnut Maple SCALE: 1"=500' SITE LOCATION Figure 1 DELICH ASSOCIATES Fort Collins CBD Hotel TIS, March 2015 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Fort Collins CBD Hotel TIS, March 2015 Page 4 Mountain College Lincoln Linden Chestnut Jefferson Walnut Riverside Mathews - Denotes Lane DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 5 also SH14 (CDOT), categorized as a NRB highway in this area. Currently, Jefferson Street has a four-lane cross section. There is no center median lane on Jefferson Street. The existing speed limit in this area is 30 mph. At the Jefferson-Riverside/ Mountain-Lincoln intersection, Jefferson Street-Riverside Avenue has northbound and southbound left-turn lanes and two through lanes in each direction. At the Jefferson/Chestnut-Driveway intersection, Jefferson Street has two through lanes in each direction. The Jefferson/Chestnut-Driveway intersection has stop sign control on Chestnut Street. At the Jefferson/Linden intersection, Jefferson Street has northbound and southbound left-turn lanes and two through lanes in each direction. The Jefferson/Linden intersection is signalized. Linden Street is to the northwest of the Fort Collins CBD Hotel site. Linden Street is a diagonal street running northeast-southwest. North of Jefferson Street, Linden Street is designated as a two-lane collector street on the Fort Collins Master Street Plan. Currently, Linden Street has a two-lane cross section. The existing speed limit in this area is 30 mph. At the Jefferson/Linden intersection, Linden Street has all eastbound movements combined in a single lane. It also has a westbound left-turn lane, one westbound through lane, and a westbound right-turn lane. Walnut Street is to the southwest of (adjacent to) the Fort Collins CBD Hotel site. Walnut Street is a diagonal street running northwest-southeast. Walnut Street is designated as a two-lane collector street on the Fort Collins Master Street Plan. Currently, Walnut Street has a two-lane cross section. There is no posted speed on Walnut Street. At the Mountain/Mathews-Walnut intersection, Walnut Street has a southbound left-turn lane and one southbound through lane. Mathews Street has all northbound movements combined in a single lane. Chestnut Street is to the southeast of (adjacent to) the Fort Collins CBD Hotel site. Chestnut Street is a diagonal street running northeast-southwest. Chestnut Street is designated as a local street on the Fort Collins Master Street Plan. Currently, Chestnut Street has a two-lane cross section. Chestnut Street currently terminates just east of Mountain Avenue-Walnut Street. At the Jefferson/Chestnut-Driveway intersection, Chestnut Street has all eastbound movements combined in a single lane. Existing Traffic Figure 3 shows recent morning and afternoon peak hour traffic counts at the College/Mountain, Mountain/Mathews-Walnut, Jefferson-Riverside/Mountain-Lincoln, Jefferson/Linden, and Jefferson/Chestnut-Driveway intersections. Recent morning and afternoon count data at the College/Mountain intersection was obtained in March 2014. Recent peak hour count data at the Mountain/Mathews-Walnut intersection was obtained in June 2014. Recent peak hour count data at the Jefferson-Riverside/ Mountain-Lincoln intersection was obtained in June 2013. Recent peak hour count data at the Jefferson/Linden intersection was obtained in July 2014. Recent peak hour count data at the Jefferson/Chestnut-Driveway intersection was obtained in January 2015. Raw count data is provided in Appendix B. AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Fort Collins CBD Hotel TIS, March 2015 Page 6 474/737 61/86 32/118 520/758 22/18 28/43 124/198 54/69 27/66 201/271 36/96 5/12 18/41 9/42 25/65 166/290 15/19 57/61 217/316 21/51 3/3 0/0 7/19 2/1 0/0 5/1 1/0 374/471 8/7 3/1 467/504 5/4 Mountain College Lincoln 7/29 19/43 20/65 23/50 29/58 40/116 19/18 384/437 8/24 57/75 419/444 21/30 21/32 135/202 121/265 33/55 138/228 41/62 42/39 DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 7 Existing Operation Using the volumes shown in Figure 3, the College/Mountain, Mountain/Mathews- Walnut, Jefferson-Riverside/Mountain-Lincoln, Jefferson/Linden, and Jefferson/ Chestnut-Driveway intersections were evaluated and the morning and afternoon peak hour operation is displayed in Table 1. At the diagonal intersections, Jefferson Street and Riverside Avenue are considered to be north-south streets. Calculation forms are provided in Appendix C. Currently, the key intersections operate at acceptable levels of service using existing geometry and control. The intersections were evaluated using techniques provided in the 2010 Highway Capacity Manual (2010HCM). A description of level of service for signalized and unsignalized intersections from the 2010 Highway Capacity Manual is provided in Appendix C. Table 4-3 (revised per staff comments regarding type of intersection) showing the Fort Collins Motor Vehicle LOS Standards (Intersections) is also provided in Appendix C. This area of Fort Collins is considered to be the Central Business District (CBD). Therefore, according to Table 4-3, the CBD is considered to be a “Mixed Use District.” In areas termed “Mixed Use District,” acceptable operation at signalized intersections during the peak hours is defined as level of service E or better for the overall intersection, and level of service E or better for any leg or movement. The level of service threshold for arterial/arterial and arterial/collector or local stop sign controlled intersections is level of service F or better for any approach leg. The level of service threshold for a collector/local stop sign controlled intersection is level of service C or better for any approach leg. Pedestrian Facilities There are sidewalks along both sides of all the streets in the Fort Collins CBD. Bicycle Facilities Bicycle lanes do not exist on most of streets in the Fort Collins CBD. Transit Facilities Currently, this area of the Fort Collins CBD is served by Transfort routes 5 and 14. Routes 1, 8, 18, 81, and Flex run along this section of College Avenue. The Downtown Transit Center is to the west of the Fort Collins CBD Hotel site. DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM College/Mountain (signal) EB LT C C EB T/RT C C EB APPROACH C C WB LT C C WB T/RT C C WB APPROACH C C NB T/RT B B SB LT/T A A SB T/RT A A SB APPROACH A A OVERALL B B Mountain/Mathews-Walnut (signal) EB LT A A EB T/RT A A EB APPROACH A A WB LT A A WB T/RT B A WB APPROACH B A NB LT/T/RT B B SB LT B C SB T/RT B B SB APPROACH B C OVERALL A A Jefferson-Riverside/Mountain- Lincoln (signal) NB LT A B NB T/RT A A NB APPROACH A A SB LT A A SB T/RT A A SB APPROACH A A EB LT C C EB T C C EB RT C C EB APPROACH C C WB LT C C WB T/RT C C WB APPROACH C C OVERALL B B Continued on next page DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 9 Continued from previous page TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Jefferson/Chestnut-Driveway (stop sign) EB LT/T/RT B B WB LT/T/RT C C NB LT/T A A SB LT/T A A Jefferson/Linden (signal) NB LT A A NB T/RT A A NB APPROACH A A SB LT A A SB T/RT A A SB APPROACH A A EB LT/T/RT C C WB LT C C WB T C C WB RT A C WB APPROACH C C OVERALL A B DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 10 III. PROPOSED DEVELOPMENT The Fort Collins CBD Hotel is a proposed commercial development. Figure 4 shows the site plan of the Fort Collins CBD Hotel site. Access to the site will be via Chestnut Street. The short range analysis (Year 2020) includes development of the Fort Collins CBD Hotel and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. The long range future is considered to be 2035. There are two plans for extending Chestnut Street to the Mountain/Mathews-Walnut intersection. The first one has a right-turn ingress only from Mountain Avenue to Chestnut Street and a right-turn egress only from Chestnut Street to Walnut Street. The second design is a five-legged roundabout that will replace the existing signal at the Mountain/Mathews-Walnut intersection at the request of the City. This study will analyze both scenarios. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 9 th Edition, ITE was used to estimate trips that would be generated by the proposed/expected use at this site. Table 2 shows the weekday daily, morning, and afternoon peak hour trip generation for the Fort Collins CBD Hotel. At full development, the Fort Collins CBD Hotel will generate the following traffic: 1,194 weekday vehicle trip ends, 93 morning peak hour vehicle trip ends, and 105 afternoon peak hour vehicle trip ends. TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 310 Hotel 175 Rooms EQ 1194 0.31 54 0.22 39 0.31 54 0.29 51 Trip Distribution Directional distribution of the generated trips was determined for the Fort Collins CBD Hotel site. Figure 5 shows the vehicle trip distribution used for the Fort Collins CBD Hotel site. The trip distribution was discussed and agreed to in the scoping exercise. Background Traffic Projections Figures 6 and 7 show the short range (2020) and long range (2035) background morning and afternoon peak hour vehicle traffic projections at the key intersections, respectively. Short range (2020) and long range (2035) background traffic forecasts were developed by factoring the existing traffic by one percent per year. It is important Mountain Laporte College Remington Mathews Linden Chestnut Pine Jefferson Riverside Lincoln Walnut Maple SITE 25% Nominal 20% 30% 5% 15% 5% SCALE: 1"=400' TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES Fort Collins CBD Hotel TIS, March 2015 Page 12 Mountain Laporte College Remington Mathews Linden Chestnut Pine Jefferson Riverside Lincoln Walnut Maple SITE 25% Nominal 20% 30% 5% 15% 5% SCALE: 1"=400' TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES Fort Collins CBD Hotel TIS, February 2015 Page 12 AM/PM SHORT RANGE (2020) BACKGROUND PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES Fort Collins CBD Hotel TIS, March 2015 Page 13 498/775 64/90 34/124 547/797 23/19 29/45 130/208 57/73 28/69 211/285 38/101 5/13 19/43 9/44 26/68 174/305 16/20 60/64 228/332 22/54 7/20 7/2 393/495 8/7 4/1 496/534 Mountain College Lincoln 7/30 20/45 21/68 24/53 30/61 42/122 20/19 404/459 8/25 60/79 440/467 22/32 22/34 142/212 127/279 35/58 145/240 43/65 44/41 423/541 15/59 29/38 511/488 243/201 LONG RANGE (2035) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Fort Collins CBD Hotel TIS, March 2015 Page 14 580/900 75/105 40/145 635/925 30/25 35/55 150/240 65/85 35/80 245/330 45/115 10/15 20/50 10/50 30/80 205/355 20/25 70/75 265/385 25/60 Mountain College Lincoln 10/35 25/50 25/80 30/60 35/70 50/140 25/25 470/535 10/30 70/90 510/540 25/35 25/40 165/245 145/325 40/65 170/280 50/75 50/50 490/630 20/70 35/45 595/565 280/235 Linden Chestnut Jefferson Walnut Riverside Mathews 90/160 DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 15 to note that there are approved design plans for Jefferson Street, north of Mountain Avenue, which will impact the number of lanes and the allowed turning movements. These plans introduce a raised median in Jefferson Street. There will be one eastbound through lane west of Chestnut Street, with parallel parking allowed on the west side of Jefferson Street. The background traffic forecasts and total traffic forecasts reflect these design plans. Trip Assignment Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Using the trip distribution shown in Figure 5, Figure 8 shows the assignment of the site generated peak hour traffic with roundabout control at the Mountain/ Mathews-Walnut-Chestnut intersection. Figure 9 shows the assignment of the site generated peak hour traffic with the existing signal control at the Mountain/Mathews- Walnut intersection and right-in/right-out at the Mountain-Walnut/Chestnut intersection. The traffic assignment in Figure 9 depicts making legal movements at all intersections. The right-in from westbound Mountain Avenue and the right-out to northbound Walnut Street may be violated. In order to avoid circuitous travel, entering traffic from the south and west may attempt to enter Chestnut Street from eastbound Mountain Avenue. In addition, exiting traffic to the south and west may attempt to turn south on Walnut Street to reach the signal at the Mountain/Mathews-Walnut intersection. Roundabout control at the Mountain/Mathews-Walnut intersection will eliminate these potential movements and provide safe, efficient access to the hotel. The site generated vehicle traffic was combined with the background traffic to determine the total forecasted vehicle traffic at the key intersections. Figures 10 and 11 show the short range (2020) total peak hour traffic at the key intersections with roundabout control and right-in/right-out control at Walnut Street, respectively. Figures 12 and 13 show the long range (2035) total peak hour traffic at the key intersections with roundabout control and right-in/right-out control at Walnut Street, respectively. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices (MUTCD). The only stop sign controlled key intersection in the analysis area is the Jefferson/Chestnut- Driveway intersection. This intersection will be limited to right-in/right-out movements in the future, as shown in the Jefferson Street Roadway Plans provided by the City. Geometry College Avenue and Jefferson Street were evaluated using the State Highway Access Code (SHAC). All other streets were evaluated using criteria in LCUASS. At the respective posted speeds, the threshold for requiring a left-turn deceleration lane is greater AM/PM SITE GENERATED PEAK HOUR TRAFFIC WITH ROUNDABOUT AT WALNUT STREET Figure 8 DELICH ASSOCIATES Fort Collins CBD Hotel TIS, March 2015 Page 16 13/13 14/14 Mountain College Lincoln 3/3 11/11 8/8 1/2 2/3 16/16 Linden Jefferson Walnut Riverside 3/3 10/13 Mathews Chestnut 3/3 13/13 24/24 14/18 NOM 10/13 12/15 10/13 4/6 10/12 NOM 2/2 2/2 3/5 AM/PM SITE GENERATED PEAK HOUR TRAFFIC WITH RT-IN/RT-OUT AT WALNUT STREET Figure 9 DELICH ASSOCIATES Fort Collins CBD Hotel TIS, March 2015 Page 17 6/6 7/7 10/13 7/7 24/24 17/23 30/30 Mountain College Lincoln 2/2 16/16 3/3 11/11 8/8 5/8 12/15 16/16 Linden Chestnut Jefferson Walnut Riverside Mathews 9/9 9/9 20/26 22/28 AM/PM SHORT RANGE (2020) TOTAL PEAK HOUR TRAFFIC WITH ROUNDABOUT AT WALNUT STREET Figure 10 DELICH ASSOCIATES Fort Collins CBD Hotel TIS, March 2015 Page 18 498/775 77/103 34/124 547/797 23/19 29/45 130/208 57/73 28/69 211/285 48/114 Mountain College Lincoln 7/30 22/47 21/68 24/53 30/61 45/125 20/19 415/470 8/25 60/79 440/467 22/32 22/34 146/218 137/291 35/58 153/248 43/65 45/43 425/544 15/59 29/38 511/488 259/217 Linden Chestnut Jefferson Walnut Riverside Mathews 22/45 41/53 79/137 3/3 16/20 174/305 13/13 26/68 AM/PM SHORT RANGE (2020) TOTAL PEAK HOUR TRAFFIC WITH RT-IN/RT-OUT AT WALNUT STREET Figure 11 DELICH ASSOCIATES Fort Collins CBD Hotel TIS, March 2015 Page 19 504/781 71/97 34/124 557/810 23/19 29/45 130/208 57/73 28/69 211/285 38/101 5/13 19/43 9/44 33/75 174/305 16/20 60/64 228/332 22/54 24/43 7/2 393/495 38/37 4/1 496/534 Mountain College Lincoln 7/30 22/47 37/84 24/53 30/61 45/125 20/19 415/470 8/25 60/79 440/467 22/32 22/34 142/212 127/279 35/58 153/248 43/65 49/49 435/556 15/59 29/38 511/488 LONG RANGE (2035) TOTAL PEAK HOUR TRAFFIC WITH ROUNDABOUT AT WALNUT STREET Figure 12 DELICH ASSOCIATES Fort Collins CBD Hotel TIS, March 2015 Page 20 Mountain College Lincoln Linden Chestnut Jefferson Walnut Riverside Mathews 25/50 50/60 90/160 5/5 20/25 205/355 15/15 30/80 10/15 20/50 NOM 10/50 25/60 265/385 70/75 25/25 15/20 NOM 10/15 15/15 AM/PM Rounded to Nearest 5 Vehicles 585/905 90/120 40/145 645/940 30/25 35/55 150/240 65/85 35/80 245/330 55/130 40/65 180/290 50/75 50/50 495/635 25/40 170/250 155/340 20/70 35/45 LONG RANGE (2035) TOTAL PEAK HOUR TRAFFIC WITH RT-IN/RT-OUT AT WALNUT STREET Figure 13 DELICH ASSOCIATES Fort Collins CBD Hotel TIS, March 2015 Page 21 10/15 20/50 10/50 40/90 205/355 20/25 70/75 265/385 25/60 Mountain College Lincoln Linden Jefferson Walnut Riverside Mathews 25/30 25/25 Chestnut 90/160 50/60 25/50 585/905 85/115 40/145 645/940 30/25 35/55 150/240 65/85 35/80 245/330 45/115 40/65 180/290 50/75 55/60 500/645 25/40 165/245 145/325 20/70 35/45 595/565 295/250 10/35 30/55 40/95 30/60 35/70 55/145 25/25 DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 22 than 25 vehicles per hour and the threshold for requiring a right-turn deceleration lane is greater than 50 vehicles per hour. The short range (2020) and long range (2035) geometry with roundabout control at Walnut Street is shown in Figure 14. The short range (2020) and long range (2035) geometry with right-in/right-out at Walnut Street is shown in Figure 15. As mentioned earlier, the Jefferson/Chestnut-Driveway intersection will be limited to right-in/right-out movements in the future. While existing and forecasted traffic indicates the need for a northbound right-turn lane at the Jefferson/Lincoln intersection and a southbound right-turn lane at the Jefferson-Riverside/Mountain-Lincoln intersection, it is assumed they were purposefully not included in the design plans. Existing and forecasted traffic indicates the need for northbound and southbound right- turn lanes at the College/Mountain intersection. Given its location in the central business district, it is doubtful that these lanes would be implemented. Operation Analysis Operation analyses were performed at the key intersections. The operation analyses were conducted for the short range analysis, reflecting a year 2020 condition, and for the long range analysis, reflecting a year 2035 condition. Using the short range (2020) background morning and afternoon peak hour traffic volumes, the key intersections operate as indicated in Table 3. The short range (2020) operation analyses were conducted with the existing control and geometry at all intersections (except for the Jefferson/Chestnut-Driveway intersection). Calculation forms for these analyses are provided in Appendix D. All of the key intersections operate acceptably. Using the long range (2035) background morning and afternoon peak hour traffic volumes, the key intersections operate as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. The long range (2035) operation analyses were conducted with the existing control and geometry at all intersections (except for the Jefferson/Chestnut-Driveway intersection). All of the key intersections operate acceptably. Using the traffic volumes shown in Figure 10, the key intersections operate in the short range (2020) total condition with roundabout control at Walnut Street as indicated in Table 5. Calculation forms for these analyses are provided in Appendix F. The key intersections will meet the Fort Collins operational criteria with the geometry shown in Figure 14. Using the traffic volumes shown in Figure 11, the key intersections operate in the short range (2020) total condition with right-in/right-out at Walnut Street as indicated in Table 6. Calculation forms for these analyses are provided in Appendix G. The key intersections will meet the Fort Collins operational criteria with the geometry shown in Figure 15. SHORT RANGE (2020) AND LONG RANGE (2035) GEOMETRY WITH ROUNDABOUT AT WALNUT STREET Figure 14 DELICH ASSOCIATES Fort Collins CBD Hotel TIS, March 2015 Page 23 Mountain College Lincoln Linden Chestnut Jefferson Walnut Riverside Mathews - Denotes Lane SHORT RANGE (2020) AND LONG RANGE (2035) GEOMETRY WITH RT-IN/RT-OUT AT WALNUT STREET Figure 15 DELICH ASSOCIATES Fort Collins CBD Hotel TIS, March 2015 Page 24 Mountain College Lincoln Linden Chestnut Jefferson Walnut Riverside Mathews - Denotes Lane DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 25 TABLE 3 Short Range (2020) Background Peak Hour Operation Intersection Movement Level of Service AM PM College/Mountain (signal) EB LT C C EB T/RT C C EB APPROACH C C WB LT C C WB T/RT C C WB APPROACH C C NB T/RT B B SB LT/T A A SB T/RT A A SB APPROACH A A OVERALL B B Mountain/Mathews-Walnut (signal) EB LT A A EB T/RT A A EB APPROACH A A WB LT A A WB T/RT B A WB APPROACH B A NB LT/T/RT B B SB LT B C SB T/RT B B SB APPROACH B C OVERALL A A Jefferson-Riverside/Mountain- Lincoln (signal) NB LT B B NB T/RT A A NB APPROACH A B SB LT A A SB T/RT A A SB APPROACH A A EB LT C C EB T C C EB RT C C EB APPROACH C C WB LT C C WB T/RT C C WB APPROACH C C OVERALL B B Continued on next page DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 26 Continued from previous page TABLE 3 Short Range (2020) Background Peak Hour Operation Intersection Movement Level of Service AM PM Jefferson/Chestnut-Driveway (RT-in/RT-out) EB RT B B WB RT B B Jefferson/Linden (signal) NB LT A A NB T/RT A A NB APPROACH A A SB LT A A SB T/RT A A SB APPROACH A A EB LT/T/RT C C WB LT C C WB T C C WB RT A A WB APPROACH C C OVERALL A B DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 27 TABLE 4 Long Range (2035) Background Peak Hour Operation Intersection Movement Level of Service AM PM College/Mountain (signal) EB LT C C EB T/RT C C EB APPROACH C C WB LT C C WB T/RT C C WB APPROACH C C NB T/RT B B SB LT/T A A SB T/RT A A SB APPROACH A A OVERALL B B Mountain/Mathews-Walnut (signal) EB LT A A EB T/RT A A EB APPROACH A A WB LT A A WB T/RT B A WB APPROACH B A NB LT/T/RT B C SB LT B C SB T/RT B C SB APPROACH B C OVERALL A A Jefferson-Riverside/Mountain- Lincoln (signal) NB LT B C NB T/RT A A NB APPROACH A B SB LT A B SB T/RT A A SB APPROACH A A EB LT C C EB T C C EB RT C C EB APPROACH C C WB LT C C WB T/RT C C WB APPROACH C C OVERALL B B Continued on next page DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 28 Continued from previous page TABLE 4 Long Range (2035) Background Peak Hour Operation Intersection Movement Level of Service AM PM Jefferson/Chestnut-Driveway (RT-in/RT-out) EB RT B B WB RT B B Jefferson/Linden (signal) NB LT A A NB T/RT A A NB APPROACH A A SB LT A B SB T/RT A A SB APPROACH A A EB LT/T/RT C C WB LT C C WB T C C WB RT C C WB APPROACH C C OVERALL A B DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 29 TABLE 5 Short Range (2020) Total Peak Hour Operation With Roundabout Control at Mountain/Mathews-Walnut-Chestnut Intersection Intersection Movement Level of Service AM PM College/Mountain (signal) EB LT C C EB T/RT C C EB APPROACH C C WB LT C C WB T/RT C C WB APPROACH C C NB T/RT B B SB LT/T A A SB T/RT A A SB APPROACH A A OVERALL B B Mountain/Mathews-Walnut- Chestnut (roundabout) EB A B WB A B NB A A SB A B OVERALL A B Jefferson-Riverside/Mountain- Lincoln (signal) NB LT B B NB T/RT A A NB APPROACH A B SB LT A A SB T/RT A A SB APPROACH A A EB LT C C EB T C C EB RT C C EB APPROACH C C WB LT C C WB T/RT C C WB APPROACH C C OVERALL B B Continued on next page DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 30 Continued from previous page TABLE 5 Short Range (2020) Total Peak Hour Operation With Roundabout Control at Mountain/Mathews-Walnut-Chestnut Intersection Intersection Movement Level of Service AM PM Jefferson/Chestnut-Driveway (RT-in/RT-out) EB RT B B WB RT B B Jefferson/Linden (signal) NB LT A A NB T/RT A A NB APPROACH A A SB LT A B SB T/RT A A SB APPROACH A A EB LT/T/RT C C WB LT C C WB T C C WB RT A C WB APPROACH C C OVERALL A B DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 31 TABLE 6 Short Range (2020) Total Peak Hour Operation With RT-in/RT-out Control at Mountain-Walnut/Chestnut Intersection Intersection Movement Level of Service AM PM College/Mountain (signal) EB LT C C EB T/RT C C EB APPROACH C C WB LT C C WB T/RT C C WB APPROACH C C NB T/RT B B SB LT/T A A SB T/RT A A SB APPROACH A A OVERALL B B Mountain/Mathews-Walnut (signal) EB LT A A EB T/RT A A EB APPROACH A A WB LT A A WB T/RT B A WB APPROACH B A NB LT/T/RT B B SB LT B C SB T/RT B B SB APPROACH B C OVERALL A A Mountain-Walnut/Chestnut (RT-in/RT-out) WB RT out A A Continued on next page DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 32 Continued from previous page TABLE 6 Short Range (2020) Total Peak Hour Operation With RT-in/RT-out Control at Mountain-Walnut/Chestnut Intersection Intersection Movement Level of Service AM PM Jefferson-Riverside/Mountain- Lincoln (signal) NB LT B B NB T/RT A A NB APPROACH A B SB LT A A SB T/RT A A SB APPROACH A A EB LT C C EB T C C EB RT C C EB APPROACH C C WB LT C C WB T/RT C C WB APPROACH C C OVERALL B B Jefferson/Chestnut-Driveway (RT-in/RT-out) EB RT B B WB RT B B Jefferson/Linden (signal) NB LT A A NB T/RT A A NB APPROACH A A SB LT A B SB T/RT A A SB APPROACH A A EB LT/T/RT C C WB LT C C WB T C C WB RT A C WB APPROACH C C OVERALL A B DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 33 Using the traffic volumes shown in Figure 12, the key intersections operate in the long range (2035) total condition with roundabout control at Walnut Street as indicated in Table 7. Calculation forms for these analyses are provided in Appendix H. The key intersections will meet the Fort Collins operational criteria with the geometry shown in Figure 14. Using the traffic volumes shown in Figure 13, the key intersections operate in the long range (2035) total condition with right-in/right-out at Walnut Street as indicated in Table 8. Calculation forms for these analyses are provided in Appendix I. The key intersections will meet the Fort Collins operational criteria with the geometry shown in Figure 15. Both plans (roundabout at the Mountain/Walnut-Mathews intersection and signal at the Mountain/Walnut-Mathews intersection with right-in/right-out access to/from the site [Chestnut]) meet the Fort Collins operational criteria. The calculated delay and level of service are not significantly different with regard to the two plans connecting Chestnut Street to Mountain Avenue and Walnut Street. The roundabout will have a single circulating lane with an inscribed circle diameter of 100-130 feet. With the existing signal at the Mountain/Walnut-Mathews intersection, there will be circuitous travel for some of the site generated traffic. The decision with regard to this intersection will be the subject of conversations between the developer and the City of Fort Collins. Pedestrian Level of Service Appendix J shows a map of the area that is within 1320 feet of the Fort Collins CBD Hotel site. The Fort Collins CBD Hotel site is located within an area termed as a “pedestrian district,” which sets the level of service threshold at LOS A & B for all measured factors. There are five destination areas within 1320 feet of the proposed The Fort Collins CBD Hotel: 1) the commercial area north of the site; 2) the commercial area adjacent to the site; 3) the commercial area west of the site; 4) the commercial area south of the site; and 5) the residential area southwest of the site. There are sidewalks along both sides of all the streets in the Fort Collins CBD. Appendix J contains the Pedestrian LOS Worksheet. Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there are no destination areas within 1320 feet of the Fort Collins CBD Hotel. Transit Level of Service Currently, this area of the Fort Collins CBD is served by Transfort routes 5 and 14. Routes 1, 8, 18, 81, and Flex run along this section of College Avenue. The Downtown Transit Center is to the west of the Fort Collins CBD Hotel site. DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 34 TABLE 7 Long Range (2035) Total Peak Hour Operation With Roundabout Control at Mountain/Mathews-Walnut-Chestnut Intersection Intersection Movement Level of Service AM PM College/Mountain (signal) EB LT C C EB T/RT C C EB APPROACH C C WB LT C C WB T/RT C C WB APPROACH C C NB T/RT B B SB LT/T A A SB T/RT A A SB APPROACH A A OVERALL B B Mountain/Mathews-Walnut- Chestnut (roundabout) EB A B WB A B NB A A SB A B OVERALL A B Jefferson-Riverside/Mountain- Lincoln (signal) NB LT B C NB T/RT A A NB APPROACH A B SB LT A B SB T/RT A A SB APPROACH A B EB LT C C EB T C C EB RT C C EB APPROACH C C WB LT C C WB T/RT C C WB APPROACH C C OVERALL B B Continued on next page DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 35 Continued from previous page TABLE 7 Long Range (2035) Total Peak Hour Operation With Roundabout Control at Mountain/Mathews-Walnut-Chestnut Intersection Intersection Movement Level of Service AM PM Jefferson/Chestnut-Driveway (RT-in/RT-out) EB RT B B WB RT B B Jefferson/Linden (signal) NB LT A A NB T/RT A A NB APPROACH A A SB LT A B SB T/RT A A SB APPROACH A A EB LT/T/RT C C WB LT C C WB T C C WB RT C C WB APPROACH C C OVERALL A B DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 36 TABLE 8 Long Range (2035) Total Peak Hour Operation With RT-in/RT-out Control at Mountain-Walnut/Chestnut Intersection Intersection Movement Level of Service AM PM College/Mountain (signal) EB LT C C EB T/RT C C EB APPROACH C C WB LT C C WB T/RT C C WB APPROACH C C NB T/RT B B SB LT/T A A SB T/RT A A SB APPROACH A A OVERALL B B Mountain/Mathews-Walnut (signal) EB LT A A EB T/RT A A EB APPROACH A A WB LT A A WB T/RT B A WB APPROACH B A NB LT/T/RT B C SB LT B C SB T/RT B C SB APPROACH B C OVERALL A A Mountain-Walnut/Chestnut (RT-in/RT-out) WB RT out A A Continued on next page DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 37 Continued from previous page TABLE 8 Long Range (2035) Total Peak Hour Operation With RT-in/RT-out Control at Mountain-Walnut/Chestnut Intersection Intersection Movement Level of Service AM PM Jefferson-Riverside/Mountain- Lincoln (signal) NB LT B C NB T/RT A A NB APPROACH A B SB LT A B SB T/RT A A SB APPROACH A A EB LT C C EB T C C EB RT C C EB APPROACH C C WB LT C C WB T/RT C C WB APPROACH C C OVERALL B B Jefferson/Chestnut-Driveway (RT-in/RT-out) EB RT B B WB RT B B Jefferson/Linden (signal) NB LT A A NB T/RT A A NB APPROACH A A SB LT A B SB T/RT A A SB APPROACH A A EB LT/T/RT C C WB LT C C WB T C C WB RT C C WB APPROACH C C OVERALL A B DELICH Fort Collins CBD Hotel TIS, March 2015 ASSOCIATES Page 38 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of the Fort Collins CBD Hotel development on the short range (2020) and long range (2035) street system in the vicinity of the proposed development. As a result of this analysis, the following is concluded: • The development of the Fort Collins CBD Hotel site is feasible from a traffic engineering standpoint. At full development, the Fort Collins CBD Hotel will generate the following traffic: 1,194 weekday vehicle trip ends, 93 morning peak hour vehicle trip ends, and 105 afternoon peak hour vehicle trip ends. • Currently, the College/Mountain, Mountain/Mathews-Walnut, Jefferson- Riverside/Mountain-Lincoln, Jefferson/Linden, and Jefferson/Chestnut-Driveway intersections operate at acceptable levels of service with existing control and geometry. • The only stop sign controlled intersection in the analysis area is the Jefferson/ Chestnut-Driveway intersection. This intersection will be limited to right-in/right-out movements in the future, based upon approved design plans for Jefferson Street. • The short range (2020) and long range (2035) geometry with roundabout control and with right-in/right-out at Walnut Street is shown in Figures 14 and 15, respectively. An eastbound right-turn lane will not be required at the Jefferson/Chestnut intersection based upon CDOT auxiliary lane criteria. The geometry at the Jefferson/Linden intersection is the geometry reflected in the approved design plans. Given its location in the central business district, it is doubtful that the College/Mountain intersection will be modified. • In the short range (2020) and long range (2035) futures, given development of the Fort Collins CBD Hotel and an increase in background traffic, the key intersections operate acceptably during the peak hours. The Mountain/ Mathews-Walnut-Chestnut intersection will operate acceptably with a roundabout or with a right-in/right-out at Chestnut Street. • Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines. APPENDIX A ----------------Ch$-' {)t!';:r - 4 - Attachments Attachment A Transportation Impact Study Base Assumptions Project Inforrnatiun j 1 I Project Name F6RT COlt- (IVS CBD ~-rGL Project Location NE COV Ai)£ A-AJ'l'" tJr ,vtBt J'1IITI1 (j1.l7~I4l.NlJ7 luxa« &G'C:Tr o-,u TIS Assumptions r 1 Type of Study Full: ~V(~_ ! Intermediate: ~ ~. j Study Area Boundaries North: L f;!J OG'~) ISouth: I-Ac>wJ rA. o-.J I ! Study Years East: Short Range: JGFF~I(ZOZ6 S6.v TWest; jLong Range: WAweJ/.- ~ .4A-'r.tI6r.ub I I future Traffic Growth Rate l.or?/feAf-1 1 I 1, 1 I t j Study Intersections I. All access drives 5, J1\~"/ c:o \\Q.,,, ~ I I I L'UOOlJrAwItJAoll/'T"- U~-nlt:1fl,q6··...J~:Jf.v'::r->""'- f L~\"'~'"' 13~J)(')o~TIt.,l}/~~J!>J!1P~J.e )PP-RfM 4'~~~FGeS&vAC~s~NVI8. - Time Trip Generation Period for Study Rates ?AlyF7lJO-1.:;t2- l CJ:T&OQ:·7Al"1Pl\ll: "~C~f.4:00-{)~ ;:b') I Sat Noon: No Trip Adjustment factors Passby: AI/A I Market: Captive AfA o I 1Overall Trip Distribution Mode Split Assumptions AJ/A SEE AIT ACHED SKETCH I Pagl!P 4-34 1502 13At:: 1 l.arim ••r County litb;:)n Ar(>,..Str ••••t Standard ••- I'!op<>;>,lodand R=n ••cted April 1:. 41)01 Mopled by Larimer County., City of Lov~13nd.Cily of fort Collins 0oo0 .-I 0 M JEFFERSON STREE 12 LOT 1 I ! ~'-.--- ---. L -~--- o EET '<OW) WAI NUT S I REET (J) f - Trip Generation AWDTE AM Peak Hour PM Peak Hour Code Use Size Rate Trips Rate In Rate Out Rate In Rate Out " 7tQ eQ Hq4- 0.31 5'4 0.22 39 0.31 5"4 1).29 51 ,3){) WC>TGL- R.aJM~ APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/5/2014 Observer: City of Fort Collins Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: College/Mountain S = straight L = left turn Time Northbound: College Southbound: College Total Eastbound: Mountain Westbound: Mountain Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 111 15 126 8 119 6 133 259 9 34 22 65 3 50 4 57 122 381 7:45 0 115 15 130 7 126 11 144 274 5 32 11 48 11 58 6 75 123 397 8:00 0 131 16 147 2 154 10 166 313 6 32 9 47 11 61 8 80 127 440 8:15 0 117 15 132 5 121 5 131 263 8 26 12 46 11 32 9 52 98 361 7:30-8:30 0 474 61 535 22 520 32 574 1109 28 124 54 206 36 201 27 264 470 1579 PHF n/a 0.9 0.95 0.91 0.69 0.84 0.73 0.86 0.78 0.91 0.61 0.79 0.82 0.82 0.75 0.83 0.9 4:30 0 180 21 201 3 158 19 180 381 11 59 16 86 26 66 18 110 196 577 4:45 0 166 21 187 9 188 26 223 410 9 50 13 72 21 56 21 98 170 580 5:00 0 169 20 189 2 230 32 264 453 10 49 18 77 26 77 8 111 188 641 5:15 0 222 24 246 4 182 41 227 473 13 40 22 75 23 72 19 114 189 662 4:30-5:30 0 737 86 823 18 758 118 894 1717 43 198 69 310 96 271 66 433 743 2460 PHF n/a 0.83 0.9 0.84 0.5 0.82 0.72 0.85 0.83 0.84 0.78 0.9 0.92 0.88 0.79 0.95 0.93 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/5/2014 Observer: City of Fort Collins Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Mountain/Matthews-Walnut S = straight L = left turn Time Northbound: Matthews Southbound: Walnut Total Eastbound: Mountain Westbound: Mountain Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 2 3 5 20 6 3 29 34 4 39 5 48 2 43 10 55 103 137 7:45 3 8 2 13 20 9 6 35 48 6 44 5 55 6 70 16 92 147 195 8:00 2 5 3 10 17 13 6 36 46 7 49 5 61 5 52 18 75 136 182 8:15 0 3 1 4 18 11 6 35 39 8 34 0 42 8 52 13 73 115 154 7:30-8:30 5 18 9 32 75 39 21 135 167 25 166 15 206 21 217 57 295 501 668 PHF 0.42 0.56 0.75 0.62 0.94 0.75 0.88 0.94 0.78 0.85 0.75 0.84 0.66 0.78 0.79 0.8 0.86 4:30 0 6 11 17 36 11 13 60 77 14 65 2 81 16 67 13 96 177 254 4:45 7 5 6 18 28 15 8 51 69 16 63 6 85 16 72 12 100 185 254 5:00 1 17 14 32 38 11 9 58 90 15 84 4 103 9 89 22 120 223 313 5:15 4 13 11 28 28 12 13 53 81 20 78 7 105 10 90 14 114 219 300 4:30-5:30 12 41 42 95 130 49 43 222 317 65 290 19 374 51 318 61 430 804 1121 PHF 0.43 0.6 0.75 0.74 0.86 0.82 0.83 0.93 0.81 0.86 0.68 0.89 0.8 0.88 0.69 0.9 0.9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/20/2013 Observer: City of Fort Collins Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Jefferson-Riverside/Mountain-Lincoln S = straight L = left turn Time Northbound: Riverside Southbound: Jefferson Total Eastbound: Mountain Westbound: Lincoln Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 49 104 7 160 8 105 2 115 275 4 31 19 54 8 26 9 43 97 372 7:45 64 130 7 201 13 123 3 139 340 5 47 40 92 12 42 5 59 151 491 8:00 60 128 7 195 12 86 3 101 296 5 35 31 71 11 40 9 60 131 427 8:15 58 124 7 189 9 88 6 103 292 7 22 31 60 10 30 10 50 110 402 7:30-8:30 231 486 28 745 42 402 14 458 1203 21 135 121 277 41 138 33 212 489 1692 PHF 0.9 0.93 1 0.93 0.81 0.82 0.58 0.82 0.75 0.72 0.76 0.75 0.85 0.82 0.83 0.88 0.86 4:30 36 112 11 159 11 131 18 160 319 7 38 59 104 15 57 13 85 189 508 4:45 43 127 8 178 11 124 12 147 325 6 51 54 111 12 49 9 70 181 506 5:00 48 120 8 176 8 145 9 162 338 10 57 83 150 17 59 20 96 246 584 5:15 64 105 9 178 9 115 17 141 319 9 56 69 134 18 63 13 94 228 547 4:30-5:30 191 464 36 691 39 515 56 610 1301 32 202 265 499 62 228 55 345 844 2145 PHF 0.75 0.91 0.82 0.97 0.89 0.89 0.78 0.94 0.8 0.89 0.8 0.83 0.86 0.9 0.69 0.9 0.92 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 1/22/2015 Observer: Sue Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Jefferson/Chestnut-Driveway S = straight L = left turn Time Northbound: Jefferson Southbound: Jefferson Total Eastbound: Chestnut Westbound: Driveway Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 1 103 0 104 1 97 2 100 204 0 0 0 0 0 0 0 0 0 204 7:45 1 135 2 138 0 96 1 97 235 1 0 3 4 2 0 0 2 6 241 8:00 1 124 2 127 0 66 3 69 196 1 0 3 4 2 0 2 4 8 204 8:15 0 105 1 106 0 115 2 117 223 1 0 1 2 1 0 0 1 3 226 7:30-8:30 3 467 5 475 1 374 8 383 858 3 0 7 10 5 0 2 7 17 875 PHF 0.75 0.86 0.63 0.86 0.25 0.81 0.67 0.82 0.75 n/a 0.58 0.63 0.63 n/a 0.25 0.44 0.91 4:30 1 113 0 114 0 114 0 114 228 0 0 6 6 1 0 0 1 7 235 4:45 0 119 3 122 0 69 0 69 191 0 0 4 4 0 0 0 0 4 195 5:00 0 145 1 146 0 151 3 154 300 2 0 4 6 0 0 1 1 7 307 5:15 0 127 0 127 0 137 4 141 268 1 0 5 6 0 0 0 0 6 274 4:30-5:30 1 504 4 509 0 471 7 478 987 3 0 19 22 1 0 1 2 24 1011 PHF 0.25 0.87 0.33 0.87 n/a 0.78 0.44 0.78 0.38 n/a 0.79 0.92 0.25 n/a 0.25 0.5 0.82 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 7/16/2014 Observer: City of Fort Collins Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Jefferson/Linden S = straight L = left turn Time Northbound: Jefferson Southbound: Jefferson Total Eastbound: Linden Westbound: Linden Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 5 99 9 113 5 93 3 101 214 0 3 9 12 9 6 4 19 31 245 7:45 7 100 6 113 3 102 1 106 219 0 5 4 9 8 5 6 19 28 247 8:00 5 106 23 134 4 96 3 103 237 2 6 6 14 12 7 8 27 41 278 8:15 4 114 19 137 7 93 1 101 238 5 5 1 11 11 11 5 27 38 276 7:30-8:30 21 419 57 497 19 384 8 411 908 7 19 20 46 40 29 23 92 138 1046 PHF 0.75 0.92 0.62 0.91 0.68 0.94 0.67 0.97 0.35 0.79 0.56 0.82 0.83 0.66 0.72 0.85 0.94 4:30 6 72 16 94 3 113 5 121 215 8 6 15 29 29 14 8 51 80 295 4:45 5 120 20 145 3 111 2 116 261 6 10 15 31 25 14 12 51 82 343 5:00 4 102 16 122 6 105 10 121 243 7 11 16 34 29 17 21 67 101 344 5:15 15 150 23 188 6 108 7 121 309 8 16 19 43 33 13 9 55 98 407 4:30-5:30 30 444 75 549 18 437 24 479 1028 29 43 65 137 116 58 50 224 361 1389 PHF 0.5 0.74 0.82 0.73 0.75 0.97 0.6 0.99 0.91 0.67 0.86 0.8 0.88 0.85 0.6 0.84 0.85 APPENDIX C HCM 2010 Signalized Intersection Summary Recent AM 18: College (US 287) & Mountain Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 28 124 54 36 201 27 0 474 61 22 520 32 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 0.97 1.00 0.97 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 31 138 60 40 223 30 0 527 68 24 578 36 Adj No. of Lanes 120120020020 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222022222 Cap, veh/h 349 694 286 373 897 119 0 1610 207 82 1625 100 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 1.00 1.00 1.00 Sat Flow, veh/h 999 2179 896 1049 2815 373 0 2914 364 60 2857 175 Grp Volume(v), veh/h 31 99 99 40 125 128 0 296 299 331 0 307 Grp Sat Flow(s),veh/h/ln 999 1593 1482 1049 1593 1596 0 1593 1601 1600 0 1492 Q Serve(g_s), s 1.9 3.6 3.9 2.3 4.6 4.8 0.0 7.9 7.9 0.0 0.0 0.0 Cycle Q Clear(g_c), s 6.7 3.6 3.9 6.2 4.6 4.8 0.0 7.9 7.9 0.0 0.0 0.0 Prop In Lane 1.00 0.60 1.00 0.23 0.00 0.23 0.07 0.12 Lane Grp Cap(c), veh/h 349 508 473 373 508 509 0 906 911 958 0 849 V/C Ratio(X) 0.09 0.19 0.21 0.11 0.25 0.25 0.00 0.33 0.33 0.35 0.00 0.36 Avail Cap(c_a), veh/h 349 508 473 373 508 509 0 906 911 958 0 849 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.7 19.8 19.9 22.2 20.1 20.2 0.0 9.1 9.1 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.5 0.9 1.0 0.6 1.2 1.2 0.0 1.0 1.0 1.0 0.0 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 1.7 1.7 0.7 2.2 2.3 0.0 3.7 3.7 0.3 0.0 0.3 LnGrp Delay(d),s/veh 23.2 20.6 20.9 22.7 21.3 21.4 0.0 10.1 10.1 1.0 0.0 1.2 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 229 293 595 638 Approach Delay, s/veh 21.1 21.5 10.1 1.1 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 2.0 8.7 9.9 8.2 Green Ext Time (p_c), s 5.0 1.7 4.9 1.7 Intersection Summary HCM 2010 Ctrl Delay 10.2 HCM 2010 LOS B Timing Report, Sorted By Phase Recent AM 18: College (US 287) & Mountain Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates recent am.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 2.5 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 38 8 38 8 End Time (s) 8 38 8 38 Yield/Force Off (s) 2.5 32.5 2.5 32.5 Yield/Force Off 170(s) 68.5 15.5 68.5 15.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 18: College (US 287) & Mountain HCM 2010 Signalized Intersection Summary Recent PM 18: College (US 287) & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 43 198 69 96 271 66 0 737 86 18 758 118 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.94 0.86 0.93 0.86 1.00 0.91 0.99 0.90 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 46 213 74 103 291 71 0 792 92 19 815 127 Adj No. of Lanes 120120020020 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222022222 Cap, veh/h 283 720 236 311 787 186 0 1616 188 61 1479 228 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 0.76 0.76 0.76 Sat Flow, veh/h 858 2259 741 910 2470 583 0 2925 330 25 2601 400 Grp Volume(v), veh/h 46 146 141 103 184 178 0 444 440 517 0 444 Grp Sat Flow(s),veh/h/ln 858 1593 1407 910 1593 1460 0 1593 1579 1626 0 1400 Q Serve(g_s), s 3.5 5.5 6.1 7.7 7.1 7.6 0.0 13.3 13.3 0.0 0.0 10.7 Cycle Q Clear(g_c), s 11.1 5.5 6.1 13.8 7.1 7.6 0.0 13.3 13.3 10.2 0.0 10.7 Prop In Lane 1.00 0.53 1.00 0.40 0.00 0.21 0.04 0.29 Lane Grp Cap(c), veh/h 283 508 448 311 508 465 0 906 898 972 0 796 V/C Ratio(X) 0.16 0.29 0.31 0.33 0.36 0.38 0.00 0.49 0.49 0.53 0.00 0.56 Avail Cap(c_a), veh/h 283 508 448 311 508 465 0 906 898 972 0 796 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.4 20.4 20.6 25.8 21.0 21.1 0.0 10.3 10.3 5.4 0.0 5.5 Incr Delay (d2), s/veh 1.2 1.4 1.8 2.8 2.0 2.4 0.0 1.9 1.9 2.1 0.0 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 2.6 2.6 2.2 3.4 3.3 0.0 6.3 6.2 5.0 0.0 4.6 LnGrp Delay(d),s/veh 26.7 21.9 22.4 28.7 23.0 23.5 0.0 12.2 12.2 7.5 0.0 8.3 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 333 465 884 961 Approach Delay, s/veh 22.8 24.5 12.2 7.9 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 12.7 13.1 15.3 15.8 Green Ext Time (p_c), s 8.9 2.6 8.7 2.3 Intersection Summary HCM 2010 Ctrl Delay 14.1 HCM 2010 LOS B Timing Report, Sorted By Phase Recent PM 18: College (US 287) & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates recent pm.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 2.5 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 65 35 65 35 End Time (s) 35 65 35 65 Yield/Force Off (s) 29.5 59.5 29.5 59.5 Yield/Force Off 170(s) 15.5 42.5 15.5 42.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 35 (44%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 18: College (US 287) & Mountain HCM 2010 Signalized Intersection Summary Recent AM 37: Mathews/Walnut & Mountain Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 25 166 15 21 217 57 5 18 9 75 39 21 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 0.99 0.97 0.99 0.97 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1744 1642 1642 1744 1642 1676 1744 1642 Adj Flow Rate, veh/h 29 193 8 24 252 32 6 21 3 87 45 7 Adj No. of Lanes 120120010110 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 222222222222 Cap, veh/h 553 1615 67 637 1530 192 144 464 62 562 559 87 Arrive On Green 1.00 1.00 1.00 0.52 0.52 0.52 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 979 3112 128 1055 2950 370 236 1216 161 1228 1466 228 Grp Volume(v), veh/h 29 98 103 24 140 144 30 0 0 87 0 52 Grp Sat Flow(s),veh/h/ln 979 1593 1648 1055 1656 1663 1614 0 0 1228 0 1695 Q Serve(g_s), s 0.2 0.0 0.0 0.9 3.6 3.6 0.0 0.0 0.0 2.6 0.0 1.6 Cycle Q Clear(g_c), s 3.9 0.0 0.0 0.9 3.6 3.6 0.9 0.0 0.0 3.5 0.0 1.6 Prop In Lane 1.00 0.08 1.00 0.22 0.20 0.10 1.00 0.13 Lane Grp Cap(c), veh/h 553 826 855 637 859 863 669 0 0 562 0 646 V/C Ratio(X) 0.05 0.12 0.12 0.04 0.16 0.17 0.04 0.00 0.00 0.15 0.00 0.08 Avail Cap(c_a), veh/h 553 826 855 637 859 863 669 0 0 562 0 646 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.2 0.0 0.0 9.5 10.1 10.1 15.6 0.0 0.0 16.3 0.0 15.8 Incr Delay (d2), s/veh 0.2 0.3 0.3 0.1 0.4 0.4 0.1 0.0 0.0 0.6 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.1 0.3 1.7 1.8 0.4 0.0 0.0 1.3 0.0 0.8 LnGrp Delay(d),s/veh 0.3 0.3 0.3 9.6 10.5 10.6 15.7 0.0 0.0 16.9 0.0 16.0 LnGrp LOS AAAABBB B B Approach Vol, veh/h 230 308 30 139 Approach Delay, s/veh 0.3 10.5 15.7 16.6 Approach LOS ABBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 35.0 45.0 35.0 45.0 Change Period (Y+Rc), s 5.5 4.5 5.5 4.5 Max Green Setting (Gmax), s 29.5 40.5 29.5 40.5 Max Q Clear Time (g_c+I1), s 5.5 5.9 2.9 5.6 Green Ext Time (p_c), s 0.5 1.8 0.6 1.8 Intersection Summary HCM 2010 Ctrl Delay 8.6 HCM 2010 LOS A Timing Report, Sorted By Phase Recent AM 37: Mathews/Walnut & Mountain Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates recent am.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 35 45 35 45 Maximum Split (%) 43.8% 56.3% 43.8% 56.3% Minimum Split (s) 29.5 21.5 29.5 21.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 17 10 17 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 44 79 44 79 End Time (s) 79 44 79 44 Yield/Force Off (s) 73.5 39.5 73.5 39.5 Yield/Force Off 170(s) 56.5 29.5 56.5 29.5 Local Start Time (s) 0 35 0 35 Local Yield (s) 29.5 75.5 29.5 75.5 Local Yield 170(s) 12.5 65.5 12.5 65.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 55 Offset: 44 (55%), Referenced to phase 4:EBTL, Start of Red Splits and Phases: 37: Mathews/Walnut & Mountain HCM 2010 Signalized Intersection Summary Recent PM 37: Mathews/Walnut & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 65 290 19 51 318 61 12 41 42 130 50 43 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.93 0.98 0.93 0.98 0.95 0.98 0.93 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1744 1642 1642 1744 1642 1676 1744 1642 Adj Flow Rate, veh/h 72 322 14 57 353 46 13 46 11 144 56 11 Adj No. of Lanes 120120010110 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 545 1802 78 621 1699 219 116 366 80 477 445 87 Arrive On Green 1.00 1.00 1.00 0.58 0.58 0.58 0.32 0.32 0.32 0.32 0.32 0.32 Sat Flow, veh/h 870 3100 134 914 2923 377 197 1150 251 1179 1397 274 Grp Volume(v), veh/h 72 165 171 57 198 201 70 0 0 144 0 67 Grp Sat Flow(s),veh/h/ln 870 1593 1641 914 1656 1644 1598 0 0 1179 0 1672 Q Serve(g_s), s 0.8 0.0 0.0 2.2 4.6 4.7 0.0 0.0 0.0 4.3 0.0 2.3 Cycle Q Clear(g_c), s 5.4 0.0 0.0 2.2 4.6 4.7 2.4 0.0 0.0 6.7 0.0 2.3 Prop In Lane 1.00 0.08 1.00 0.23 0.19 0.16 1.00 0.16 Lane Grp Cap(c), veh/h 545 926 954 621 963 955 563 0 0 477 0 533 V/C Ratio(X) 0.13 0.18 0.18 0.09 0.21 0.21 0.12 0.00 0.00 0.30 0.00 0.13 Avail Cap(c_a), veh/h 545 926 954 621 963 955 563 0 0 477 0 533 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.3 0.0 0.0 7.5 8.0 8.0 19.4 0.0 0.0 20.7 0.0 19.3 Incr Delay (d2), s/veh 0.5 0.4 0.4 0.3 0.5 0.5 0.5 0.0 0.0 1.6 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.1 0.1 0.6 2.2 2.3 1.2 0.0 0.0 2.7 0.0 1.1 LnGrp Delay(d),s/veh 0.8 0.4 0.4 7.8 8.5 8.5 19.8 0.0 0.0 22.3 0.0 19.8 LnGrp LOS AAAAAAB C B Approach Vol, veh/h 408 456 70 211 Approach Delay, s/veh 0.5 8.4 19.8 21.5 Approach LOS A A B C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 30.0 50.0 30.0 50.0 Change Period (Y+Rc), s 5.5 4.5 5.5 4.5 Max Green Setting (Gmax), s 24.5 45.5 24.5 45.5 Max Q Clear Time (g_c+I1), s 8.7 7.4 4.4 6.7 Green Ext Time (p_c), s 0.9 3.4 1.0 3.4 Intersection Summary HCM 2010 Ctrl Delay 8.7 HCM 2010 LOS A Timing Report, Sorted By Phase Recent PM 37: Mathews/Walnut & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates recent pm.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 30 50 30 50 Maximum Split (%) 37.5% 62.5% 37.5% 62.5% Minimum Split (s) 29.5 21.5 29.5 21.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 17 10 17 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 68 18 68 18 End Time (s) 18 68 18 68 Yield/Force Off (s) 12.5 63.5 12.5 63.5 Yield/Force Off 170(s) 75.5 53.5 75.5 53.5 Local Start Time (s) 0 30 0 30 Local Yield (s) 24.5 75.5 24.5 75.5 Local Yield 170(s) 7.5 65.5 7.5 65.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 55 Offset: 68 (85%), Referenced to phase 4:EBTL, Start of Red Splits and Phases: 37: Mathews/Walnut & Mountain HCM 2010 Signalized Intersection Summary Recent AM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates recent am.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 42 402 14 231 486 28 21 135 121 41 138 33 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 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 Adj Sat Flow, veh/h/ln 1676 1493 1642 1676 1496 1642 1676 1676 1676 1676 1676 1642 Adj Flow Rate, veh/h 49 467 14 269 565 28 24 157 6 48 160 3 Adj No. of Lanes 120120111120 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 15 15 2 15 15 222222 Cap, veh/h 557 1989 60 622 1951 97 239 302 256 194 575 11 Arrive On Green 0.71 0.71 0.71 0.71 0.71 0.71 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 739 2811 84 819 2757 136 1094 1676 1420 1094 3197 60 Grp Volume(v), veh/h 49 235 246 269 291 302 24 157 6 48 80 83 Grp Sat Flow(s),veh/h/ln 739 1418 1478 819 1421 1472 1094 1676 1420 1094 1593 1664 Q Serve(g_s), s 2.1 4.7 4.7 13.7 6.0 6.0 1.5 6.8 0.3 3.3 3.4 3.5 Cycle Q Clear(g_c), s 8.1 4.7 4.7 18.4 6.0 6.0 5.0 6.8 0.3 10.1 3.4 3.5 Prop In Lane 1.00 0.06 1.00 0.09 1.00 1.00 1.00 0.04 Lane Grp Cap(c), veh/h 557 1003 1045 622 1006 1042 239 302 256 194 287 300 V/C Ratio(X) 0.09 0.23 0.24 0.43 0.29 0.29 0.10 0.52 0.02 0.25 0.28 0.28 Avail Cap(c_a), veh/h 557 1003 1045 622 1006 1042 350 472 399 305 448 468 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 5.8 4.1 4.1 7.3 4.3 4.3 30.5 29.7 27.0 34.2 28.3 28.3 Incr Delay (d2), s/veh 0.3 0.5 0.5 2.2 0.7 0.7 0.2 1.4 0.0 0.7 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 1.9 2.0 3.4 2.5 2.6 0.5 3.3 0.1 1.0 1.5 1.6 LnGrp Delay(d),s/veh 6.1 4.7 4.6 9.5 5.0 5.0 30.7 31.1 27.0 34.9 28.8 28.8 LnGrp LOS AAAAAACCCCCC Approach Vol, veh/h 530 862 187 211 Approach Delay, s/veh 4.8 6.4 30.9 30.2 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 61.1 18.9 61.1 18.9 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 47.5 21.5 47.5 21.5 Max Q Clear Time (g_c+I1), s 10.1 8.8 20.4 12.1 Green Ext Time (p_c), s 7.0 1.1 6.6 1.0 Intersection Summary HCM 2010 Ctrl Delay 11.3 HCM 2010 LOS B Timing Report, Sorted By Phase Recent AM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates recent am.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max None Maximum Split (s) 53 27 53 27 Maximum Split (%) 66.3% 33.8% 66.3% 33.8% Minimum Split (s) 28.5 25.5 28.5 26.5 Yellow Time (s) 3.5 3 3.5 3.5 All-Red Time (s) 2 2.5 2 2 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 16 13 16 14 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 2 55 2 55 End Time (s) 55 2 55 2 Yield/Force Off (s) 49.5 76.5 49.5 76.5 Yield/Force Off 170(s) 33.5 63.5 33.5 62.5 Local Start Time (s) 27 0 27 0 Local Yield (s) 74.5 21.5 74.5 21.5 Local Yield 170(s) 58.5 8.5 58.5 7.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 55 (69%), Referenced to phase 2:SETL, Start of Red Splits and Phases: 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) HCM 2010 Signalized Intersection Summary Recent PM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates recent pm.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 39 515 56 191 464 36 32 202 265 62 228 55 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 0.99 0.98 0.99 0.95 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 Adj Sat Flow, veh/h/ln 1644 1501 1642 1644 1497 1642 1676 1676 1676 1676 1676 1642 Adj Flow Rate, veh/h 42 560 52 208 504 34 35 220 43 67 248 26 Adj No. of Lanes 120120111120 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 4 15 15 4 15 15 222222 Cap, veh/h 515 1686 156 476 1731 116 262 414 345 222 716 74 Arrive On Green 0.64 0.64 0.64 0.64 0.64 0.64 0.25 0.25 0.25 0.25 0.25 0.25 Sat Flow, veh/h 762 2633 244 711 2703 182 979 1676 1397 990 2897 300 Grp Volume(v), veh/h 42 303 309 208 265 273 35 220 43 67 135 139 Grp Sat Flow(s),veh/h/ln 762 1426 1451 711 1422 1462 979 1676 1397 990 1593 1604 Q Serve(g_s), s 2.1 7.7 7.8 15.1 6.6 6.6 2.4 9.1 1.9 5.0 5.6 5.7 Cycle Q Clear(g_c), s 8.7 7.7 7.8 22.9 6.6 6.6 8.2 9.1 1.9 14.1 5.6 5.7 Prop In Lane 1.00 0.17 1.00 0.12 1.00 1.00 1.00 0.19 Lane Grp Cap(c), veh/h 515 913 929 476 911 936 262 414 345 222 393 396 V/C Ratio(X) 0.08 0.33 0.33 0.44 0.29 0.29 0.13 0.53 0.12 0.30 0.34 0.35 Avail Cap(c_a), veh/h 515 913 929 476 911 936 344 555 463 305 528 531 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.98 0.98 1.00 1.00 1.00 Uniform Delay (d), s/veh 8.3 6.6 6.6 11.8 6.4 6.4 28.2 26.1 23.4 32.2 24.8 24.8 Incr Delay (d2), s/veh 0.3 1.0 1.0 2.9 0.8 0.8 0.2 1.0 0.2 0.8 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 3.3 3.3 3.3 2.8 2.9 0.7 4.3 0.8 1.4 2.5 2.6 LnGrp Delay(d),s/veh 8.6 7.5 7.5 14.7 7.2 7.2 28.4 27.1 23.6 33.0 25.3 25.4 LnGrp LOS AAABAACCCCCC Approach Vol, veh/h 654 746 298 341 Approach Delay, s/veh 7.6 9.3 26.8 26.8 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 55.7 24.3 55.7 24.3 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 43.5 25.5 43.5 25.5 Max Q Clear Time (g_c+I1), s 10.7 11.1 24.9 16.1 Green Ext Time (p_c), s 7.0 2.0 6.0 1.7 Intersection Summary HCM 2010 Ctrl Delay 14.2 HCM 2010 LOS B Timing Report, Sorted By Phase Recent PM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates recent pm.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max None Maximum Split (s) 49 31 49 31 Maximum Split (%) 61.3% 38.8% 61.3% 38.8% Minimum Split (s) 28.5 25.5 28.5 26.5 Yellow Time (s) 3.5 3 3.5 3.5 All-Red Time (s) 2 2.5 2 2 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 16 13 16 14 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 33 2 33 2 End Time (s) 2 33 2 33 Yield/Force Off (s) 76.5 27.5 76.5 27.5 Yield/Force Off 170(s) 60.5 14.5 60.5 13.5 Local Start Time (s) 31 0 31 0 Local Yield (s) 74.5 25.5 74.5 25.5 Local Yield 170(s) 58.5 12.5 58.5 11.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 2 (3%), Referenced to phase 2:SETL, Start of Red Splits and Phases: 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) HCM 2010 TWSC Recent AM 1: Chestnut/Driveway & Jefferson (State 14) Fort Collins CBD Hotel 2/21/2015 Synchro 9 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 0.3 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 1 374 8 5 467 3 3 0 7 5 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 411 9 5 513 3 3 0 8 5 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 516 0 0 420 0 0 686 945 210 734 948 258 Stage 1 - - - - - - 418 418 - 526 526 - Stage 2 - - - - - - 268 527 - 208 422 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1046 - - 1136 - - 334 260 796 308 259 741 Stage 1 - - - - - - 583 589 - 503 527 - Stage 2 - - - - - - 714 527 - 775 587 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1046 - - 1136 - - 331 258 796 303 257 741 Mov Cap-2 Maneuver - - - - - - 331 258 - 303 257 - Stage 1 - - - - - - 582 588 - 502 524 - Stage 2 - - - - - - 708 524 - 767 586 - Approach SE NW NE SW HCM Control Delay, s 0 0.1 11.6 15.1 HCM LOS B C Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 560 1136 - - 1046 - - 365 HCM Lane V/C Ratio 0.02 0.005 - - 0.001 - - 0.021 HCM Control Delay (s) 11.6 8.2 0 - 8.4 0 - 15.1 HCM Lane LOS B A A - A A - C HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 Lanes and Geometrics Recent AM 1: Chestnut/Driveway & Jefferson (State 14) Fort Collins CBD Hotel 2/21/2015 Synchro 9 Light Report Delich Associates recent am.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.997 0.999 0.902 0.961 Flt Protected 0.987 0.966 Satd. Flow (prot) 0 3529 0 0 3536 0 0 1658 0 0 1729 0 Flt Permitted 0.987 0.966 Satd. Flow (perm) 0 3529 0 0 3536 0 0 1658 0 0 1729 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 480 516 362 191 Travel Time (s) 10.9 11.7 8.2 4.3 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 1: Chestnut/Driveway & Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 0.3 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 0 471 7 4 504 1 3 0 19 1 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 554 8 5 593 1 4 0 22 1 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 594 0 0 562 0 0 864 1162 281 880 1165 297 Stage 1 - - - - - - 558 558 - 603 603 - Stage 2 - - - - - - 306 604 - 277 562 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 978 - - 1005 - - 248 194 716 241 193 699 Stage 1 - - - - - - 482 510 - 453 487 - Stage 2 - - - - - - 679 486 - 706 508 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 978 - - 1005 - - 246 193 716 232 192 699 Mov Cap-2 Maneuver - - - - - - 246 193 - 232 192 - Stage 1 - - - - - - 482 510 - 453 484 - Stage 2 - - - - - - 673 483 - 684 508 - Approach SE NW NE SW HCM Control Delay, s 0 0.1 11.6 15.4 HCM LOS B C Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 568 1005 - - 978 - - 348 HCM Lane V/C Ratio 0.046 0.005 ----- 0.007 HCM Control Delay (s) 11.6 8.6 0 - 0 - - 15.4 HCM Lane LOS B A A - A - - C HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 Lanes and Geometrics Recent PM 1: Chestnut/Driveway & Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates recent pm.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.998 0.886 0.932 Flt Protected 0.992 0.976 Satd. Flow (prot) 0 3532 0 0 3539 0 0 1637 0 0 1694 0 Flt Permitted 0.992 0.976 Satd. Flow (perm) 0 3532 0 0 3539 0 0 1637 0 0 1694 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 466 530 314 199 Travel Time (s) 10.6 12.0 7.1 4.5 Intersection Summary Area Type: Other HCM 2010 Signalized Intersection Summary Recent AM 39: Linden & Jefferson (State 14) Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates recent am.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 19 384 8 21 419 57 7 19 20 40 29 23 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.95 0.91 0.95 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 Adj Sat Flow, veh/h/ln 1676 1491 1642 1676 1507 1642 1642 1744 1642 1676 1676 1676 Adj Flow Rate, veh/h 20 409 8 22 446 54 7 20 2 43 31 0 Adj No. of Lanes 120120010111 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 15 15 2 15 15 222222 Cap, veh/h 617 2033 40 669 1841 222 97 226 20 304 299 254 Arrive On Green 0.72 0.72 0.72 0.72 0.72 0.72 0.18 0.18 0.18 0.18 0.18 0.00 Sat Flow, veh/h 803 2841 56 867 2573 310 232 1267 111 1177 1676 1425 Grp Volume(v), veh/h 20 204 213 22 247 253 29 0 0 43 31 0 Grp Sat Flow(s),veh/h/ln 803 1416 1480 867 1432 1450 1610 0 0 1177 1676 1425 Q Serve(g_s), s 0.7 3.8 3.8 0.7 4.7 4.8 0.0 0.0 0.0 1.0 1.2 0.0 Cycle Q Clear(g_c), s 5.5 3.8 3.8 4.5 4.7 4.8 1.1 0.0 0.0 2.2 1.2 0.0 Prop In Lane 1.00 0.04 1.00 0.21 0.24 0.07 1.00 1.00 Lane Grp Cap(c), veh/h 617 1013 1059 669 1025 1038 343 0 0 304 299 254 V/C Ratio(X) 0.03 0.20 0.20 0.03 0.24 0.24 0.08 0.00 0.00 0.14 0.10 0.00 Avail Cap(c_a), veh/h 617 1013 1059 669 1025 1038 609 0 0 507 587 499 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.91 0.91 0.91 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 4.9 3.8 3.8 4.5 3.9 3.9 27.5 0.0 0.0 27.9 27.5 0.0 Incr Delay (d2), s/veh 0.1 0.4 0.4 0.1 0.6 0.6 0.1 0.0 0.0 0.2 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 1.6 1.7 0.2 2.0 2.1 0.5 0.0 0.0 0.8 0.6 0.0 LnGrp Delay(d),s/veh 5.0 4.2 4.2 4.6 4.5 4.5 27.6 0.0 0.0 28.1 27.7 0.0 LnGrp LOS AAAAAAC CC Approach Vol, veh/h 437 522 29 74 Approach Delay, s/veh 4.2 4.5 27.6 27.9 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 61.7 18.3 61.7 18.3 Change Period (Y+Rc), s * 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s * 44 27.0 42.5 27.0 Max Q Clear Time (g_c+I1), s 7.5 3.1 6.8 4.2 Green Ext Time (p_c), s 3.6 0.3 3.6 0.3 Intersection Summary HCM 2010 Ctrl Delay 6.6 HCM 2010 LOS A Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Recent AM 39: Linden & Jefferson (State 14) Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates recent am.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 48 32 48 32 Maximum Split (%) 60.0% 40.0% 60.0% 40.0% Minimum Split (s) 21.5 24 26.5 24 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1222 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 14 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 11 59 11 59 End Time (s) 59 11 59 11 Yield/Force Off (s) 54.5 6 53.5 6 Yield/Force Off 170(s) 44.5 74 39.5 74 Local Start Time (s) 32 0 32 0 Local Yield (s) 75.5 27 74.5 27 Local Yield 170(s) 65.5 15 60.5 15 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 59 (74%), Referenced to phase 2:SETL and 6:NWTL, Start of Red Splits and Phases: 39: Linden & Jefferson (State 14) HCM 2010 Signalized Intersection Summary Recent PM 39: Linden & Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates recent pm.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 18 437 24 30 444 75 29 43 65 116 58 50 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.97 0.95 0.92 0.95 0.94 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 Adj Sat Flow, veh/h/ln 1644 1494 1642 1644 1508 1642 1642 1744 1642 1676 1676 1676 Adj Flow Rate, veh/h 21 514 23 35 522 72 34 51 25 136 68 4 Adj No. of Lanes 120120010111 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 4 15 15 4 15 15 222222 Cap, veh/h 523 1890 84 554 1721 236 129 172 71 339 353 282 Arrive On Green 0.68 0.68 0.68 0.68 0.68 0.68 0.21 0.21 0.21 0.21 0.21 0.21 Sat Flow, veh/h 721 2767 124 760 2519 346 331 818 338 1130 1676 1338 Grp Volume(v), veh/h 21 263 274 35 296 298 110 0 0 136 68 4 Grp Sat Flow(s),veh/h/ln 721 1420 1471 760 1432 1433 1488 0 0 1130 1676 1338 Q Serve(g_s), s 1.0 5.8 5.8 1.5 6.6 6.7 0.3 0.0 0.0 3.2 2.7 0.2 Cycle Q Clear(g_c), s 7.6 5.8 5.8 7.3 6.6 6.7 4.6 0.0 0.0 7.8 2.7 0.2 Prop In Lane 1.00 0.08 1.00 0.24 0.31 0.23 1.00 1.00 Lane Grp Cap(c), veh/h 523 970 1005 554 978 979 372 0 0 339 353 282 V/C Ratio(X) 0.04 0.27 0.27 0.06 0.30 0.30 0.30 0.00 0.00 0.40 0.19 0.01 Avail Cap(c_a), veh/h 523 970 1005 554 978 979 447 0 0 397 440 351 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.82 0.82 0.82 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 6.6 4.9 4.9 6.4 5.1 5.1 26.7 0.0 0.0 27.9 26.0 25.0 Incr Delay (d2), s/veh 0.1 0.6 0.6 0.2 0.8 0.8 0.4 0.0 0.0 0.8 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 2.3 2.4 0.3 2.8 2.8 2.1 0.0 0.0 2.7 1.3 0.1 LnGrp Delay(d),s/veh 6.7 5.5 5.5 6.6 5.9 5.9 27.2 0.0 0.0 28.6 26.2 25.0 LnGrp LOS AAAAAAC CCC Approach Vol, veh/h 558 629 110 208 Approach Delay, s/veh 5.5 5.9 27.2 27.8 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 59.1 20.9 59.1 20.9 Change Period (Y+Rc), s * 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s * 51 20.0 49.5 20.0 Max Q Clear Time (g_c+I1), s 9.6 6.6 9.3 9.8 Green Ext Time (p_c), s 4.8 1.0 4.8 0.9 Intersection Summary HCM 2010 Ctrl Delay 10.3 HCM 2010 LOS B Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Recent PM 39: Linden & Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates recent pm.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 55 25 55 25 Maximum Split (%) 68.8% 31.3% 68.8% 31.3% Minimum Split (s) 21.5 24 26.5 24 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1222 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 14 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 17 72 17 72 End Time (s) 72 17 72 17 Yield/Force Off (s) 67.5 12 66.5 12 Yield/Force Off 170(s) 57.5 0 52.5 0 Local Start Time (s) 25 0 25 0 Local Yield (s) 75.5 20 74.5 20 Local Yield 170(s) 65.5 8 60.5 8 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 72 (90%), Referenced to phase 2:SETL and 6:NWTL, Start of Red Splits and Phases: 39: Linden & Jefferson (State 14) UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Intersection type Land Use (from structure plan) Commercial corridors Other corridors within: Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) D E* D D Any Leg E E D E Any Movement E E D E Stop sign control (arterial/arterial, arterial/collector or local- any approach leg) N/A F** F** E Stop sign control (collector/local--any approach leg) N/A C C C * mitigating measures required ** considered normal in an urban environment APPENDIX D HCM 2010 Signalized Intersection Summary Short Bkgrd AM 18: College (US 287) & Mountain Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 29 130 57 38 211 28 0 498 64 23 547 34 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 0.97 1.00 0.97 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 32 144 63 42 234 31 0 553 71 26 608 38 Adj No. of Lanes 120120020020 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222022222 Cap, veh/h 343 693 287 368 899 117 0 1611 206 84 1619 100 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 1.00 1.00 1.00 Sat Flow, veh/h 988 2173 901 1040 2821 368 0 2916 362 62 2847 175 Grp Volume(v), veh/h 32 103 104 42 131 134 0 310 314 348 0 324 Grp Sat Flow(s),veh/h/ln 988 1593 1481 1040 1593 1597 0 1593 1601 1593 0 1492 Q Serve(g_s), s 2.0 3.8 4.1 2.5 4.9 5.0 0.0 8.3 8.4 0.0 0.0 0.0 Cycle Q Clear(g_c), s 7.0 3.8 4.1 6.6 4.9 5.0 0.0 8.3 8.4 0.0 0.0 0.0 Prop In Lane 1.00 0.61 1.00 0.23 0.00 0.23 0.07 0.12 Lane Grp Cap(c), veh/h 343 508 472 368 508 509 0 906 911 954 0 849 V/C Ratio(X) 0.09 0.20 0.22 0.11 0.26 0.26 0.00 0.34 0.34 0.36 0.00 0.38 Avail Cap(c_a), veh/h 343 508 472 368 508 509 0 906 911 954 0 849 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.9 19.9 20.0 22.4 20.2 20.3 0.0 9.2 9.3 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.5 0.9 1.1 0.6 1.2 1.3 0.0 1.0 1.0 1.1 0.0 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 1.8 1.8 0.8 2.3 2.4 0.0 3.9 3.9 0.3 0.0 0.3 LnGrp Delay(d),s/veh 23.4 20.8 21.0 23.0 21.4 21.5 0.0 10.3 10.3 1.1 0.0 1.3 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 239 307 624 672 Approach Delay, s/veh 21.2 21.7 10.3 1.2 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 2.0 9.0 10.4 8.6 Green Ext Time (p_c), s 5.3 1.8 5.3 1.8 Intersection Summary HCM 2010 Ctrl Delay 10.3 HCM 2010 LOS B Timing Report, Sorted By Phase Short Bkgrd AM 18: College (US 287) & Mountain Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates sb am.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 2.5 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 38 8 38 8 End Time (s) 8 38 8 38 Yield/Force Off (s) 2.5 32.5 2.5 32.5 Yield/Force Off 170(s) 68.5 15.5 68.5 15.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 18: College (US 287) & Mountain HCM 2010 Signalized Intersection Summary Short Bkgrd PM 18: College (US 287) & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 45 208 73 101 285 69 0 775 90 19 797 124 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.94 0.86 0.93 0.86 1.00 0.91 0.99 0.90 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 48 224 78 109 306 74 0 833 97 20 857 133 Adj No. of Lanes 120120020020 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222022222 Cap, veh/h 275 719 237 305 788 185 0 1615 188 61 1478 227 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 0.76 0.76 0.76 Sat Flow, veh/h 846 2256 743 900 2474 580 0 2924 331 26 2598 398 Grp Volume(v), veh/h 48 154 148 109 194 186 0 467 463 542 0 468 Grp Sat Flow(s),veh/h/ln 846 1593 1406 900 1593 1461 0 1593 1578 1622 0 1401 Q Serve(g_s), s 3.8 5.8 6.4 8.4 7.5 8.0 0.0 14.3 14.3 0.0 0.0 11.7 Cycle Q Clear(g_c), s 11.7 5.8 6.4 14.8 7.5 8.0 0.0 14.3 14.3 11.1 0.0 11.7 Prop In Lane 1.00 0.53 1.00 0.40 0.00 0.21 0.04 0.28 Lane Grp Cap(c), veh/h 275 508 448 305 508 466 0 906 898 969 0 797 V/C Ratio(X) 0.17 0.30 0.33 0.36 0.38 0.40 0.00 0.52 0.52 0.56 0.00 0.59 Avail Cap(c_a), veh/h 275 508 448 305 508 466 0 906 898 969 0 797 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.9 20.6 20.7 26.4 21.1 21.3 0.0 10.5 10.5 5.5 0.0 5.6 Incr Delay (d2), s/veh 1.4 1.5 2.0 3.2 2.2 2.6 0.0 2.1 2.1 2.3 0.0 3.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 2.8 2.7 2.4 3.6 3.5 0.0 6.8 6.7 5.5 0.0 5.0 LnGrp Delay(d),s/veh 27.2 22.1 22.7 29.6 23.3 23.8 0.0 12.6 12.6 7.9 0.0 8.8 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 350 489 930 1010 Approach Delay, s/veh 23.1 24.9 12.6 8.3 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 13.7 13.7 16.3 16.8 Green Ext Time (p_c), s 9.5 2.7 9.3 2.3 Intersection Summary HCM 2010 Ctrl Delay 14.5 HCM 2010 LOS B Timing Report, Sorted By Phase Short Bkgrd PM 18: College (US 287) & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 2.5 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 65 35 65 35 End Time (s) 35 65 35 65 Yield/Force Off (s) 29.5 59.5 29.5 59.5 Yield/Force Off 170(s) 15.5 42.5 15.5 42.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 35 (44%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 18: College (US 287) & Mountain HCM 2010 Signalized Intersection Summary Short Bkgrd AM 37: Mathews/Walnut & Mountain Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 26 174 16 22 228 60 5 19 9 79 41 22 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 0.99 0.97 0.99 0.97 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1744 1642 1642 1744 1642 1676 1744 1642 Adj Flow Rate, veh/h 30 202 9 26 265 35 6 22 3 92 48 7 Adj No. of Lanes 120120010110 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 222222222222 Cap, veh/h 544 1609 71 632 1522 198 140 471 60 562 565 82 Arrive On Green 1.00 1.00 1.00 0.52 0.52 0.52 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 965 3101 137 1046 2934 383 226 1235 157 1227 1481 216 Grp Volume(v), veh/h 30 103 108 26 148 152 31 0 0 92 0 55 Grp Sat Flow(s),veh/h/ln 965 1593 1646 1046 1656 1661 1618 0 0 1227 0 1697 Q Serve(g_s), s 0.2 0.0 0.0 1.0 3.8 3.9 0.0 0.0 0.0 2.8 0.0 1.7 Cycle Q Clear(g_c), s 4.1 0.0 0.0 1.0 3.8 3.9 0.9 0.0 0.0 3.7 0.0 1.7 Prop In Lane 1.00 0.08 1.00 0.23 0.19 0.10 1.00 0.13 Lane Grp Cap(c), veh/h 544 826 854 632 859 861 671 0 0 562 0 647 V/C Ratio(X) 0.06 0.12 0.13 0.04 0.17 0.18 0.05 0.00 0.00 0.16 0.00 0.09 Avail Cap(c_a), veh/h 544 826 854 632 859 861 671 0 0 562 0 647 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.2 0.0 0.0 9.5 10.2 10.2 15.6 0.0 0.0 16.4 0.0 15.8 Incr Delay (d2), s/veh 0.2 0.3 0.3 0.1 0.4 0.4 0.1 0.0 0.0 0.6 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.1 0.3 1.8 1.9 0.5 0.0 0.0 1.5 0.0 0.8 LnGrp Delay(d),s/veh 0.4 0.3 0.3 9.6 10.6 10.6 15.7 0.0 0.0 17.0 0.0 16.1 LnGrp LOS AAAABBB B B Approach Vol, veh/h 241 326 31 147 Approach Delay, s/veh 0.3 10.5 15.7 16.7 Approach LOS ABBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 35.0 45.0 35.0 45.0 Change Period (Y+Rc), s 5.5 4.5 5.5 4.5 Max Green Setting (Gmax), s 29.5 40.5 29.5 40.5 Max Q Clear Time (g_c+I1), s 5.7 6.1 2.9 5.9 Green Ext Time (p_c), s 0.6 2.0 0.6 2.0 Intersection Summary HCM 2010 Ctrl Delay 8.7 HCM 2010 LOS A Timing Report, Sorted By Phase Short Bkgrd AM 37: Mathews/Walnut & Mountain Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates sb am.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 35 45 35 45 Maximum Split (%) 43.8% 56.3% 43.8% 56.3% Minimum Split (s) 29.5 21.5 29.5 21.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 17 10 17 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 44 79 44 79 End Time (s) 79 44 79 44 Yield/Force Off (s) 73.5 39.5 73.5 39.5 Yield/Force Off 170(s) 56.5 29.5 56.5 29.5 Local Start Time (s) 0 35 0 35 Local Yield (s) 29.5 75.5 29.5 75.5 Local Yield 170(s) 12.5 65.5 12.5 65.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 55 Offset: 44 (55%), Referenced to phase 4:EBTL, Start of Red Splits and Phases: 37: Mathews/Walnut & Mountain HCM 2010 Signalized Intersection Summary Short Bkgrd PM 37: Mathews/Walnut & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 68 305 20 54 332 64 13 43 44 137 53 45 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.93 0.98 0.93 0.98 0.95 0.98 0.93 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1744 1642 1642 1744 1642 1676 1744 1642 Adj Flow Rate, veh/h 76 339 15 60 369 49 14 48 12 152 59 12 Adj No. of Lanes 120120010110 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 535 1800 79 613 1694 223 118 361 82 477 442 90 Arrive On Green 1.00 1.00 1.00 0.58 0.58 0.58 0.32 0.32 0.32 0.32 0.32 0.32 Sat Flow, veh/h 856 3097 136 900 2915 383 202 1133 258 1176 1387 282 Grp Volume(v), veh/h 76 174 180 60 208 210 74 0 0 152 0 71 Grp Sat Flow(s),veh/h/ln 856 1593 1641 900 1656 1642 1593 0 0 1176 0 1670 Q Serve(g_s), s 0.9 0.0 0.0 2.4 4.8 4.9 0.0 0.0 0.0 4.6 0.0 2.4 Cycle Q Clear(g_c), s 5.8 0.0 0.0 2.4 4.8 4.9 2.5 0.0 0.0 7.1 0.0 2.4 Prop In Lane 1.00 0.08 1.00 0.23 0.19 0.16 1.00 0.17 Lane Grp Cap(c), veh/h 535 926 954 613 963 954 561 0 0 477 0 532 V/C Ratio(X) 0.14 0.19 0.19 0.10 0.22 0.22 0.13 0.00 0.00 0.32 0.00 0.13 Avail Cap(c_a), veh/h 535 926 954 613 963 954 561 0 0 477 0 532 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.3 0.0 0.0 7.5 8.0 8.0 19.4 0.0 0.0 20.8 0.0 19.4 Incr Delay (d2), s/veh 0.6 0.4 0.4 0.3 0.5 0.5 0.5 0.0 0.0 1.8 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.1 0.1 0.6 2.3 2.4 1.2 0.0 0.0 2.8 0.0 1.2 LnGrp Delay(d),s/veh 0.9 0.4 0.4 7.8 8.5 8.6 19.9 0.0 0.0 22.6 0.0 19.9 LnGrp LOS AAAAAAB C B Approach Vol, veh/h 430 478 74 223 Approach Delay, s/veh 0.5 8.5 19.9 21.7 Approach LOS A A B C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 30.0 50.0 30.0 50.0 Change Period (Y+Rc), s 5.5 4.5 5.5 4.5 Max Green Setting (Gmax), s 24.5 45.5 24.5 45.5 Max Q Clear Time (g_c+I1), s 9.1 7.8 4.5 6.9 Green Ext Time (p_c), s 1.0 3.6 1.0 3.6 Intersection Summary HCM 2010 Ctrl Delay 8.8 HCM 2010 LOS A Timing Report, Sorted By Phase Short Bkgrd PM 37: Mathews/Walnut & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 30 50 30 50 Maximum Split (%) 37.5% 62.5% 37.5% 62.5% Minimum Split (s) 29.5 21.5 29.5 21.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 17 10 17 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 68 18 68 18 End Time (s) 18 68 18 68 Yield/Force Off (s) 12.5 63.5 12.5 63.5 Yield/Force Off 170(s) 75.5 53.5 75.5 53.5 Local Start Time (s) 0 30 0 30 Local Yield (s) 24.5 75.5 24.5 75.5 Local Yield 170(s) 7.5 65.5 7.5 65.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 55 Offset: 68 (85%), Referenced to phase 4:EBTL, Start of Red Splits and Phases: 37: Mathews/Walnut & Mountain HCM 2010 Signalized Intersection Summary Short Bkgrd AM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates sb am.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 44 423 15 243 511 29 22 142 127 43 145 35 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 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 Adj Sat Flow, veh/h/ln 1676 1493 1642 1676 1496 1642 1676 1676 1676 1676 1676 1642 Adj Flow Rate, veh/h 51 492 15 283 594 29 26 165 8 50 169 6 Adj No. of Lanes 120120111120 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 15 15 2 15 15 222222 Cap, veh/h 535 1970 60 600 1934 94 241 313 265 196 585 21 Arrive On Green 0.70 0.70 0.70 0.70 0.70 0.70 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 718 2810 86 800 2759 135 1082 1676 1420 1084 3135 111 Grp Volume(v), veh/h 51 248 259 283 306 317 26 165 8 50 85 90 Grp Sat Flow(s),veh/h/ln 718 1418 1477 800 1421 1472 1082 1676 1420 1084 1593 1653 Q Serve(g_s), s 2.3 5.1 5.1 15.9 6.6 6.6 1.7 7.1 0.4 3.5 3.7 3.7 Cycle Q Clear(g_c), s 8.9 5.1 5.1 21.0 6.6 6.6 5.4 7.1 0.4 10.6 3.7 3.7 Prop In Lane 1.00 0.06 1.00 0.09 1.00 1.00 1.00 0.07 Lane Grp Cap(c), veh/h 535 994 1036 600 996 1032 241 313 265 196 297 308 V/C Ratio(X) 0.10 0.25 0.25 0.47 0.31 0.31 0.11 0.53 0.03 0.26 0.29 0.29 Avail Cap(c_a), veh/h 535 994 1036 600 996 1032 344 472 399 299 448 465 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 6.3 4.3 4.3 8.1 4.6 4.6 30.3 29.4 26.6 34.1 28.0 28.0 Incr Delay (d2), s/veh 0.4 0.6 0.6 2.7 0.8 0.8 0.2 1.4 0.0 0.7 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 2.1 2.2 3.9 2.8 2.9 0.5 3.4 0.1 1.1 1.7 1.7 LnGrp Delay(d),s/veh 6.6 4.9 4.9 10.8 5.4 5.3 30.5 30.7 26.7 34.8 28.5 28.5 LnGrp LOS AAABAACCCCCC Approach Vol, veh/h 558 906 199 225 Approach Delay, s/veh 5.1 7.0 30.5 29.9 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 60.6 19.4 60.6 19.4 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 47.5 21.5 47.5 21.5 Max Q Clear Time (g_c+I1), s 10.9 9.1 23.0 12.6 Green Ext Time (p_c), s 7.6 1.2 7.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 11.7 HCM 2010 LOS B Timing Report, Sorted By Phase Short Bkgrd AM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates sb am.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max None Maximum Split (s) 53 27 53 27 Maximum Split (%) 66.3% 33.8% 66.3% 33.8% Minimum Split (s) 28.5 25.5 28.5 26.5 Yellow Time (s) 3.5 3 3.5 3.5 All-Red Time (s) 2 2.5 2 2 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 16 13 16 14 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 2 55 2 55 End Time (s) 55 2 55 2 Yield/Force Off (s) 49.5 76.5 49.5 76.5 Yield/Force Off 170(s) 33.5 63.5 33.5 62.5 Local Start Time (s) 27 0 27 0 Local Yield (s) 74.5 21.5 74.5 21.5 Local Yield 170(s) 58.5 8.5 58.5 7.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 55 (69%), Referenced to phase 2:SETL, Start of Red Splits and Phases: 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) HCM 2010 Signalized Intersection Summary Short Bkgrd PM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 41 541 59 201 488 38 34 212 279 65 240 58 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 0.99 0.98 0.99 0.95 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 Adj Sat Flow, veh/h/ln 1644 1501 1642 1644 1497 1642 1676 1676 1676 1676 1676 1642 Adj Flow Rate, veh/h 45 588 55 218 530 36 37 230 74 71 261 30 Adj No. of Lanes 120120111120 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 4 15 15 4 15 15 222222 Cap, veh/h 492 1662 155 453 1707 116 264 429 358 221 733 83 Arrive On Green 0.63 0.63 0.63 0.63 0.63 0.63 0.26 0.26 0.26 0.26 0.26 0.26 Sat Flow, veh/h 742 2631 246 691 2701 183 965 1676 1398 955 2866 325 Grp Volume(v), veh/h 45 318 325 218 279 287 37 230 74 71 144 147 Grp Sat Flow(s),veh/h/ln 742 1426 1451 691 1422 1462 965 1676 1398 955 1593 1598 Q Serve(g_s), s 2.4 8.5 8.5 17.5 7.2 7.2 2.6 9.5 3.3 5.5 5.9 6.1 Cycle Q Clear(g_c), s 9.6 8.5 8.5 26.0 7.2 7.2 8.7 9.5 3.3 15.0 5.9 6.1 Prop In Lane 1.00 0.17 1.00 0.13 1.00 1.00 1.00 0.20 Lane Grp Cap(c), veh/h 492 901 917 453 899 924 264 429 358 221 407 409 V/C Ratio(X) 0.09 0.35 0.35 0.48 0.31 0.31 0.14 0.54 0.21 0.32 0.35 0.36 Avail Cap(c_a), veh/h 492 901 917 453 899 924 337 555 463 293 528 529 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.97 0.97 1.00 1.00 1.00 Uniform Delay (d), s/veh 8.9 7.0 7.0 13.2 6.7 6.7 28.0 25.7 23.4 32.2 24.4 24.4 Incr Delay (d2), s/veh 0.4 1.1 1.1 3.6 0.9 0.9 0.2 1.0 0.3 0.8 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 3.5 3.6 3.8 3.0 3.1 0.7 4.5 1.3 1.5 2.7 2.7 LnGrp Delay(d),s/veh 9.3 8.1 8.1 16.8 7.6 7.6 28.2 26.7 23.7 33.0 24.9 24.9 LnGrp LOS AAABAACCCCCC Approach Vol, veh/h 688 784 341 362 Approach Delay, s/veh 8.1 10.2 26.2 26.5 Approach LOS A B C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 55.0 25.0 55.0 25.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 43.5 25.5 43.5 25.5 Max Q Clear Time (g_c+I1), s 11.6 11.5 28.0 17.0 Green Ext Time (p_c), s 7.5 2.2 6.0 1.8 Intersection Summary HCM 2010 Ctrl Delay 14.8 HCM 2010 LOS B Timing Report, Sorted By Phase Short Bkgrd PM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max None Maximum Split (s) 49 31 49 31 Maximum Split (%) 61.3% 38.8% 61.3% 38.8% Minimum Split (s) 28.5 25.5 28.5 26.5 Yellow Time (s) 3.5 3 3.5 3.5 All-Red Time (s) 2 2.5 2 2 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 16 13 16 14 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 33 2 33 2 End Time (s) 2 33 2 33 Yield/Force Off (s) 76.5 27.5 76.5 27.5 Yield/Force Off 170(s) 60.5 14.5 60.5 13.5 Local Start Time (s) 31 0 31 0 Local Yield (s) 74.5 25.5 74.5 25.5 Local Yield 170(s) 58.5 12.5 58.5 11.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 2 (3%), Referenced to phase 2:SETL, Start of Red Splits and Phases: 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) HCM 2010 TWSC Short Bkgrd AM 1: Chestnut/Driveway & Jefferson (State 14) Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 0.2 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 0 393 8 0 496 4 0 0 7 0 0 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 0 - - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 432 9 0 545 4 0 0 8 0 0 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 549 0 0 441 0 0 709 985 436 983 988 275 Stage 1 - - - - - - 436 436 - 547 547 - Stage 2 - - - - - - 273 549 - 436 441 - Critical Hdwy 4.14 - - 4.12 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.22 - - 2.218 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1017 - - 1119 - - 335 247 619 215 246 723 Stage 1 - - - - - - 598 579 - 490 517 - Stage 2 - - - - - - 710 516 - 598 576 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1017 - - 1119 - - 331 247 619 212 246 723 Mov Cap-2 Maneuver - - - - - - 331 247 - 212 246 - Stage 1 - - - - - - 598 579 - 490 517 - Stage 2 - - - - - - 702 516 - 591 576 - Approach SE NW NE SW HCM Control Delay, s 0 0 10.9 10 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 619 1119 - - 1017 - - 723 HCM Lane V/C Ratio 0.012 ------ 0.011 HCM Control Delay (s) 10.9 0 - - 0 - - 10 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 Lanes and Geometrics Short Bkgrd AM 1: Chestnut/Driveway & Jefferson (State 14) Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates sb am.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 1 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.997 0.999 0.865 0.865 Flt Protected Satd. Flow (prot) 0 1857 0 0 3536 0 0 0 1611 0 0 1611 Flt Permitted Satd. Flow (perm) 0 1857 0 0 3536 0 0 0 1611 0 0 1611 Link Speed (mph) 30 30 30 30 Link Distance (ft) 480 516 362 191 Travel Time (s) 10.9 11.7 8.2 4.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 1: Chestnut/Driveway & Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 0.3 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 0 495 7 0 534 1 0 0 20 0 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 582 8 0 628 1 0 0 24 0 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 629 0 0 591 0 0 900 1215 586 1227 1220 315 Stage 1 - - - - - - 586 586 - 629 629 - Stage 2 - - - - - - 314 629 - 598 591 - Critical Hdwy 4.14 - - 4.12 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.22 - - 2.218 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 949 - - 985 - - 246 181 509 144 179 682 Stage 1 - - - - - - 495 496 - 438 474 - Stage 2 - - - - - - 672 474 - 488 494 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 949 - - 985 - - 245 181 509 137 179 682 Mov Cap-2 Maneuver - - - - - - 245 181 - 137 179 - Stage 1 - - - - - - 495 496 - 438 474 - Stage 2 - - - - - - 670 474 - 465 494 - Approach SE NW NE SW HCM Control Delay, s 0 0 12.4 10.3 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 509 985 - - 949 - - 682 HCM Lane V/C Ratio 0.046 ------ 0.003 HCM Control Delay (s) 12.4 0 - - 0 - - 10.3 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 Lanes and Geometrics Short Bkgrd PM 1: Chestnut/Driveway & Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.998 0.865 0.865 Flt Protected Satd. Flow (prot) 0 1859 0 0 3539 0 0 1611 0 0 1611 0 Flt Permitted Satd. Flow (perm) 0 1859 0 0 3539 0 0 1611 0 0 1611 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 466 530 314 199 Travel Time (s) 10.6 12.0 7.1 4.5 Intersection Summary Area Type: Other HCM 2010 Signalized Intersection Summary Short Bkgrd AM 39: Linden & Jefferson (State 14) Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates sb am.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 20 404 8 22 440 60 7 20 21 42 30 24 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.91 0.91 0.95 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 Adj Sat Flow, veh/h/ln 1676 1490 1642 1676 1507 1642 1642 1744 1642 1676 1676 1676 Adj Flow Rate, veh/h 21 430 9 23 468 57 7 21 3 45 32 0 Adj No. of Lanes 110120010111 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 15 15 2 15 15 222222 Cap, veh/h 601 1040 22 597 1838 223 92 221 28 305 299 254 Arrive On Green 0.72 0.72 0.72 0.72 0.72 0.72 0.18 0.18 0.18 0.18 0.18 0.00 Sat Flow, veh/h 785 1454 30 850 2571 312 206 1236 155 1176 1676 1425 Grp Volume(v), veh/h 21 0 439 23 260 265 31 0 0 45 32 0 Grp Sat Flow(s),veh/h/ln 785 0 1485 850 1432 1450 1597 0 0 1176 1676 1425 Q Serve(g_s), s 0.8 0.0 9.6 0.9 5.0 5.1 0.0 0.0 0.0 1.0 1.3 0.0 Cycle Q Clear(g_c), s 5.9 0.0 9.6 10.5 5.0 5.1 1.2 0.0 0.0 2.3 1.3 0.0 Prop In Lane 1.00 0.02 1.00 0.21 0.23 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 601 0 1062 597 1024 1037 340 0 0 305 299 254 V/C Ratio(X) 0.03 0.00 0.41 0.04 0.25 0.26 0.09 0.00 0.00 0.15 0.11 0.00 Avail Cap(c_a), veh/h 601 0 1062 597 1024 1037 603 0 0 507 587 499 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.91 0.00 0.91 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 5.0 0.0 4.6 6.7 4.0 4.0 27.5 0.0 0.0 27.9 27.5 0.0 Incr Delay (d2), s/veh 0.1 0.0 1.1 0.1 0.6 0.6 0.1 0.0 0.0 0.2 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 4.1 0.2 2.1 2.2 0.6 0.0 0.0 0.9 0.6 0.0 LnGrp Delay(d),s/veh 5.1 0.0 5.7 6.8 4.6 4.6 27.6 0.0 0.0 28.1 27.7 0.0 LnGrp LOS A AAAAC CC Approach Vol, veh/h 460 548 31 77 Approach Delay, s/veh 5.7 4.7 27.6 27.9 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 61.7 18.3 61.7 18.3 Change Period (Y+Rc), s * 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s * 44 27.0 42.5 27.0 Max Q Clear Time (g_c+I1), s 11.6 3.2 12.5 4.3 Green Ext Time (p_c), s 3.9 0.3 3.9 0.3 Intersection Summary HCM 2010 Ctrl Delay 7.3 HCM 2010 LOS A Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Short Bkgrd AM 39: Linden & Jefferson (State 14) Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates sb am.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 48 32 48 32 Maximum Split (%) 60.0% 40.0% 60.0% 40.0% Minimum Split (s) 21.5 24 26.5 24 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1222 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 14 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 11 59 11 59 End Time (s) 59 11 59 11 Yield/Force Off (s) 54.5 6 53.5 6 Yield/Force Off 170(s) 44.5 74 39.5 74 Local Start Time (s) 32 0 32 0 Local Yield (s) 75.5 27 74.5 27 Local Yield 170(s) 65.5 15 60.5 15 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 59 (74%), Referenced to phase 2:SETL and 6:NWTL, Start of Red Splits and Phases: 39: Linden & Jefferson (State 14) HCM 2010 Signalized Intersection Summary Short Bkgrd PM 39: Linden & Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 19 459 25 32 467 79 30 45 68 122 61 53 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.97 0.92 0.92 0.95 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 Adj Sat Flow, veh/h/ln 1644 1494 1642 1644 1508 1642 1642 1744 1642 1676 1676 1676 Adj Flow Rate, veh/h 22 540 27 38 549 75 35 53 29 144 72 0 Adj No. of Lanes 110120010111 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 4 15 15 4 15 15 222222 Cap, veh/h 503 958 48 446 1713 233 126 170 78 339 360 306 Arrive On Green 0.68 0.68 0.68 0.68 0.68 0.68 0.21 0.21 0.21 0.21 0.21 0.00 Sat Flow, veh/h 701 1410 71 742 2522 343 314 794 365 1126 1676 1425 Grp Volume(v), veh/h 22 0 567 38 311 313 117 0 0 144 72 0 Grp Sat Flow(s),veh/h/ln 701 0 1481 742 1432 1433 1473 0 0 1126 1676 1425 Q Serve(g_s), s 1.1 0.0 15.9 2.2 7.1 7.2 0.5 0.0 0.0 3.7 2.8 0.0 Cycle Q Clear(g_c), s 8.2 0.0 15.9 18.2 7.1 7.2 4.9 0.0 0.0 8.6 2.8 0.0 Prop In Lane 1.00 0.05 1.00 0.24 0.30 0.25 1.00 1.00 Lane Grp Cap(c), veh/h 503 0 1006 446 973 973 375 0 0 339 360 306 V/C Ratio(X) 0.04 0.00 0.56 0.09 0.32 0.32 0.31 0.00 0.00 0.42 0.20 0.00 Avail Cap(c_a), veh/h 503 0 1006 446 973 973 442 0 0 393 440 374 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.82 0.00 0.82 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 7.0 0.0 6.7 11.4 5.3 5.3 26.6 0.0 0.0 28.0 25.8 0.0 Incr Delay (d2), s/veh 0.1 0.0 1.9 0.4 0.9 0.9 0.5 0.0 0.0 0.8 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 7.0 0.5 3.0 3.0 2.2 0.0 0.0 2.9 1.3 0.0 LnGrp Delay(d),s/veh 7.1 0.0 8.6 11.8 6.1 6.1 27.1 0.0 0.0 28.8 26.0 0.0 LnGrp LOS A ABAAC CC Approach Vol, veh/h 589 662 117 216 Approach Delay, s/veh 8.5 6.5 27.1 27.9 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 58.8 21.2 58.8 21.2 Change Period (Y+Rc), s * 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s * 51 20.0 49.5 20.0 Max Q Clear Time (g_c+I1), s 17.9 6.9 20.2 10.6 Green Ext Time (p_c), s 5.4 1.0 5.4 0.9 Intersection Summary HCM 2010 Ctrl Delay 11.7 HCM 2010 LOS B Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Short Bkgrd PM 39: Linden & Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 55 25 55 25 Maximum Split (%) 68.8% 31.3% 68.8% 31.3% Minimum Split (s) 21.5 24 26.5 24 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1222 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 14 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 17 72 17 72 End Time (s) 72 17 72 17 Yield/Force Off (s) 67.5 12 66.5 12 Yield/Force Off 170(s) 57.5 0 52.5 0 Local Start Time (s) 25 0 25 0 Local Yield (s) 75.5 20 74.5 20 Local Yield 170(s) 65.5 8 60.5 8 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 72 (90%), Referenced to phase 2:SETL and 6:NWTL, Start of Red Splits and Phases: 39: Linden & Jefferson (State 14) APPENDIX E HCM 2010 Signalized Intersection Summary Long Bkgrd AM 18: College (US 287) & Mountain Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 35 150 65 45 245 35 0 580 75 30 635 40 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 0.97 1.00 0.97 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 37 158 68 47 258 37 0 611 79 32 668 42 Adj No. of Lanes 120120020020 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222022222 Cap, veh/h 329 696 285 359 889 126 0 1609 208 90 1600 99 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 1.00 1.00 1.00 Sat Flow, veh/h 962 2183 893 1023 2789 394 0 2912 365 73 2813 174 Grp Volume(v), veh/h 37 113 113 47 146 149 0 343 347 381 0 361 Grp Sat Flow(s),veh/h/ln 962 1593 1483 1023 1593 1591 0 1593 1601 1567 0 1492 Q Serve(g_s), s 2.4 4.2 4.5 2.8 5.5 5.6 0.0 9.5 9.5 0.0 0.0 0.0 Cycle Q Clear(g_c), s 8.0 4.2 4.5 7.3 5.5 5.6 0.0 9.5 9.5 0.0 0.0 0.0 Prop In Lane 1.00 0.60 1.00 0.25 0.00 0.23 0.08 0.12 Lane Grp Cap(c), veh/h 329 508 473 359 508 507 0 906 911 940 0 849 V/C Ratio(X) 0.11 0.22 0.24 0.13 0.29 0.29 0.00 0.38 0.38 0.41 0.00 0.42 Avail Cap(c_a), veh/h 329 508 473 359 508 507 0 906 911 940 0 849 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.5 20.0 20.1 22.8 20.4 20.5 0.0 9.5 9.5 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.7 1.0 1.2 0.8 1.4 1.5 0.0 1.2 1.2 1.3 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 2.0 2.0 0.9 2.6 2.7 0.0 4.4 4.4 0.3 0.0 0.4 LnGrp Delay(d),s/veh 24.2 21.0 21.3 23.6 21.9 22.0 0.0 10.7 10.7 1.3 0.0 1.6 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 263 342 690 742 Approach Delay, s/veh 21.6 22.1 10.7 1.4 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 2.0 10.0 11.5 9.3 Green Ext Time (p_c), s 6.2 2.0 6.1 2.0 Intersection Summary HCM 2010 Ctrl Delay 10.6 HCM 2010 LOS B Timing Report, Sorted By Phase Long Bkgrd AM 18: College (US 287) & Mountain Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lb am.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 2.5 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 38 8 38 8 End Time (s) 8 38 8 38 Yield/Force Off (s) 2.5 32.5 2.5 32.5 Yield/Force Off 170(s) 68.5 15.5 68.5 15.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 18: College (US 287) & Mountain HCM 2010 Signalized Intersection Summary Long Bkgrd PM 18: College (US 287) & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 55 240 85 115 330 80 0 900 105 25 925 145 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.95 0.86 0.94 0.86 1.00 0.91 1.00 0.90 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 58 253 89 121 347 84 0 947 111 26 974 153 Adj No. of Lanes 120120020020 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222022222 Cap, veh/h 256 715 239 288 787 186 0 1614 189 65 1459 226 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 1.00 1.00 1.00 Sat Flow, veh/h 813 2245 751 872 2470 582 0 2922 333 32 2566 398 Grp Volume(v), veh/h 58 176 166 121 220 211 0 531 527 614 0 539 Grp Sat Flow(s),veh/h/ln 813 1593 1403 872 1593 1460 0 1593 1578 1595 0 1401 Q Serve(g_s), s 4.9 6.8 7.3 10.0 8.8 9.2 0.0 17.3 17.3 0.0 0.0 0.0 Cycle Q Clear(g_c), s 14.1 6.8 7.3 17.3 8.8 9.2 0.0 17.3 17.3 0.0 0.0 0.0 Prop In Lane 1.00 0.54 1.00 0.40 0.00 0.21 0.04 0.28 Lane Grp Cap(c), veh/h 256 508 447 288 508 465 0 906 897 954 0 797 V/C Ratio(X) 0.23 0.35 0.37 0.42 0.43 0.45 0.00 0.59 0.59 0.64 0.00 0.68 Avail Cap(c_a), veh/h 256 508 447 288 508 465 0 906 897 954 0 797 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.3 20.9 21.1 27.7 21.5 21.7 0.0 11.2 11.2 0.0 0.0 0.0 Incr Delay (d2), s/veh 2.1 1.9 2.4 4.4 2.7 3.2 0.0 2.8 2.8 3.3 0.0 4.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 3.2 3.1 2.7 4.2 4.1 0.0 8.2 8.2 0.9 0.0 1.0 LnGrp Delay(d),s/veh 29.3 22.7 23.4 32.2 24.2 24.8 0.0 13.9 14.0 3.3 0.0 4.6 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 400 552 1058 1153 Approach Delay, s/veh 24.0 26.2 14.0 3.9 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 2.0 16.1 19.3 19.3 Green Ext Time (p_c), s 12.9 2.8 11.0 2.0 Intersection Summary HCM 2010 Ctrl Delay 13.7 HCM 2010 LOS B Timing Report, Sorted By Phase Long Bkgrd PM 18: College (US 287) & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lb pm.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 2.5 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 65 35 65 35 End Time (s) 35 65 35 65 Yield/Force Off (s) 29.5 59.5 29.5 59.5 Yield/Force Off 170(s) 15.5 42.5 15.5 42.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 70 Offset: 35 (44%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 18: College (US 287) & Mountain HCM 2010 Signalized Intersection Summary Long Bkgrd AM 37: Mathews/Walnut & Mountain Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 30 205 20 25 265 70 10 20 10 90 50 25 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 0.99 0.97 0.99 0.97 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1744 1642 1642 1744 1642 1676 1744 1642 Adj Flow Rate, veh/h 32 216 12 26 279 42 11 21 4 95 53 9 Adj No. of Lanes 120120010110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 532 1589 88 624 1494 222 209 373 65 562 551 94 Arrive On Green 1.00 1.00 1.00 0.52 0.52 0.52 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 947 3063 169 1030 2880 428 394 978 172 1227 1445 245 Grp Volume(v), veh/h 32 112 116 26 159 162 36 0 0 95 0 62 Grp Sat Flow(s),veh/h/ln 947 1593 1639 1030 1656 1651 1544 0 0 1227 0 1691 Q Serve(g_s), s 0.3 0.0 0.0 1.0 4.1 4.2 0.0 0.0 0.0 2.8 0.0 1.9 Cycle Q Clear(g_c), s 4.5 0.0 0.0 1.0 4.1 4.2 1.1 0.0 0.0 3.8 0.0 1.9 Prop In Lane 1.00 0.10 1.00 0.26 0.31 0.11 1.00 0.15 Lane Grp Cap(c), veh/h 532 826 850 624 859 856 647 0 0 562 0 645 V/C Ratio(X) 0.06 0.14 0.14 0.04 0.18 0.19 0.06 0.00 0.00 0.17 0.00 0.10 Avail Cap(c_a), veh/h 532 826 850 624 859 856 647 0 0 562 0 645 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.2 0.0 0.0 9.5 10.2 10.3 15.6 0.0 0.0 16.4 0.0 15.9 Incr Delay (d2), s/veh 0.2 0.3 0.3 0.1 0.5 0.5 0.2 0.0 0.0 0.6 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.1 0.3 2.0 2.0 0.5 0.0 0.0 1.5 0.0 0.9 LnGrp Delay(d),s/veh 0.4 0.3 0.3 9.6 10.7 10.8 15.8 0.0 0.0 17.1 0.0 16.2 LnGrp LOS AAAABBB B B Approach Vol, veh/h 260 347 36 157 Approach Delay, s/veh 0.4 10.7 15.8 16.7 Approach LOS ABBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 35.0 45.0 35.0 45.0 Change Period (Y+Rc), s 5.5 4.5 5.5 4.5 Max Green Setting (Gmax), s 29.5 40.5 29.5 40.5 Max Q Clear Time (g_c+I1), s 5.8 6.5 3.1 6.2 Green Ext Time (p_c), s 0.6 2.1 0.7 2.1 Intersection Summary HCM 2010 Ctrl Delay 8.7 HCM 2010 LOS A Timing Report, Sorted By Phase Long Bkgrd AM 37: Mathews/Walnut & Mountain Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lb am.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 35 45 35 45 Maximum Split (%) 43.8% 56.3% 43.8% 56.3% Minimum Split (s) 29.5 21.5 29.5 21.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 17 10 17 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 44 79 44 79 End Time (s) 79 44 79 44 Yield/Force Off (s) 73.5 39.5 73.5 39.5 Yield/Force Off 170(s) 56.5 29.5 56.5 29.5 Local Start Time (s) 0 35 0 35 Local Yield (s) 29.5 75.5 29.5 75.5 Local Yield 170(s) 12.5 65.5 12.5 65.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 55 Offset: 44 (55%), Referenced to phase 4:EBTL, Start of Red Splits and Phases: 37: Mathews/Walnut & Mountain HCM 2010 Signalized Intersection Summary Long Bkgrd PM 37: Mathews/Walnut & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 80 355 25 60 385 75 15 50 50 160 60 50 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.93 0.98 0.93 0.98 0.95 0.98 0.93 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1744 1642 1642 1744 1642 1676 1744 1642 Adj Flow Rate, veh/h 84 374 20 63 405 58 16 53 16 168 63 15 Adj No. of Lanes 120120010110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 511 1781 95 595 1676 238 117 346 95 476 427 102 Arrive On Green 1.00 1.00 1.00 0.58 0.58 0.58 0.32 0.32 0.32 0.32 0.32 0.32 Sat Flow, veh/h 823 3063 163 869 2883 409 199 1086 298 1167 1341 319 Grp Volume(v), veh/h 84 194 200 63 231 232 85 0 0 168 0 78 Grp Sat Flow(s),veh/h/ln 823 1593 1634 869 1656 1635 1583 0 0 1167 0 1660 Q Serve(g_s), s 1.2 0.0 0.0 2.6 5.4 5.5 0.0 0.0 0.0 5.1 0.0 2.7 Cycle Q Clear(g_c), s 6.7 0.0 0.0 2.6 5.4 5.5 2.9 0.0 0.0 8.0 0.0 2.7 Prop In Lane 1.00 0.10 1.00 0.25 0.19 0.19 1.00 0.19 Lane Grp Cap(c), veh/h 511 926 950 595 963 950 558 0 0 476 0 529 V/C Ratio(X) 0.16 0.21 0.21 0.11 0.24 0.24 0.15 0.00 0.00 0.35 0.00 0.15 Avail Cap(c_a), veh/h 511 926 950 595 963 950 558 0 0 476 0 529 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.4 0.0 0.0 7.6 8.2 8.2 19.6 0.0 0.0 21.1 0.0 19.5 Incr Delay (d2), s/veh 0.7 0.5 0.5 0.4 0.6 0.6 0.6 0.0 0.0 2.0 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.1 0.1 0.7 2.6 2.6 1.4 0.0 0.0 3.2 0.0 1.3 LnGrp Delay(d),s/veh 1.1 0.5 0.5 7.9 8.7 8.8 20.1 0.0 0.0 23.1 0.0 20.1 LnGrp LOS AAAAAAC C C Approach Vol, veh/h 478 526 85 246 Approach Delay, s/veh 0.6 8.7 20.1 22.2 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 30.0 50.0 30.0 50.0 Change Period (Y+Rc), s 5.5 4.5 5.5 4.5 Max Green Setting (Gmax), s 24.5 45.5 24.5 45.5 Max Q Clear Time (g_c+I1), s 10.0 8.7 4.9 7.5 Green Ext Time (p_c), s 1.1 4.1 1.2 4.1 Intersection Summary HCM 2010 Ctrl Delay 9.0 HCM 2010 LOS A Timing Report, Sorted By Phase Long Bkgrd PM 37: Mathews/Walnut & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lb pm.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 30 50 30 50 Maximum Split (%) 37.5% 62.5% 37.5% 62.5% Minimum Split (s) 29.5 21.5 29.5 21.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 17 10 17 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 68 18 68 18 End Time (s) 18 68 18 68 Yield/Force Off (s) 12.5 63.5 12.5 63.5 Yield/Force Off 170(s) 75.5 53.5 75.5 53.5 Local Start Time (s) 0 30 0 30 Local Yield (s) 24.5 75.5 24.5 75.5 Local Yield 170(s) 7.5 65.5 7.5 65.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 55 Offset: 68 (85%), Referenced to phase 4:EBTL, Start of Red Splits and Phases: 37: Mathews/Walnut & Mountain HCM 2010 Signalized Intersection Summary Long Bkgrd AM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lb am.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 50 490 20 280 595 35 25 165 145 50 170 40 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 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 Adj Sat Flow, veh/h/ln 1676 1494 1642 1676 1496 1642 1676 1676 1676 1676 1676 1642 Adj Flow Rate, veh/h 53 516 18 295 626 33 26 174 22 53 179 11 Adj No. of Lanes 120120111120 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 15 15 2 15 15 222222 Cap, veh/h 508 1937 67 576 1903 100 244 327 277 198 594 36 Arrive On Green 0.69 0.69 0.69 0.69 0.69 0.69 0.20 0.20 0.20 0.20 0.20 0.20 Sat Flow, veh/h 695 2798 97 780 2748 145 1067 1676 1421 1062 3045 186 Grp Volume(v), veh/h 53 261 273 295 324 335 26 174 22 53 93 97 Grp Sat Flow(s),veh/h/ln 695 1419 1476 780 1422 1471 1067 1676 1421 1062 1593 1638 Q Serve(g_s), s 2.6 5.6 5.6 18.4 7.3 7.3 1.7 7.5 1.0 3.8 4.0 4.1 Cycle Q Clear(g_c), s 9.9 5.6 5.6 23.9 7.3 7.3 5.8 7.5 1.0 11.2 4.0 4.1 Prop In Lane 1.00 0.07 1.00 0.10 1.00 1.00 1.00 0.11 Lane Grp Cap(c), veh/h 508 982 1022 576 984 1018 244 327 277 198 311 319 V/C Ratio(X) 0.10 0.27 0.27 0.51 0.33 0.33 0.11 0.53 0.08 0.27 0.30 0.30 Avail Cap(c_a), veh/h 508 982 1022 576 984 1018 336 472 400 290 448 461 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 6.9 4.6 4.6 9.2 4.9 4.9 30.0 28.9 26.3 34.0 27.5 27.5 Incr Delay (d2), s/veh 0.4 0.7 0.6 3.2 0.9 0.9 0.2 1.3 0.1 0.7 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 2.4 2.5 4.4 3.0 3.1 0.5 3.6 0.4 1.1 1.8 1.9 LnGrp Delay(d),s/veh 7.3 5.3 5.3 12.4 5.8 5.8 30.2 30.3 26.4 34.7 28.1 28.1 LnGrp LOS AAABAACCCCCC Approach Vol, veh/h 587 954 222 243 Approach Delay, s/veh 5.5 7.8 29.9 29.5 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 59.9 20.1 59.9 20.1 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 47.5 21.5 47.5 21.5 Max Q Clear Time (g_c+I1), s 11.9 9.5 25.9 13.2 Green Ext Time (p_c), s 8.2 1.3 7.3 1.1 Intersection Summary HCM 2010 Ctrl Delay 12.2 HCM 2010 LOS B Timing Report, Sorted By Phase Long Bkgrd AM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lb am.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max None Maximum Split (s) 53 27 53 27 Maximum Split (%) 66.3% 33.8% 66.3% 33.8% Minimum Split (s) 28.5 25.5 28.5 26.5 Yellow Time (s) 3.5 3 3.5 3.5 All-Red Time (s) 2 2.5 2 2 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 16 13 16 14 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 2 55 2 55 End Time (s) 55 2 55 2 Yield/Force Off (s) 49.5 76.5 49.5 76.5 Yield/Force Off 170(s) 33.5 63.5 33.5 62.5 Local Start Time (s) 27 0 27 0 Local Yield (s) 74.5 21.5 74.5 21.5 Local Yield 170(s) 58.5 8.5 58.5 7.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 55 (69%), Referenced to phase 2:SETL, Start of Red Splits and Phases: 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) HCM 2010 Signalized Intersection Summary Long Bkgrd PM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lb pm.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 50 630 70 235 565 45 40 245 325 75 280 65 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 0.99 0.98 0.99 0.95 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 Adj Sat Flow, veh/h/ln 1644 1501 1642 1644 1497 1642 1676 1676 1676 1676 1676 1642 Adj Flow Rate, veh/h 53 663 66 247 595 41 42 258 161 79 295 39 Adj No. of Lanes 120120111120 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 4 15 15 4 15 15 222222 Cap, veh/h 437 1593 158 394 1644 113 269 467 390 217 783 102 Arrive On Green 0.61 0.61 0.61 0.61 0.61 0.61 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 696 2614 260 638 2698 186 929 1676 1400 862 2815 367 Grp Volume(v), veh/h 53 361 368 247 313 323 42 258 161 79 165 169 Grp Sat Flow(s),veh/h/ln 696 1426 1448 638 1423 1462 929 1676 1400 862 1593 1590 Q Serve(g_s), s 3.3 10.6 10.6 26.5 8.8 8.9 3.1 10.5 7.5 6.9 6.7 6.9 Cycle Q Clear(g_c), s 12.2 10.6 10.6 37.1 8.8 8.9 9.9 10.5 7.5 17.4 6.7 6.9 Prop In Lane 1.00 0.18 1.00 0.13 1.00 1.00 1.00 0.23 Lane Grp Cap(c), veh/h 437 869 882 394 867 890 269 467 390 217 443 442 V/C Ratio(X) 0.12 0.42 0.42 0.63 0.36 0.36 0.16 0.55 0.41 0.36 0.37 0.38 Avail Cap(c_a), veh/h 437 869 882 394 867 890 318 555 464 262 528 527 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.97 0.97 1.00 1.00 1.00 Uniform Delay (d), s/veh 10.9 8.2 8.2 17.9 7.8 7.8 27.3 24.6 23.5 32.0 23.2 23.3 Incr Delay (d2), s/veh 0.6 1.5 1.5 7.4 1.2 1.1 0.3 1.0 0.7 1.0 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 4.5 4.5 5.4 3.7 3.8 0.8 5.0 3.0 1.7 3.0 3.1 LnGrp Delay(d),s/veh 11.5 9.6 9.6 25.3 9.0 9.0 27.6 25.6 24.2 33.1 23.8 23.8 LnGrp LOS B A A C A A CCCCCC Approach Vol, veh/h 782 883 461 413 Approach Delay, s/veh 9.8 13.6 25.3 25.6 Approach LOS A B C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 53.2 26.8 53.2 26.8 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 43.5 25.5 43.5 25.5 Max Q Clear Time (g_c+I1), s 14.2 12.5 39.1 19.4 Green Ext Time (p_c), s 9.2 2.8 2.9 1.9 Intersection Summary HCM 2010 Ctrl Delay 16.5 HCM 2010 LOS B Timing Report, Sorted By Phase Long Bkgrd PM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lb pm.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max None Maximum Split (s) 49 31 49 31 Maximum Split (%) 61.3% 38.8% 61.3% 38.8% Minimum Split (s) 28.5 25.5 28.5 26.5 Yellow Time (s) 3.5 3 3.5 3.5 All-Red Time (s) 2 2.5 2 2 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 16 13 16 14 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 33 2 33 2 End Time (s) 2 33 2 33 Yield/Force Off (s) 76.5 27.5 76.5 27.5 Yield/Force Off 170(s) 60.5 14.5 60.5 13.5 Local Start Time (s) 31 0 31 0 Local Yield (s) 74.5 25.5 74.5 25.5 Local Yield 170(s) 58.5 12.5 58.5 11.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 2 (3%), Referenced to phase 2:SETL, Start of Red Splits and Phases: 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) HCM 2010 TWSC Long Bkgrd AM 1: Chestnut/Driveway & Jefferson (State 14) Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates lb am.syn Intersection Int Delay, s/veh 0.2 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 0 455 10 0 580 5 0 0 10 0 0 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 0 - - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 479 11 0 611 5 0 0 11 0 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 616 0 0 489 0 0 789 1100 484 1097 1102 308 Stage 1 - - - - - - 484 484 - 613 613 - Stage 2 - - - - - - 305 616 - 484 489 - Critical Hdwy 4.14 - - 4.12 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.22 - - 2.218 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 960 - - 1074 - - 294 212 582 179 211 689 Stage 1 - - - - - - 563 551 - 447 482 - Stage 2 - - - - - - 680 481 - 563 548 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 960 - - 1074 - - 290 212 582 176 211 689 Mov Cap-2 Maneuver - - - - - - 290 212 - 176 211 - Stage 1 - - - - - - 563 551 - 447 482 - Stage 2 - - - - - - 670 481 - 553 548 - Approach SE NW NE SW HCM Control Delay, s 0 0 11.3 10.3 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 582 1074 - - 960 - - 689 HCM Lane V/C Ratio 0.018 ------ 0.015 HCM Control Delay (s) 11.3 0 - - 0 - - 10.3 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 Lanes and Geometrics Long Bkgrd AM 1: Chestnut/Driveway & Jefferson (State 14) Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates lb am.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 1 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.997 0.999 0.865 0.865 Flt Protected Satd. Flow (prot) 0 1857 0 0 3536 0 0 0 1611 0 0 1611 Flt Permitted Satd. Flow (perm) 0 1857 0 0 3536 0 0 0 1611 0 0 1611 Link Speed (mph) 30 30 30 30 Link Distance (ft) 480 516 362 191 Travel Time (s) 10.9 11.7 8.2 4.3 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd PM 1: Chestnut/Driveway & Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lb pm.syn Intersection Int Delay, s/veh 0.3 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 0 575 10 0 620 5 0 0 25 0 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 605 11 0 653 5 0 0 26 0 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 658 0 0 616 0 0 937 1269 611 1279 1271 329 Stage 1 - - - - - - 611 611 - 655 655 - Stage 2 - - - - - - 326 658 - 624 616 - Critical Hdwy 4.14 - - 4.12 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.22 - - 2.218 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 926 - - 964 - - 232 168 493 133 167 667 Stage 1 - - - - - - 480 483 - 422 462 - Stage 2 - - - - - - 661 460 - 472 481 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 926 - - 964 - - 230 168 493 126 167 667 Mov Cap-2 Maneuver - - - - - - 230 168 - 126 167 - Stage 1 - - - - - - 480 483 - 422 462 - Stage 2 - - - - - - 656 460 - 447 481 - Approach SE NW NE SW HCM Control Delay, s 0 0 12.7 10.4 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 493 964 - - 926 - - 667 HCM Lane V/C Ratio 0.053 ------ 0.008 HCM Control Delay (s) 12.7 0 - - 0 - - 10.4 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0 Lanes and Geometrics Long Bkgrd PM 1: Chestnut/Driveway & Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lb pm.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.998 0.999 0.865 0.865 Flt Protected Satd. Flow (prot) 0 1859 0 0 3536 0 0 1611 0 0 1611 0 Flt Permitted Satd. Flow (perm) 0 1859 0 0 3536 0 0 1611 0 0 1611 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 466 530 314 199 Travel Time (s) 10.6 12.0 7.1 4.5 Intersection Summary Area Type: Other HCM 2010 Signalized Intersection Summary Long Bkgrd AM 39: Linden & Jefferson (State 14) Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates lb am.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 25 470 10 25 510 70 10 25 25 50 35 30 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.91 0.91 0.95 0.90 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 Adj Sat Flow, veh/h/ln 1676 1491 1642 1676 1508 1642 1642 1744 1642 1676 1676 1676 Adj Flow Rate, veh/h 26 495 11 26 537 67 11 26 3 53 37 1 Adj No. of Lanes 110120010111 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 15 15 2 15 15 222222 Cap, veh/h 555 1037 23 543 1829 227 107 212 21 308 302 232 Arrive On Green 0.71 0.71 0.71 0.71 0.71 0.71 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 730 1452 32 800 2562 319 277 1176 118 1172 1676 1286 Grp Volume(v), veh/h 26 0 506 26 299 305 40 0 0 53 37 1 Grp Sat Flow(s),veh/h/ln 730 0 1485 800 1432 1449 1572 0 0 1172 1676 1286 Q Serve(g_s), s 1.1 0.0 11.8 1.2 6.1 6.1 0.0 0.0 0.0 1.1 1.5 0.1 Cycle Q Clear(g_c), s 7.2 0.0 11.8 13.0 6.1 6.1 1.6 0.0 0.0 2.6 1.5 0.1 Prop In Lane 1.00 0.02 1.00 0.22 0.27 0.07 1.00 1.00 Lane Grp Cap(c), veh/h 555 0 1060 543 1022 1034 340 0 0 308 302 232 V/C Ratio(X) 0.05 0.00 0.48 0.05 0.29 0.29 0.12 0.00 0.00 0.17 0.12 0.00 Avail Cap(c_a), veh/h 555 0 1060 543 1022 1034 596 0 0 507 587 450 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.93 0.00 0.93 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 5.4 0.0 5.0 7.8 4.1 4.1 27.5 0.0 0.0 27.9 27.5 26.9 Incr Delay (d2), s/veh 0.1 0.0 1.4 0.2 0.7 0.7 0.2 0.0 0.0 0.3 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 5.2 0.3 2.5 2.6 0.8 0.0 0.0 1.0 0.7 0.0 LnGrp Delay(d),s/veh 5.6 0.0 6.4 8.0 4.9 4.9 27.7 0.0 0.0 28.2 27.7 26.9 LnGrp LOS A AAAAC CCC Approach Vol, veh/h 532 630 40 91 Approach Delay, s/veh 6.4 5.0 27.7 28.0 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 61.6 18.4 61.6 18.4 Change Period (Y+Rc), s * 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s * 44 27.0 42.5 27.0 Max Q Clear Time (g_c+I1), s 13.8 3.6 15.0 4.6 Green Ext Time (p_c), s 4.8 0.4 4.7 0.4 Intersection Summary HCM 2010 Ctrl Delay 7.9 HCM 2010 LOS A Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Long Bkgrd AM 39: Linden & Jefferson (State 14) Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates lb am.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 48 32 48 32 Maximum Split (%) 60.0% 40.0% 60.0% 40.0% Minimum Split (s) 21.5 24 26.5 24 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1222 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 14 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 11 59 11 59 End Time (s) 59 11 59 11 Yield/Force Off (s) 54.5 6 53.5 6 Yield/Force Off 170(s) 44.5 74 39.5 74 Local Start Time (s) 32 0 32 0 Local Yield (s) 75.5 27 74.5 27 Local Yield 170(s) 65.5 15 60.5 15 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 59 (74%), Referenced to phase 2:SETL and 6:NWTL, Start of Red Splits and Phases: 39: Linden & Jefferson (State 14) HCM 2010 Signalized Intersection Summary Long Bkgrd PM 39: Linden & Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lb pm.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 25 535 30 35 540 90 35 50 80 140 70 60 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.97 0.92 0.92 0.96 0.90 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 Adj Sat Flow, veh/h/ln 1644 1495 1642 1644 1508 1642 1642 1744 1642 1676 1676 1676 Adj Flow Rate, veh/h 26 563 30 37 568 79 37 53 38 147 74 11 Adj No. of Lanes 110120010111 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 4 15 15 4 15 15 222222 Cap, veh/h 489 949 51 422 1699 236 123 159 95 336 366 280 Arrive On Green 0.68 0.68 0.68 0.68 0.68 0.68 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 687 1405 75 724 2515 349 297 729 433 1119 1676 1285 Grp Volume(v), veh/h 26 0 593 37 323 324 128 0 0 147 74 11 Grp Sat Flow(s),veh/h/ln 687 0 1480 724 1432 1432 1459 0 0 1119 1676 1285 Q Serve(g_s), s 1.3 0.0 17.4 2.3 7.5 7.6 0.8 0.0 0.0 3.8 2.9 0.5 Cycle Q Clear(g_c), s 8.9 0.0 17.4 19.7 7.5 7.6 5.5 0.0 0.0 9.4 2.9 0.5 Prop In Lane 1.00 0.05 1.00 0.24 0.29 0.30 1.00 1.00 Lane Grp Cap(c), veh/h 489 0 1000 422 967 967 377 0 0 336 366 280 V/C Ratio(X) 0.05 0.00 0.59 0.09 0.33 0.34 0.34 0.00 0.00 0.44 0.20 0.04 Avail Cap(c_a), veh/h 489 0 1000 422 967 967 439 0 0 385 440 337 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.85 0.00 0.85 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 7.3 0.0 7.0 12.4 5.4 5.4 26.6 0.0 0.0 28.1 25.6 24.7 Incr Delay (d2), s/veh 0.2 0.0 2.2 0.4 0.9 0.9 0.5 0.0 0.0 0.9 0.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 7.5 0.5 3.2 3.2 2.5 0.0 0.0 3.0 1.4 0.2 LnGrp Delay(d),s/veh 7.5 0.0 9.2 12.8 6.4 6.4 27.1 0.0 0.0 29.0 25.8 24.7 LnGrp LOS A ABAAC CCC Approach Vol, veh/h 619 684 128 232 Approach Delay, s/veh 9.2 6.7 27.1 27.8 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 58.5 21.5 58.5 21.5 Change Period (Y+Rc), s * 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s * 51 20.0 49.5 20.0 Max Q Clear Time (g_c+I1), s 19.4 7.5 21.7 11.4 Green Ext Time (p_c), s 5.7 1.1 5.6 0.9 Intersection Summary HCM 2010 Ctrl Delay 12.1 HCM 2010 LOS B Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Long Bkgrd PM 39: Linden & Jefferson (State 14) Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lb pm.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 55 25 55 25 Maximum Split (%) 68.8% 31.3% 68.8% 31.3% Minimum Split (s) 21.5 24 26.5 24 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1222 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 14 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 17 72 17 72 End Time (s) 72 17 72 17 Yield/Force Off (s) 67.5 12 66.5 12 Yield/Force Off 170(s) 57.5 0 52.5 0 Local Start Time (s) 25 0 25 0 Local Yield (s) 75.5 20 74.5 20 Local Yield 170(s) 65.5 8 60.5 8 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 72 (90%), Referenced to phase 2:SETL and 6:NWTL, Start of Red Splits and Phases: 39: Linden & Jefferson (State 14) APPENDIX F HCM 2010 Signalized Intersection Summary Short Total AM 18: College (US 287) & Mountain Roundabout at Walnut Fort Collins CBD Hotel 2/23/2015 Synchro 9 Light Report Delich Associates st am rndabt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 29 130 57 48 211 28 0 498 77 23 547 34 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 0.97 1.00 0.97 1.00 0.98 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 32 144 63 53 234 31 0 553 86 26 608 38 Adj No. of Lanes 120120020020 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222022222 Cap, veh/h 343 693 287 368 899 117 0 1566 243 84 1617 99 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 1.00 1.00 1.00 Sat Flow, veh/h 988 2173 901 1040 2821 368 0 2838 427 62 2844 175 Grp Volume(v), veh/h 32 103 104 53 131 134 0 319 320 348 0 324 Grp Sat Flow(s),veh/h/ln 988 1593 1481 1040 1593 1597 0 1593 1588 1591 0 1490 Q Serve(g_s), s 2.0 3.8 4.1 3.1 4.9 5.0 0.0 8.6 8.7 0.0 0.0 0.0 Cycle Q Clear(g_c), s 7.0 3.8 4.1 7.2 4.9 5.0 0.0 8.6 8.7 0.0 0.0 0.0 Prop In Lane 1.00 0.61 1.00 0.23 0.00 0.27 0.07 0.12 Lane Grp Cap(c), veh/h 343 508 472 368 508 509 0 906 903 953 0 848 V/C Ratio(X) 0.09 0.20 0.22 0.14 0.26 0.26 0.00 0.35 0.35 0.37 0.00 0.38 Avail Cap(c_a), veh/h 343 508 472 368 508 509 0 906 903 953 0 848 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.9 19.9 20.0 22.6 20.2 20.3 0.0 9.3 9.3 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.5 0.9 1.1 0.8 1.2 1.3 0.0 1.1 1.1 1.1 0.0 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 1.8 1.8 1.0 2.3 2.4 0.0 4.0 4.0 0.3 0.0 0.3 LnGrp Delay(d),s/veh 23.4 20.8 21.0 23.4 21.4 21.5 0.0 10.4 10.4 1.1 0.0 1.3 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 239 318 639 672 Approach Delay, s/veh 21.2 21.8 10.4 1.2 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 2.0 9.0 10.7 9.2 Green Ext Time (p_c), s 5.4 1.8 5.3 1.8 Intersection Summary HCM 2010 Ctrl Delay 10.4 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total AM 18: College (US 287) & Mountain Roundabout at Walnut Fort Collins CBD Hotel 2/23/2015 Synchro 9 Light Report Delich Associates st am rndabt.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 2.5 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 38 8 38 8 End Time (s) 8 38 8 38 Yield/Force Off (s) 2.5 32.5 2.5 32.5 Yield/Force Off 170(s) 68.5 15.5 68.5 15.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 18: College (US 287) & Mountain HCM 2010 Signalized Intersection Summary Short Total PM 18: College (US 287) & Mountain Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 45 208 73 114 285 69 0 775 103 19 797 124 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.94 0.86 0.93 0.86 1.00 0.91 0.99 0.83 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 48 224 78 123 306 74 0 833 111 20 857 133 Adj No. of Lanes 120120020020 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222022222 Cap, veh/h 275 719 237 305 788 185 0 1585 211 61 1457 223 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 0.76 0.76 0.76 Sat Flow, veh/h 846 2256 743 900 2474 580 0 2871 371 25 2562 393 Grp Volume(v), veh/h 48 154 148 123 194 186 0 476 468 550 0 460 Grp Sat Flow(s),veh/h/ln 846 1593 1406 900 1593 1461 0 1593 1566 1622 0 1359 Q Serve(g_s), s 3.8 5.8 6.4 9.6 7.5 8.0 0.0 14.7 14.7 0.0 0.0 12.0 Cycle Q Clear(g_c), s 11.7 5.8 6.4 16.0 7.5 8.0 0.0 14.7 14.7 11.3 0.0 12.0 Prop In Lane 1.00 0.53 1.00 0.40 0.00 0.24 0.04 0.29 Lane Grp Cap(c), veh/h 275 508 448 305 508 466 0 906 891 969 0 773 V/C Ratio(X) 0.17 0.30 0.33 0.40 0.38 0.40 0.00 0.53 0.53 0.57 0.00 0.60 Avail Cap(c_a), veh/h 275 508 448 305 508 466 0 906 891 969 0 773 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.9 20.6 20.7 26.8 21.1 21.3 0.0 10.6 10.6 5.6 0.0 5.7 Incr Delay (d2), s/veh 1.4 1.5 2.0 3.9 2.2 2.6 0.0 2.2 2.2 2.4 0.0 3.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 2.8 2.7 2.7 3.6 3.5 0.0 6.9 6.8 5.8 0.0 5.0 LnGrp Delay(d),s/veh 27.2 22.1 22.7 30.8 23.3 23.8 0.0 12.8 12.8 8.0 0.0 9.0 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 350 503 944 1010 Approach Delay, s/veh 23.1 25.3 12.8 8.5 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 14.0 13.7 16.7 18.0 Green Ext Time (p_c), s 9.7 2.8 9.5 2.1 Intersection Summary HCM 2010 Ctrl Delay 14.8 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total PM 18: College (US 287) & Mountain Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 2.5 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 65 35 65 35 End Time (s) 35 65 35 65 Yield/Force Off (s) 29.5 59.5 29.5 59.5 Yield/Force Off 170(s) 15.5 42.5 15.5 42.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 35 (44%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 18: College (US 287) & Mountain HCM 2010 Roundabout Short Total AM 37: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates st am rndabt.syn Intersection Intersection Delay, s/veh 7.1 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 266 389 38 170 Demand Flow Rate, veh/h 271 397 38 174 Vehicles Circulating, veh/h 190 78 366 331 Vehicles Exiting, veh/h 315 326 95 138 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 17 3 5 4 Ped Cap Adj 0.998 1.000 0.999 0.999 Approach Delay, s/veh 7.0 7.6 5.1 6.9 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 271 397 38 174 Cap Entry Lane, veh/h 934 1045 784 812 Entry HV Adj Factor 0.983 0.979 0.989 0.977 Flow Entry, veh/h 266 389 38 170 Cap Entry, veh/h 916 1023 774 792 V/C Ratio 0.291 0.380 0.049 0.215 Control Delay, s/veh 7.0 7.6 5.1 6.9 LOSAAAA 95th %tile Queue, veh 1201 HCM 2010 Roundabout Short Total AM 37: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates st am rndabt.syn Intersection Intersection Delay, s/veh Intersection LOS Approach SW Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 42 Demand Flow Rate, veh/h 42 Vehicles Circulating, veh/h 427 Vehicles Exiting, veh/h 48 Follow-Up Headway, s 3.186 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 5.5 Approach LOS A Lane Left Designated Moves LR Assumed Moves LR RT Channelized Lane Util 1.000 Critical Headway, s 5.193 Entry Flow, veh/h 42 Cap Entry Lane, veh/h 737 Entry HV Adj Factor 0.993 Flow Entry, veh/h 42 Cap Entry, veh/h 732 V/C Ratio 0.057 Control Delay, s/veh 5.5 LOS A 95th %tile Queue, veh 0 Lanes and Geometrics Short Total AM 37: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates st am rndabt.syn Lane Group EBL2 EBL EBT EBR WBL WBT WBR WBR2 NBL NBT NBR2 SBL2 Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 8 12 13 8 12 8 16 8 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 115 0 0 Storage Lanes 0 0 0 0 0 Taper Length (ft) 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.990 0.966 0.964 Flt Protected 0.992 0.997 0.992 Satd. Flow (prot) 0 0 1646 0 0 1668 0 0 0 1817 0 0 Flt Permitted 0.992 0.997 0.992 Satd. Flow (perm) 0 0 1646 0 0 1668 0 0 0 1817 0 0 Link Speed (mph) 30 30 25 Link Distance (ft) 817 738 1572 Travel Time (s) 18.6 16.8 42.9 Intersection Summary Area Type: CBD Lane Group SBL SBT SBR SWL2 SWL SWR SWR2 Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 14 8 12 12 12 12 Grade (%) 0% 0% Storage Length (ft) 100 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.979 0.916 Flt Protected 0.973 0.981 Satd. Flow (prot) 0 1703 0 0 1506 0 0 Flt Permitted 0.973 0.981 Satd. Flow (perm) 0 1703 0 0 1506 0 0 Link Speed (mph) 25 30 Link Distance (ft) 497 534 Travel Time (s) 13.6 12.1 Intersection Summary HCM 2010 Roundabout Short Total PM 37: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Intersection Intersection Delay, s/veh 11.1 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 451 527 111 264 Demand Flow Rate, veh/h 460 537 113 269 Vehicles Circulating, veh/h 299 158 616 485 Vehicles Exiting, veh/h 455 571 143 216 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 28 21 35 43 Ped Cap Adj 0.996 0.997 0.995 0.994 Approach Delay, s/veh 12.4 11.3 8.3 10.6 Approach LOS BBAB Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 460 537 113 269 Cap Entry Lane, veh/h 838 965 610 696 Entry HV Adj Factor 0.982 0.981 0.983 0.981 Flow Entry, veh/h 452 527 111 264 Cap Entry, veh/h 820 943 597 678 V/C Ratio 0.551 0.558 0.186 0.389 Control Delay, s/veh 12.4 11.3 8.3 10.6 LOSBBAB 95th %tile Queue, veh 3412 HCM 2010 Roundabout Short Total PM 37: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Intersection Intersection Delay, s/veh Intersection LOS Approach SW Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 51 Demand Flow Rate, veh/h 51 Vehicles Circulating, veh/h 650 Vehicles Exiting, veh/h 45 Follow-Up Headway, s 3.186 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 7.2 Approach LOS A Lane Left Designated Moves LR Assumed Moves LR RT Channelized Lane Util 1.000 Critical Headway, s 5.193 Entry Flow, veh/h 51 Cap Entry Lane, veh/h 590 Entry HV Adj Factor 0.992 Flow Entry, veh/h 51 Cap Entry, veh/h 585 V/C Ratio 0.086 Control Delay, s/veh 7.2 LOS A 95th %tile Queue, veh 0 Lanes and Geometrics Short Total PM 37: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Lane Group EBL2 EBL EBT EBR WBL WBT WBR WBR2 NBL NBT NBR2 SBL2 Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 8 12 13 8 12 8 16 8 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 115 0 0 Storage Lanes 0 0 0 0 0 Taper Length (ft) 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.993 0.975 0.940 Flt Protected 0.990 0.994 0.994 Satd. Flow (prot) 0 0 1648 0 0 1679 0 0 0 1775 0 0 Flt Permitted 0.990 0.994 0.994 Satd. Flow (perm) 0 0 1648 0 0 1679 0 0 0 1775 0 0 Link Speed (mph) 30 30 25 Link Distance (ft) 817 733 1572 Travel Time (s) 18.6 16.7 42.9 Intersection Summary Area Type: CBD Lane Group SBL SBT SBR SWL2 SWL SWR SWR2 Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 14 8 12 12 12 12 Grade (%) 0% 0% Storage Length (ft) 100 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.974 0.918 Flt Protected 0.971 0.981 Satd. Flow (prot) 0 1691 0 0 1510 0 0 Flt Permitted 0.971 0.981 Satd. Flow (perm) 0 1691 0 0 1510 0 0 Link Speed (mph) 25 30 Link Distance (ft) 347 536 Travel Time (s) 9.5 12.2 Intersection Summary HCM 2010 Signalized Intersection Summary Short Total AM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 2/23/2015 Synchro 9 Light Report Delich Associates st am rndabt.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 45 425 15 259 511 29 22 146 137 43 153 35 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 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 Adj Sat Flow, veh/h/ln 1676 1493 1642 1676 1496 1642 1676 1676 1676 1676 1676 1642 Adj Flow Rate, veh/h 52 494 15 301 594 29 26 170 9 50 178 8 Adj No. of Lanes 120120111120 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 15 15 2 15 15 222222 Cap, veh/h 532 1961 59 595 1925 94 240 318 269 196 588 26 Arrive On Green 0.70 0.70 0.70 0.70 0.70 0.70 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 718 2810 85 798 2759 135 1071 1676 1420 1078 3102 139 Grp Volume(v), veh/h 52 249 260 301 306 317 26 170 9 50 91 95 Grp Sat Flow(s),veh/h/ln 718 1418 1477 798 1421 1472 1071 1676 1420 1078 1593 1648 Q Serve(g_s), s 2.4 5.1 5.2 17.8 6.6 6.6 1.7 7.3 0.4 3.5 3.9 4.0 Cycle Q Clear(g_c), s 9.0 5.1 5.2 22.9 6.6 6.6 5.7 7.3 0.4 10.8 3.9 4.0 Prop In Lane 1.00 0.06 1.00 0.09 1.00 1.00 1.00 0.08 Lane Grp Cap(c), veh/h 532 989 1031 595 992 1027 240 318 269 196 302 312 V/C Ratio(X) 0.10 0.25 0.25 0.51 0.31 0.31 0.11 0.53 0.03 0.26 0.30 0.30 Avail Cap(c_a), veh/h 532 989 1031 595 992 1027 338 472 400 295 448 463 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 6.4 4.4 4.4 8.6 4.7 4.7 30.3 29.2 26.4 34.1 27.9 27.9 Incr Delay (d2), s/veh 0.4 0.6 0.6 3.0 0.8 0.8 0.2 1.4 0.0 0.7 0.6 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 2.2 2.3 4.4 2.8 2.9 0.5 3.5 0.2 1.1 1.8 1.8 LnGrp Delay(d),s/veh 6.8 5.0 5.0 11.7 5.5 5.4 30.5 30.6 26.5 34.8 28.4 28.4 LnGrp LOS AAABAACCCCCC Approach Vol, veh/h 561 924 205 236 Approach Delay, s/veh 5.2 7.5 30.4 29.8 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 60.3 19.7 60.3 19.7 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 47.5 21.5 47.5 21.5 Max Q Clear Time (g_c+I1), s 11.0 9.3 24.9 12.8 Green Ext Time (p_c), s 7.8 1.2 7.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 12.0 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total AM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 2/23/2015 Synchro 9 Light Report Delich Associates st am rndabt.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max None Maximum Split (s) 53 27 53 27 Maximum Split (%) 66.3% 33.8% 66.3% 33.8% Minimum Split (s) 28.5 25.5 28.5 26.5 Yellow Time (s) 3.5 3 3.5 3.5 All-Red Time (s) 2 2.5 2 2 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 16 13 16 14 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 2 55 2 55 End Time (s) 55 2 55 2 Yield/Force Off (s) 49.5 76.5 49.5 76.5 Yield/Force Off 170(s) 33.5 63.5 33.5 62.5 Local Start Time (s) 27 0 27 0 Local Yield (s) 74.5 21.5 74.5 21.5 Local Yield 170(s) 58.5 8.5 58.5 7.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 55 (69%), Referenced to phase 2:SETL, Start of Red Splits and Phases: 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) HCM 2010 Signalized Intersection Summary Short Total PM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 43 544 59 217 488 38 34 218 291 65 248 58 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.99 0.98 0.99 0.95 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 Adj Sat Flow, veh/h/ln 1644 1501 1642 1644 1497 1642 1676 1676 1676 1676 1676 1642 Adj Flow Rate, veh/h 47 591 55 236 530 36 37 237 91 71 270 31 Adj No. of Lanes 120120111120 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 4 15 15 4 15 15 222222 Cap, veh/h 488 1653 153 448 1695 115 264 435 363 219 744 84 Arrive On Green 0.63 0.63 0.63 0.63 0.63 0.63 0.26 0.26 0.26 0.26 0.26 0.26 Sat Flow, veh/h 742 2632 244 689 2699 183 957 1676 1399 935 2866 325 Grp Volume(v), veh/h 47 320 326 236 279 287 37 237 91 71 149 152 Grp Sat Flow(s),veh/h/ln 742 1426 1451 689 1422 1460 957 1676 1399 935 1593 1599 Q Serve(g_s), s 2.5 8.6 8.6 20.0 7.3 7.3 2.6 9.8 4.1 5.7 6.1 6.2 Cycle Q Clear(g_c), s 9.8 8.6 8.6 28.7 7.3 7.3 8.9 9.8 4.1 15.4 6.1 6.2 Prop In Lane 1.00 0.17 1.00 0.13 1.00 1.00 1.00 0.20 Lane Grp Cap(c), veh/h 488 895 911 448 893 916 264 435 363 219 414 415 V/C Ratio(X) 0.10 0.36 0.36 0.53 0.31 0.31 0.14 0.54 0.25 0.32 0.36 0.37 Avail Cap(c_a), veh/h 488 895 911 448 893 916 332 555 463 286 528 530 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 9.2 7.1 7.1 14.0 6.9 6.9 27.9 25.5 23.4 32.2 24.2 24.2 Incr Delay (d2), s/veh 0.4 1.1 1.1 4.4 0.9 0.9 0.2 1.1 0.4 0.9 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 3.7 3.7 4.3 3.0 3.1 0.7 4.6 1.6 1.5 2.7 2.8 LnGrp Delay(d),s/veh 9.6 8.3 8.2 18.4 7.8 7.8 28.1 26.6 23.8 33.0 24.7 24.8 LnGrp LOS AAABAACCCCCC Approach Vol, veh/h 693 802 365 372 Approach Delay, s/veh 8.3 10.9 26.1 26.3 Approach LOS A B C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 54.7 25.3 54.7 25.3 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 43.5 25.5 43.5 25.5 Max Q Clear Time (g_c+I1), s 11.8 11.8 30.7 17.4 Green Ext Time (p_c), s 7.8 2.3 5.6 1.8 Intersection Summary HCM 2010 Ctrl Delay 15.2 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total PM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max None Maximum Split (s) 49 31 49 31 Maximum Split (%) 61.3% 38.8% 61.3% 38.8% Minimum Split (s) 28.5 25.5 28.5 26.5 Yellow Time (s) 3.5 3 3.5 3.5 All-Red Time (s) 2 2.5 2 2 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 16 13 16 14 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 33 2 33 2 End Time (s) 2 33 2 33 Yield/Force Off (s) 76.5 27.5 76.5 27.5 Yield/Force Off 170(s) 60.5 14.5 60.5 13.5 Local Start Time (s) 31 0 31 0 Local Yield (s) 74.5 25.5 74.5 25.5 Local Yield 170(s) 58.5 12.5 58.5 11.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 2 (3%), Referenced to phase 2:SETL, Start of Red Splits and Phases: 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) HCM 2010 TWSC Short Total AM 1: Chestnut/Driveway & Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates st am rndabt.syn Intersection Int Delay, s/veh 0.2 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 0 393 22 0 496 4 0 0 10 0 0 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 0 - - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 85 85 91 91 85 85 85 91 85 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 432 26 0 545 4 0 0 12 0 0 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 549 0 0 458 0 0 718 994 445 992 1005 275 Stage 1 - - - - - - 445 445 - 547 547 - Stage 2 - - - - - - 273 549 - 445 458 - Critical Hdwy 4.14 - - 4.12 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.22 - - 2.218 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1017 - - 1103 - - 330 244 612 212 241 723 Stage 1 - - - - - - 591 574 - 490 517 - Stage 2 - - - - - - 710 516 - 591 566 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1017 - - 1103 - - 326 244 612 208 241 723 Mov Cap-2 Maneuver - - - - - - 326 244 - 208 241 - Stage 1 - - - - - - 591 574 - 490 517 - Stage 2 - - - - - - 702 516 - 580 566 - Approach SE NW NE SW HCM Control Delay, s 0 0 11 10 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 612 1103 - - 1017 - - 723 HCM Lane V/C Ratio 0.019 ------ 0.011 HCM Control Delay (s) 11 0 - - 0 - - 10 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 Lanes and Geometrics Short Total AM 1: Chestnut/Driveway & Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates st am rndabt.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 1 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.992 0.999 0.865 0.865 Flt Protected Satd. Flow (prot) 0 1848 0 0 3536 0 0 0 1611 0 0 1611 Flt Permitted Satd. Flow (perm) 0 1848 0 0 3536 0 0 0 1611 0 0 1611 Link Speed (mph) 30 30 30 30 Link Distance (ft) 480 516 534 191 Travel Time (s) 10.9 11.7 12.1 4.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 1: Chestnut/Driveway & Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Intersection Int Delay, s/veh 0.3 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 0 495 21 0 534 1 0 0 25 0 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 582 25 0 628 1 0 0 29 0 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 629 0 0 607 0 0 909 1224 595 1238 1236 315 Stage 1 - - - - - - 595 595 - 629 629 - Stage 2 - - - - - - 314 629 - 609 607 - Critical Hdwy 4.14 - - 4.12 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.22 - - 2.218 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 949 - - 971 - - 243 178 503 142 175 682 Stage 1 - - - - - - 490 492 - 438 474 - Stage 2 - - - - - - 672 474 - 481 485 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 949 - - 971 - - 242 178 503 134 175 682 Mov Cap-2 Maneuver - - - - - - 242 178 - 134 175 - Stage 1 - - - - - - 490 492 - 438 474 - Stage 2 - - - - - - 670 474 - 453 485 - Approach SE NW NE SW HCM Control Delay, s 0 0 12.6 10.3 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 503 971 - - 949 - - 682 HCM Lane V/C Ratio 0.058 ------ 0.003 HCM Control Delay (s) 12.6 0 - - 0 - - 10.3 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0 Lanes and Geometrics Short Total PM 1: Chestnut/Driveway & Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.994 0.865 0.865 Flt Protected Satd. Flow (prot) 0 1852 0 0 3539 0 0 1611 0 0 1611 0 Flt Permitted Satd. Flow (perm) 0 1852 0 0 3539 0 0 1611 0 0 1611 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 466 530 536 199 Travel Time (s) 10.6 12.0 12.2 4.5 Intersection Summary Area Type: Other HCM 2010 Signalized Intersection Summary Short Total AM 39: Linden & Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates st am rndabt.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 20 415 8 22 440 60 7 22 21 45 30 24 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.91 0.91 0.95 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 Adj Sat Flow, veh/h/ln 1676 1490 1642 1676 1507 1642 1642 1744 1642 1676 1676 1676 Adj Flow Rate, veh/h 21 441 8 23 468 57 7 23 3 48 32 0 Adj No. of Lanes 110120010111 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 15 15 2 15 15 222222 Cap, veh/h 601 1043 19 588 1837 223 88 228 26 306 300 255 Arrive On Green 0.71 0.71 0.71 0.71 0.71 0.71 0.18 0.18 0.18 0.18 0.18 0.00 Sat Flow, veh/h 785 1459 26 843 2571 312 188 1274 146 1174 1676 1425 Grp Volume(v), veh/h 21 0 449 23 260 265 33 0 0 48 32 0 Grp Sat Flow(s),veh/h/ln 785 0 1485 843 1432 1450 1609 0 0 1174 1676 1425 Q Serve(g_s), s 0.8 0.0 9.9 0.9 5.1 5.1 0.0 0.0 0.0 1.1 1.3 0.0 Cycle Q Clear(g_c), s 5.9 0.0 9.9 10.8 5.1 5.1 1.3 0.0 0.0 2.4 1.3 0.0 Prop In Lane 1.00 0.02 1.00 0.21 0.21 0.09 1.00 1.00 Lane Grp Cap(c), veh/h 601 0 1062 588 1024 1037 342 0 0 306 300 255 V/C Ratio(X) 0.03 0.00 0.42 0.04 0.25 0.26 0.10 0.00 0.00 0.16 0.11 0.00 Avail Cap(c_a), veh/h 601 0 1062 588 1024 1037 606 0 0 506 587 499 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.91 0.00 0.91 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 5.0 0.0 4.7 6.9 4.0 4.0 27.5 0.0 0.0 27.9 27.5 0.0 Incr Delay (d2), s/veh 0.1 0.0 1.1 0.1 0.6 0.6 0.1 0.0 0.0 0.2 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 4.3 0.2 2.1 2.2 0.6 0.0 0.0 0.9 0.6 0.0 LnGrp Delay(d),s/veh 5.1 0.0 5.8 7.0 4.6 4.6 27.6 0.0 0.0 28.1 27.6 0.0 LnGrp LOS A AAAAC CC Approach Vol, veh/h 470 548 33 80 Approach Delay, s/veh 5.8 4.7 27.6 27.9 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 61.7 18.3 61.7 18.3 Change Period (Y+Rc), s * 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s * 44 27.0 42.5 27.0 Max Q Clear Time (g_c+I1), s 11.9 3.3 12.8 4.4 Green Ext Time (p_c), s 4.0 0.3 4.0 0.3 Intersection Summary HCM 2010 Ctrl Delay 7.4 HCM 2010 LOS A Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Short Total AM 39: Linden & Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates st am rndabt.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 48 32 48 32 Maximum Split (%) 60.0% 40.0% 60.0% 40.0% Minimum Split (s) 21.5 24 26.5 24 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1222 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 14 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 11 59 11 59 End Time (s) 59 11 59 11 Yield/Force Off (s) 54.5 6 53.5 6 Yield/Force Off 170(s) 44.5 74 39.5 74 Local Start Time (s) 32 0 32 0 Local Yield (s) 75.5 27 74.5 27 Local Yield 170(s) 65.5 15 60.5 15 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 59 (74%), Referenced to phase 2:SETL and 6:NWTL, Start of Red Splits and Phases: 39: Linden & Jefferson (State 14) HCM 2010 Signalized Intersection Summary Short Total PM 39: Linden & Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 19 470 25 32 467 79 30 47 68 125 61 53 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.97 0.92 0.92 0.95 0.90 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 Adj Sat Flow, veh/h/ln 1644 1494 1642 1644 1508 1642 1642 1744 1642 1676 1676 1676 Adj Flow Rate, veh/h 22 553 27 38 549 75 35 55 31 147 72 6 Adj No. of Lanes 110120010111 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 4 15 15 4 15 15 222222 Cap, veh/h 502 956 47 434 1708 233 123 173 82 338 363 278 Arrive On Green 0.68 0.68 0.68 0.68 0.68 0.68 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 701 1412 69 733 2522 343 300 797 378 1122 1676 1284 Grp Volume(v), veh/h 22 0 580 38 311 313 121 0 0 147 72 6 Grp Sat Flow(s),veh/h/ln 701 0 1481 733 1432 1433 1475 0 0 1122 1676 1284 Q Serve(g_s), s 1.1 0.0 16.6 2.3 7.2 7.2 0.4 0.0 0.0 3.9 2.8 0.3 Cycle Q Clear(g_c), s 8.3 0.0 16.6 18.9 7.2 7.2 5.1 0.0 0.0 9.0 2.8 0.3 Prop In Lane 1.00 0.05 1.00 0.24 0.29 0.26 1.00 1.00 Lane Grp Cap(c), veh/h 502 0 1003 434 970 971 377 0 0 338 363 278 V/C Ratio(X) 0.04 0.00 0.58 0.09 0.32 0.32 0.32 0.00 0.00 0.43 0.20 0.02 Avail Cap(c_a), veh/h 502 0 1003 434 970 971 443 0 0 390 440 337 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.82 0.00 0.82 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 7.0 0.0 6.9 11.9 5.3 5.3 26.5 0.0 0.0 28.0 25.7 24.7 Incr Delay (d2), s/veh 0.1 0.0 2.0 0.4 0.9 0.9 0.5 0.0 0.0 0.9 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 7.2 0.5 3.0 3.0 2.3 0.0 0.0 3.0 1.3 0.1 LnGrp Delay(d),s/veh 7.2 0.0 8.9 12.3 6.2 6.2 27.0 0.0 0.0 28.9 25.9 24.7 LnGrp LOS A ABAAC CCC Approach Vol, veh/h 602 662 121 225 Approach Delay, s/veh 8.8 6.6 27.0 27.8 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 58.7 21.3 58.7 21.3 Change Period (Y+Rc), s * 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s * 51 20.0 49.5 20.0 Max Q Clear Time (g_c+I1), s 18.6 7.1 20.9 11.0 Green Ext Time (p_c), s 5.5 1.1 5.4 0.9 Intersection Summary HCM 2010 Ctrl Delay 11.9 HCM 2010 LOS B Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Short Total PM 39: Linden & Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 55 25 55 25 Maximum Split (%) 68.8% 31.3% 68.8% 31.3% Minimum Split (s) 21.5 24 26.5 24 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1222 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 14 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 17 72 17 72 End Time (s) 72 17 72 17 Yield/Force Off (s) 67.5 12 66.5 12 Yield/Force Off 170(s) 57.5 0 52.5 0 Local Start Time (s) 25 0 25 0 Local Yield (s) 75.5 20 74.5 20 Local Yield 170(s) 65.5 8 60.5 8 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 72 (90%), Referenced to phase 2:SETL and 6:NWTL, Start of Red Splits and Phases: 39: Linden & Jefferson (State 14) APPENDIX G HCM 2010 Signalized Intersection Summary Short Total AM 18: College (US 287) & Mountain RT-in/RT-out at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates st am rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 29 130 57 38 211 28 0 504 71 23 557 34 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 0.97 1.00 0.97 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 32 144 63 42 234 31 0 560 79 26 619 38 Adj No. of Lanes 120120020020 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222022222 Cap, veh/h 343 693 287 368 899 117 0 1590 224 83 1622 98 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 1.00 1.00 1.00 Sat Flow, veh/h 988 2173 901 1040 2821 368 0 2879 393 61 2852 172 Grp Volume(v), veh/h 32 103 104 42 131 134 0 318 321 354 0 329 Grp Sat Flow(s),veh/h/ln 988 1593 1481 1040 1593 1597 0 1593 1595 1593 0 1492 Q Serve(g_s), s 2.0 3.8 4.1 2.5 4.9 5.0 0.0 8.6 8.7 0.0 0.0 0.0 Cycle Q Clear(g_c), s 7.0 3.8 4.1 6.6 4.9 5.0 0.0 8.6 8.7 0.0 0.0 0.0 Prop In Lane 1.00 0.61 1.00 0.23 0.00 0.25 0.07 0.12 Lane Grp Cap(c), veh/h 343 508 472 368 508 509 0 906 907 954 0 849 V/C Ratio(X) 0.09 0.20 0.22 0.11 0.26 0.26 0.00 0.35 0.35 0.37 0.00 0.39 Avail Cap(c_a), veh/h 343 508 472 368 508 509 0 906 907 954 0 849 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.9 19.9 20.0 22.4 20.2 20.3 0.0 9.3 9.3 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.5 0.9 1.1 0.6 1.2 1.3 0.0 1.1 1.1 1.1 0.0 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 1.8 1.8 0.8 2.3 2.4 0.0 4.0 4.0 0.3 0.0 0.3 LnGrp Delay(d),s/veh 23.4 20.8 21.0 23.0 21.4 21.5 0.0 10.4 10.4 1.1 0.0 1.3 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 239 307 639 683 Approach Delay, s/veh 21.2 21.7 10.4 1.2 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 2.0 9.0 10.7 8.6 Green Ext Time (p_c), s 5.5 1.8 5.4 1.8 Intersection Summary HCM 2010 Ctrl Delay 10.3 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total AM 18: College (US 287) & Mountain RT-in/RT-out at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates st am rt.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 2.5 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 38 8 38 8 End Time (s) 8 38 8 38 Yield/Force Off (s) 2.5 32.5 2.5 32.5 Yield/Force Off 170(s) 68.5 15.5 68.5 15.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 18: College (US 287) & Mountain HCM 2010 Signalized Intersection Summary Short Total PM 18: College (US 287) & Mountain RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 45 208 73 101 285 69 0 781 97 19 810 124 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.94 0.86 0.93 0.86 1.00 0.91 0.99 0.90 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 48 224 78 109 306 74 0 840 104 20 871 133 Adj No. of Lanes 120120020020 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222022222 Cap, veh/h 275 719 237 305 788 185 0 1602 198 61 1482 224 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 0.76 0.76 0.76 Sat Flow, veh/h 846 2256 743 900 2474 580 0 2901 349 25 2605 393 Grp Volume(v), veh/h 48 154 148 109 194 186 0 475 469 550 0 474 Grp Sat Flow(s),veh/h/ln 846 1593 1406 900 1593 1461 0 1593 1573 1622 0 1402 Q Serve(g_s), s 3.8 5.8 6.4 8.4 7.5 8.0 0.0 14.7 14.7 0.0 0.0 12.0 Cycle Q Clear(g_c), s 11.7 5.8 6.4 14.8 7.5 8.0 0.0 14.7 14.7 11.3 0.0 12.0 Prop In Lane 1.00 0.53 1.00 0.40 0.00 0.22 0.04 0.28 Lane Grp Cap(c), veh/h 275 508 448 305 508 466 0 906 895 969 0 797 V/C Ratio(X) 0.17 0.30 0.33 0.36 0.38 0.40 0.00 0.52 0.52 0.57 0.00 0.59 Avail Cap(c_a), veh/h 275 508 448 305 508 466 0 906 895 969 0 797 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.9 20.6 20.7 26.4 21.1 21.3 0.0 10.6 10.6 5.6 0.0 5.7 Incr Delay (d2), s/veh 1.4 1.5 2.0 3.2 2.2 2.6 0.0 2.2 2.2 2.4 0.0 3.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 2.8 2.7 2.4 3.6 3.5 0.0 6.9 6.8 5.8 0.0 5.1 LnGrp Delay(d),s/veh 27.2 22.1 22.7 29.6 23.3 23.8 0.0 12.8 12.8 8.0 0.0 8.9 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 350 489 944 1024 Approach Delay, s/veh 23.1 24.9 12.8 8.4 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 14.0 13.7 16.7 16.8 Green Ext Time (p_c), s 9.7 2.7 9.5 2.3 Intersection Summary HCM 2010 Ctrl Delay 14.6 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total PM 18: College (US 287) & Mountain RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rt.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 2.5 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 65 35 65 35 End Time (s) 35 65 35 65 Yield/Force Off (s) 29.5 59.5 29.5 59.5 Yield/Force Off 170(s) 15.5 42.5 15.5 42.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 35 (44%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 18: College (US 287) & Mountain HCM 2010 Signalized Intersection Summary Short Total AM 37: Mathews/Walnut & Mountain RT-in/RT-out at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates st am rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 33 174 16 22 228 60 5 19 9 79 41 22 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 0.99 0.97 0.99 0.97 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1744 1642 1642 1744 1642 1676 1744 1642 Adj Flow Rate, veh/h 38 202 9 26 265 35 6 22 3 92 48 7 Adj No. of Lanes 120120010110 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 222222222222 Cap, veh/h 544 1609 71 632 1522 198 140 471 60 562 565 82 Arrive On Green 1.00 1.00 1.00 0.52 0.52 0.52 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 965 3101 137 1046 2934 383 226 1235 157 1227 1481 216 Grp Volume(v), veh/h 38 103 108 26 148 152 31 0 0 92 0 55 Grp Sat Flow(s),veh/h/ln 965 1593 1646 1046 1656 1661 1618 0 0 1227 0 1697 Q Serve(g_s), s 0.3 0.0 0.0 1.0 3.8 3.9 0.0 0.0 0.0 2.8 0.0 1.7 Cycle Q Clear(g_c), s 4.2 0.0 0.0 1.0 3.8 3.9 0.9 0.0 0.0 3.7 0.0 1.7 Prop In Lane 1.00 0.08 1.00 0.23 0.19 0.10 1.00 0.13 Lane Grp Cap(c), veh/h 544 826 854 632 859 861 671 0 0 562 0 647 V/C Ratio(X) 0.07 0.12 0.13 0.04 0.17 0.18 0.05 0.00 0.00 0.16 0.00 0.09 Avail Cap(c_a), veh/h 544 826 854 632 859 861 671 0 0 562 0 647 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.2 0.0 0.0 9.5 10.2 10.2 15.6 0.0 0.0 16.4 0.0 15.8 Incr Delay (d2), s/veh 0.2 0.3 0.3 0.1 0.4 0.4 0.1 0.0 0.0 0.6 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.1 0.3 1.8 1.9 0.5 0.0 0.0 1.5 0.0 0.8 LnGrp Delay(d),s/veh 0.4 0.3 0.3 9.6 10.6 10.6 15.7 0.0 0.0 17.0 0.0 16.1 LnGrp LOS AAAABBB B B Approach Vol, veh/h 249 326 31 147 Approach Delay, s/veh 0.3 10.5 15.7 16.7 Approach LOS ABBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 35.0 45.0 35.0 45.0 Change Period (Y+Rc), s 5.5 4.5 5.5 4.5 Max Green Setting (Gmax), s 29.5 40.5 29.5 40.5 Max Q Clear Time (g_c+I1), s 5.7 6.2 2.9 5.9 Green Ext Time (p_c), s 0.6 2.0 0.6 2.0 Intersection Summary HCM 2010 Ctrl Delay 8.6 HCM 2010 LOS A Timing Report, Sorted By Phase Short Total AM 37: Mathews/Walnut & Mountain RT-in/RT-out at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates st am rt.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 35 45 35 45 Maximum Split (%) 43.8% 56.3% 43.8% 56.3% Minimum Split (s) 29.5 21.5 29.5 21.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 17 10 17 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 44 79 44 79 End Time (s) 79 44 79 44 Yield/Force Off (s) 73.5 39.5 73.5 39.5 Yield/Force Off 170(s) 56.5 29.5 56.5 29.5 Local Start Time (s) 0 35 0 35 Local Yield (s) 29.5 75.5 29.5 75.5 Local Yield 170(s) 12.5 65.5 12.5 65.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 55 Offset: 44 (55%), Referenced to phase 4:EBTL, Start of Red Splits and Phases: 37: Mathews/Walnut & Mountain HCM 2010 Signalized Intersection Summary Short Total PM 37: Mathews/Walnut & Mountain RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 75 305 20 54 332 64 13 43 44 137 53 45 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.93 0.98 0.93 0.98 0.95 0.98 0.93 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1744 1642 1642 1744 1642 1676 1744 1642 Adj Flow Rate, veh/h 83 339 15 60 369 49 14 48 12 152 59 12 Adj No. of Lanes 120120010110 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 535 1800 79 613 1694 223 118 361 82 477 442 90 Arrive On Green 1.00 1.00 1.00 0.58 0.58 0.58 0.32 0.32 0.32 0.32 0.32 0.32 Sat Flow, veh/h 856 3097 136 900 2915 383 202 1133 258 1176 1387 282 Grp Volume(v), veh/h 83 174 180 60 208 210 74 0 0 152 0 71 Grp Sat Flow(s),veh/h/ln 856 1593 1641 900 1656 1642 1593 0 0 1176 0 1670 Q Serve(g_s), s 1.0 0.0 0.0 2.4 4.8 4.9 0.0 0.0 0.0 4.6 0.0 2.4 Cycle Q Clear(g_c), s 5.9 0.0 0.0 2.4 4.8 4.9 2.5 0.0 0.0 7.1 0.0 2.4 Prop In Lane 1.00 0.08 1.00 0.23 0.19 0.16 1.00 0.17 Lane Grp Cap(c), veh/h 535 926 954 613 963 954 561 0 0 477 0 532 V/C Ratio(X) 0.16 0.19 0.19 0.10 0.22 0.22 0.13 0.00 0.00 0.32 0.00 0.13 Avail Cap(c_a), veh/h 535 926 954 613 963 954 561 0 0 477 0 532 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.3 0.0 0.0 7.5 8.0 8.0 19.4 0.0 0.0 20.8 0.0 19.4 Incr Delay (d2), s/veh 0.6 0.4 0.4 0.3 0.5 0.5 0.5 0.0 0.0 1.8 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.1 0.1 0.6 2.3 2.4 1.2 0.0 0.0 2.8 0.0 1.2 LnGrp Delay(d),s/veh 0.9 0.4 0.4 7.8 8.5 8.6 19.9 0.0 0.0 22.6 0.0 19.9 LnGrp LOS AAAAAAB C B Approach Vol, veh/h 437 478 74 223 Approach Delay, s/veh 0.5 8.5 19.9 21.7 Approach LOS A A B C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 30.0 50.0 30.0 50.0 Change Period (Y+Rc), s 5.5 4.5 5.5 4.5 Max Green Setting (Gmax), s 24.5 45.5 24.5 45.5 Max Q Clear Time (g_c+I1), s 9.1 7.9 4.5 6.9 Green Ext Time (p_c), s 1.0 3.7 1.0 3.7 Intersection Summary HCM 2010 Ctrl Delay 8.7 HCM 2010 LOS A Timing Report, Sorted By Phase Short Total PM 37: Mathews/Walnut & Mountain RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rt.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 30 50 30 50 Maximum Split (%) 37.5% 62.5% 37.5% 62.5% Minimum Split (s) 29.5 21.5 29.5 21.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 17 10 17 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 68 18 68 18 End Time (s) 18 68 18 68 Yield/Force Off (s) 12.5 63.5 12.5 63.5 Yield/Force Off 170(s) 75.5 53.5 75.5 53.5 Local Start Time (s) 0 30 0 30 Local Yield (s) 24.5 75.5 24.5 75.5 Local Yield 170(s) 7.5 65.5 7.5 65.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 55 Offset: 68 (85%), Referenced to phase 4:EBTL, Start of Red Splits and Phases: 37: Mathews/Walnut & Mountain HCM 2010 TWSC Short Total AM 2: Mountain/Walnut RT-in/RT-out at Walnut Fort Collins CBD Hotel 2/23/2015 Synchro 9 Light Report Delich Associates st am rt.syn Intersection Int Delay, s/veh 1.3 Movement SEL SET NWT NWR SWL SWR Vol, veh/h 0 0 112 24 0 22 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - 20 - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 132 28 0 26 Major/Minor Major2 Minor2 Conflicting Flow All - 0 132 132 Stage 1 - - 132 - Stage 2 - - 0 - Critical Hdwy - - 7.12 6.22 Critical Hdwy Stg 1 - - 6.12 - Critical Hdwy Stg 2 - - - - Follow-up Hdwy - - 3.518 3.318 Pot Cap-1 Maneuver - - 840 917 Stage 1 - - 871 - Stage 2 - - - - Platoon blocked, % - - Mov Cap-1 Maneuver - - 840 917 Mov Cap-2 Maneuver - - 840 - Stage 1 - - 871 - Stage 2 - - - - Approach NW SW HCM Control Delay, s 0 9 HCM LOS A Minor Lane/Major Mvmt NWT NWRSWLn1 Capacity (veh/h) - - 917 HCM Lane V/C Ratio - - 0.028 HCM Control Delay (s) - - 9 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - 0.1 Lanes and Geometrics Short Total AM 2: Mountain/Walnut RT-in/RT-out at Walnut Fort Collins CBD Hotel 2/23/2015 Synchro 9 Light Report Delich Associates st am rt.syn Lane Group SEL SET NWT NWR SWL SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 20 0 0 Storage Lanes 0 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.865 Flt Protected Satd. Flow (prot) 0 0 1863 1583 0 1611 Flt Permitted Satd. Flow (perm) 0 0 1863 1583 0 1611 Link Speed (mph) 30 30 30 Link Distance (ft) 166 98 362 Travel Time (s) 3.8 2.2 8.2 Intersection Summary Area Type: Other HCM 2010 Signalized Intersection Summary Short Total AM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates st am rt.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 49 435 15 259 511 29 22 142 127 43 153 35 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 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 Adj Sat Flow, veh/h/ln 1676 1492 1642 1676 1496 1642 1676 1676 1676 1676 1676 1642 Adj Flow Rate, veh/h 57 506 15 301 594 29 26 165 8 50 178 8 Adj No. of Lanes 120120111120 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 15 15 2 15 15 222222 Cap, veh/h 534 1970 58 591 1933 94 237 313 265 196 580 26 Arrive On Green 0.70 0.70 0.70 0.70 0.70 0.70 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 718 2812 83 789 2759 135 1071 1676 1420 1084 3102 139 Grp Volume(v), veh/h 57 255 266 301 306 317 26 165 8 50 91 95 Grp Sat Flow(s),veh/h/ln 718 1418 1478 789 1421 1472 1071 1676 1420 1084 1593 1647 Q Serve(g_s), s 2.6 5.2 5.3 18.0 6.6 6.6 1.7 7.1 0.4 3.5 3.9 4.0 Cycle Q Clear(g_c), s 9.2 5.2 5.3 23.3 6.6 6.6 5.7 7.1 0.4 10.6 3.9 4.0 Prop In Lane 1.00 0.06 1.00 0.09 1.00 1.00 1.00 0.08 Lane Grp Cap(c), veh/h 534 993 1035 591 996 1032 237 313 265 196 298 308 V/C Ratio(X) 0.11 0.26 0.26 0.51 0.31 0.31 0.11 0.53 0.03 0.25 0.31 0.31 Avail Cap(c_a), veh/h 534 993 1035 591 996 1032 338 472 399 299 448 463 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 6.3 4.4 4.4 8.6 4.6 4.6 30.5 29.3 26.6 34.1 28.0 28.1 Incr Delay (d2), s/veh 0.4 0.6 0.6 3.1 0.8 0.8 0.2 1.4 0.0 0.7 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 2.2 2.3 4.4 2.8 2.9 0.5 3.4 0.1 1.1 1.8 1.9 LnGrp Delay(d),s/veh 6.7 5.0 5.0 11.7 5.4 5.3 30.7 30.7 26.6 34.8 28.6 28.6 LnGrp LOS AAABAACCCCCC Approach Vol, veh/h 578 924 199 236 Approach Delay, s/veh 5.2 7.4 30.5 29.9 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 60.6 19.4 60.6 19.4 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 47.5 21.5 47.5 21.5 Max Q Clear Time (g_c+I1), s 11.2 9.1 25.3 12.6 Green Ext Time (p_c), s 8.0 1.2 7.1 1.0 Intersection Summary HCM 2010 Ctrl Delay 11.9 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total AM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates st am rt.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max None Maximum Split (s) 53 27 53 27 Maximum Split (%) 66.3% 33.8% 66.3% 33.8% Minimum Split (s) 28.5 25.5 28.5 26.5 Yellow Time (s) 3.5 3 3.5 3.5 All-Red Time (s) 2 2.5 2 2 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 16 13 16 14 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 2 55 2 55 End Time (s) 55 2 55 2 Yield/Force Off (s) 49.5 76.5 49.5 76.5 Yield/Force Off 170(s) 33.5 63.5 33.5 62.5 Local Start Time (s) 27 0 27 0 Local Yield (s) 74.5 21.5 74.5 21.5 Local Yield 170(s) 58.5 8.5 58.5 7.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 55 (69%), Referenced to phase 2:SETL, Start of Red Splits and Phases: 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) HCM 2010 Signalized Intersection Summary Short Total PM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rt.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 49 556 59 217 488 38 34 212 279 65 248 58 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 0.99 0.98 0.99 0.95 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 Adj Sat Flow, veh/h/ln 1644 1501 1642 1644 1497 1642 1676 1676 1676 1676 1676 1642 Adj Flow Rate, veh/h 53 604 55 236 530 36 37 230 82 71 270 30 Adj No. of Lanes 120120111120 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 4 15 15 4 15 15 222222 Cap, veh/h 492 1665 151 445 1705 116 261 430 358 221 738 81 Arrive On Green 0.63 0.63 0.63 0.63 0.63 0.63 0.26 0.26 0.26 0.26 0.26 0.26 Sat Flow, veh/h 742 2638 240 681 2701 183 957 1676 1398 948 2877 316 Grp Volume(v), veh/h 53 326 333 236 279 287 37 230 82 71 148 152 Grp Sat Flow(s),veh/h/ln 742 1426 1452 681 1422 1462 957 1676 1398 948 1593 1601 Q Serve(g_s), s 2.8 8.7 8.8 20.3 7.2 7.2 2.6 9.5 3.7 5.6 6.1 6.2 Cycle Q Clear(g_c), s 10.0 8.7 8.8 29.1 7.2 7.2 8.9 9.5 3.7 15.0 6.1 6.2 Prop In Lane 1.00 0.17 1.00 0.13 1.00 1.00 1.00 0.20 Lane Grp Cap(c), veh/h 492 900 916 445 898 923 261 430 358 221 408 410 V/C Ratio(X) 0.11 0.36 0.36 0.53 0.31 0.31 0.14 0.54 0.23 0.32 0.36 0.37 Avail Cap(c_a), veh/h 492 900 916 445 898 923 332 555 463 292 528 530 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.97 0.97 1.00 1.00 1.00 Uniform Delay (d), s/veh 9.1 7.1 7.1 14.0 6.8 6.8 28.1 25.6 23.5 32.1 24.4 24.4 Incr Delay (d2), s/veh 0.4 1.1 1.1 4.5 0.9 0.9 0.2 1.0 0.3 0.8 0.5 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 3.7 3.8 4.4 3.0 3.1 0.7 4.5 1.5 1.5 2.7 2.8 LnGrp Delay(d),s/veh 9.5 8.2 8.2 18.5 7.7 7.7 28.3 26.6 23.8 33.0 24.9 25.0 LnGrp LOS AAABAACCCCCC Approach Vol, veh/h 712 802 349 371 Approach Delay, s/veh 8.3 10.9 26.2 26.5 Approach LOS A B C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 55.0 25.0 55.0 25.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 43.5 25.5 43.5 25.5 Max Q Clear Time (g_c+I1), s 12.0 11.5 31.1 17.0 Green Ext Time (p_c), s 8.0 2.3 5.6 1.8 Intersection Summary HCM 2010 Ctrl Delay 15.0 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total PM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rt.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max None Maximum Split (s) 49 31 49 31 Maximum Split (%) 61.3% 38.8% 61.3% 38.8% Minimum Split (s) 28.5 25.5 28.5 26.5 Yellow Time (s) 3.5 3 3.5 3.5 All-Red Time (s) 2 2.5 2 2 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 16 13 16 14 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 33 2 33 2 End Time (s) 2 33 2 33 Yield/Force Off (s) 76.5 27.5 76.5 27.5 Yield/Force Off 170(s) 60.5 14.5 60.5 13.5 Local Start Time (s) 31 0 31 0 Local Yield (s) 74.5 25.5 74.5 25.5 Local Yield 170(s) 58.5 12.5 58.5 11.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 2 (3%), Referenced to phase 2:SETL, Start of Red Splits and Phases: 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) HCM 2010 TWSC Short Total AM 1: Jefferson (State 14) & Driveway RT-in/RT-out at Walnut Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates st am rt.syn Intersection Int Delay, s/veh 0.4 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 0 393 38 0 496 4 0 0 24 0 0 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 0 - - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 85 85 91 91 85 85 85 91 85 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 432 45 0 545 4 0 0 28 0 0 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 549 0 0 477 0 0 727 1003 454 1001 1024 275 Stage 1 - - - - - - 454 454 - 547 547 - Stage 2 - - - - - - 273 549 - 454 477 - Critical Hdwy 4.14 - - 4.12 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.22 - - 2.218 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1017 - - 1085 - - 325 241 605 209 235 723 Stage 1 - - - - - - 585 568 - 490 517 - Stage 2 - - - - - - 710 516 - 585 555 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1017 - - 1085 - - 322 241 605 199 235 723 Mov Cap-2 Maneuver - - - - - - 322 241 - 199 235 - Stage 1 - - - - - - 585 568 - 490 517 - Stage 2 - - - - - - 702 516 - 558 555 - Approach SE NW NE SW HCM Control Delay, s 0 0 11.2 10 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 605 1085 - - 1017 - - 723 HCM Lane V/C Ratio 0.047 ------ 0.011 HCM Control Delay (s) 11.2 0 - - 0 - - 10 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 Lanes and Geometrics Short Total AM 1: Jefferson (State 14) & Driveway RT-in/RT-out at Walnut Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates st am rt.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 1 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.987 0.999 0.865 0.865 Flt Protected Satd. Flow (prot) 0 1839 0 0 3536 0 0 0 1611 0 0 1611 Flt Permitted Satd. Flow (perm) 0 1839 0 0 3536 0 0 0 1611 0 0 1611 Link Speed (mph) 30 30 30 30 Link Distance (ft) 480 516 362 191 Travel Time (s) 10.9 11.7 8.2 4.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 1: Chestnut/Driveway & Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rt.syn Intersection Int Delay, s/veh 0.5 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 0 495 37 0 534 1 0 0 43 0 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 582 44 0 628 1 0 0 51 0 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 629 0 0 626 0 0 918 1233 604 1258 1255 315 Stage 1 - - - - - - 604 604 - 629 629 - Stage 2 - - - - - - 314 629 - 629 626 - Critical Hdwy 4.14 - - 4.12 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.22 - - 2.218 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 949 - - 956 - - 239 176 497 137 171 682 Stage 1 - - - - - - 484 487 - 438 474 - Stage 2 - - - - - - 672 474 - 469 476 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 949 - - 956 - - 238 176 497 123 171 682 Mov Cap-2 Maneuver - - - - - - 238 176 - 123 171 - Stage 1 - - - - - - 484 487 - 438 474 - Stage 2 - - - - - - 670 474 - 421 476 - Approach SE NW NE SW HCM Control Delay, s 0 0 13.1 10.3 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 497 956 - - 949 - - 682 HCM Lane V/C Ratio 0.102 ------ 0.003 HCM Control Delay (s) 13.1 0 - - 0 - - 10.3 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.3 0 - - 0 - - 0 Lanes and Geometrics Short Total PM 1: Chestnut/Driveway & Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rt.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.991 0.865 0.865 Flt Protected Satd. Flow (prot) 0 1846 0 0 3539 0 0 1611 0 0 1611 0 Flt Permitted Satd. Flow (perm) 0 1846 0 0 3539 0 0 1611 0 0 1611 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 466 530 332 199 Travel Time (s) 10.6 12.0 7.5 4.5 Intersection Summary Area Type: Other HCM 2010 Signalized Intersection Summary Short Total AM 39: Linden & Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates st am rt.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 20 415 8 22 440 60 7 22 37 45 30 24 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.91 0.91 0.95 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 Adj Sat Flow, veh/h/ln 1676 1490 1642 1676 1507 1642 1642 1744 1642 1676 1676 1676 Adj Flow Rate, veh/h 21 441 8 23 468 57 7 23 4 48 32 0 Adj No. of Lanes 110120010111 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 15 15 2 15 15 222222 Cap, veh/h 601 1043 19 588 1837 223 86 221 34 306 300 255 Arrive On Green 0.71 0.71 0.71 0.71 0.71 0.71 0.18 0.18 0.18 0.18 0.18 0.00 Sat Flow, veh/h 785 1459 26 843 2571 312 179 1234 188 1173 1676 1425 Grp Volume(v), veh/h 21 0 449 23 260 265 34 0 0 48 32 0 Grp Sat Flow(s),veh/h/ln 785 0 1485 843 1432 1450 1601 0 0 1173 1676 1425 Q Serve(g_s), s 0.8 0.0 9.9 0.9 5.1 5.1 0.0 0.0 0.0 1.0 1.3 0.0 Cycle Q Clear(g_c), s 5.9 0.0 9.9 10.8 5.1 5.1 1.4 0.0 0.0 2.4 1.3 0.0 Prop In Lane 1.00 0.02 1.00 0.21 0.21 0.12 1.00 1.00 Lane Grp Cap(c), veh/h 601 0 1062 588 1024 1036 341 0 0 306 300 255 V/C Ratio(X) 0.03 0.00 0.42 0.04 0.25 0.26 0.10 0.00 0.00 0.16 0.11 0.00 Avail Cap(c_a), veh/h 601 0 1062 588 1024 1036 603 0 0 506 587 499 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.91 0.00 0.91 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 5.0 0.0 4.7 6.9 4.0 4.0 27.5 0.0 0.0 27.9 27.5 0.0 Incr Delay (d2), s/veh 0.1 0.0 1.1 0.1 0.6 0.6 0.1 0.0 0.0 0.2 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 4.3 0.2 2.1 2.2 0.6 0.0 0.0 0.9 0.6 0.0 LnGrp Delay(d),s/veh 5.1 0.0 5.8 7.0 4.6 4.6 27.6 0.0 0.0 28.1 27.6 0.0 LnGrp LOS A AAAAC CC Approach Vol, veh/h 470 548 34 80 Approach Delay, s/veh 5.8 4.7 27.6 27.9 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 61.7 18.3 61.7 18.3 Change Period (Y+Rc), s * 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s * 44 27.0 42.5 27.0 Max Q Clear Time (g_c+I1), s 11.9 3.4 12.8 4.4 Green Ext Time (p_c), s 4.0 0.3 4.0 0.3 Intersection Summary HCM 2010 Ctrl Delay 7.5 HCM 2010 LOS A Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Short Total AM 39: Linden & Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates st am rt.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 48 32 48 32 Maximum Split (%) 60.0% 40.0% 60.0% 40.0% Minimum Split (s) 21.5 24 26.5 24 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1222 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 14 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 11 59 11 59 End Time (s) 59 11 59 11 Yield/Force Off (s) 54.5 6 53.5 6 Yield/Force Off 170(s) 44.5 74 39.5 74 Local Start Time (s) 32 0 32 0 Local Yield (s) 75.5 27 74.5 27 Local Yield 170(s) 65.5 15 60.5 15 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 59 (74%), Referenced to phase 2:SETL and 6:NWTL, Start of Red Splits and Phases: 39: Linden & Jefferson (State 14) HCM 2010 Signalized Intersection Summary Short Total PM 39: Linden & Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rt.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 19 470 25 32 467 79 30 47 84 125 61 53 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.97 0.92 0.92 0.96 0.90 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 Adj Sat Flow, veh/h/ln 1644 1494 1642 1644 1508 1642 1642 1744 1642 1676 1676 1676 Adj Flow Rate, veh/h 22 553 27 38 549 75 35 55 38 147 72 6 Adj No. of Lanes 110120010111 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 4 15 15 4 15 15 222222 Cap, veh/h 500 954 47 432 1704 232 118 165 95 335 366 280 Arrive On Green 0.68 0.68 0.68 0.68 0.68 0.68 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 701 1412 69 733 2522 343 277 758 437 1117 1676 1285 Grp Volume(v), veh/h 22 0 580 38 311 313 128 0 0 147 72 6 Grp Sat Flow(s),veh/h/ln 701 0 1481 733 1432 1433 1472 0 0 1117 1676 1285 Q Serve(g_s), s 1.1 0.0 16.7 2.3 7.2 7.3 0.5 0.0 0.0 3.9 2.8 0.3 Cycle Q Clear(g_c), s 8.3 0.0 16.7 19.0 7.2 7.3 5.5 0.0 0.0 9.3 2.8 0.3 Prop In Lane 1.00 0.05 1.00 0.24 0.27 0.30 1.00 1.00 Lane Grp Cap(c), veh/h 500 0 1000 432 968 968 378 0 0 335 366 280 V/C Ratio(X) 0.04 0.00 0.58 0.09 0.32 0.32 0.34 0.00 0.00 0.44 0.20 0.02 Avail Cap(c_a), veh/h 500 0 1000 432 968 968 441 0 0 385 440 337 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.82 0.00 0.82 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 7.1 0.0 6.9 12.0 5.4 5.4 26.6 0.0 0.0 28.1 25.5 24.6 Incr Delay (d2), s/veh 0.1 0.0 2.0 0.4 0.9 0.9 0.5 0.0 0.0 0.9 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 7.3 0.5 3.0 3.0 2.4 0.0 0.0 3.0 1.3 0.1 LnGrp Delay(d),s/veh 7.3 0.0 8.9 12.4 6.3 6.3 27.1 0.0 0.0 29.0 25.8 24.6 LnGrp LOS A ABAAC CCC Approach Vol, veh/h 602 662 128 225 Approach Delay, s/veh 8.9 6.6 27.1 27.8 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 58.5 21.5 58.5 21.5 Change Period (Y+Rc), s * 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s * 51 20.0 49.5 20.0 Max Q Clear Time (g_c+I1), s 18.7 7.5 21.0 11.3 Green Ext Time (p_c), s 5.5 1.1 5.4 0.9 Intersection Summary HCM 2010 Ctrl Delay 12.0 HCM 2010 LOS B Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Short Total PM 39: Linden & Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rt.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 55 25 55 25 Maximum Split (%) 68.8% 31.3% 68.8% 31.3% Minimum Split (s) 21.5 24 26.5 24 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1222 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 14 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 17 72 17 72 End Time (s) 72 17 72 17 Yield/Force Off (s) 67.5 12 66.5 12 Yield/Force Off 170(s) 57.5 0 52.5 0 Local Start Time (s) 25 0 25 0 Local Yield (s) 75.5 20 74.5 20 Local Yield 170(s) 65.5 8 60.5 8 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 72 (90%), Referenced to phase 2:SETL and 6:NWTL, Start of Red Splits and Phases: 39: Linden & Jefferson (State 14) APPENDIX H HCM 2010 Signalized Intersection Summary Long Total AM 18: College (US 287) & Mountain Roundabout at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lt am rndabt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 35 150 65 45 245 35 0 585 90 30 645 40 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 0.97 1.00 0.97 1.00 0.98 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 37 158 68 47 258 37 0 616 95 32 679 42 Adj No. of Lanes 120120020020 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222022222 Cap, veh/h 329 696 285 359 889 126 0 1568 241 89 1601 97 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 1.00 1.00 1.00 Sat Flow, veh/h 962 2183 893 1023 2789 394 0 2841 424 71 2815 171 Grp Volume(v), veh/h 37 113 113 47 146 149 0 355 356 387 0 366 Grp Sat Flow(s),veh/h/ln 962 1593 1483 1023 1593 1591 0 1593 1589 1567 0 1491 Q Serve(g_s), s 2.4 4.2 4.5 2.8 5.5 5.6 0.0 9.9 10.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 8.0 4.2 4.5 7.3 5.5 5.6 0.0 9.9 10.0 0.0 0.0 0.0 Prop In Lane 1.00 0.60 1.00 0.25 0.00 0.27 0.08 0.11 Lane Grp Cap(c), veh/h 329 508 473 359 508 507 0 906 904 940 0 848 V/C Ratio(X) 0.11 0.22 0.24 0.13 0.29 0.29 0.00 0.39 0.39 0.41 0.00 0.43 Avail Cap(c_a), veh/h 329 508 473 359 508 507 0 906 904 940 0 848 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.5 20.0 20.1 22.8 20.4 20.5 0.0 9.6 9.6 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.7 1.0 1.2 0.8 1.4 1.5 0.0 1.3 1.3 1.3 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 2.0 2.0 0.9 2.6 2.7 0.0 4.7 4.7 0.3 0.0 0.4 LnGrp Delay(d),s/veh 24.2 21.0 21.3 23.6 21.9 22.0 0.0 10.9 10.9 1.3 0.0 1.6 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 263 342 711 753 Approach Delay, s/veh 21.6 22.1 10.9 1.5 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 2.0 10.0 12.0 9.3 Green Ext Time (p_c), s 6.4 2.0 6.3 2.0 Intersection Summary HCM 2010 Ctrl Delay 10.7 HCM 2010 LOS B Timing Report, Sorted By Phase Long Total AM 18: College (US 287) & Mountain Roundabout at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lt am rndabt.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 2.5 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 38 8 38 8 End Time (s) 8 38 8 38 Yield/Force Off (s) 2.5 32.5 2.5 32.5 Yield/Force Off 170(s) 68.5 15.5 68.5 15.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 18: College (US 287) & Mountain HCM 2010 Signalized Intersection Summary Long Total PM 18: College (US 287) & Mountain Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rndabt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 55 240 85 130 330 80 0 905 120 25 940 145 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.95 0.86 0.94 0.86 1.00 0.91 1.00 0.83 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 58 253 89 137 347 84 0 953 126 26 989 153 Adj No. of Lanes 120120020020 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222022222 Cap, veh/h 256 715 239 288 787 186 0 1587 210 65 1443 220 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 1.00 1.00 1.00 Sat Flow, veh/h 813 2245 751 872 2470 582 0 2875 369 32 2537 387 Grp Volume(v), veh/h 58 176 166 137 220 211 0 544 535 630 0 538 Grp Sat Flow(s),veh/h/ln 813 1593 1403 872 1593 1460 0 1593 1567 1595 0 1361 Q Serve(g_s), s 4.9 6.8 7.3 11.5 8.8 9.2 0.0 17.9 17.9 0.0 0.0 0.0 Cycle Q Clear(g_c), s 14.1 6.8 7.3 18.8 8.8 9.2 0.0 17.9 17.9 0.0 0.0 0.0 Prop In Lane 1.00 0.54 1.00 0.40 0.00 0.24 0.04 0.28 Lane Grp Cap(c), veh/h 256 508 447 288 508 465 0 906 891 954 0 774 V/C Ratio(X) 0.23 0.35 0.37 0.48 0.43 0.45 0.00 0.60 0.60 0.66 0.00 0.69 Avail Cap(c_a), veh/h 256 508 447 288 508 465 0 906 891 954 0 774 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.3 20.9 21.1 28.3 21.5 21.7 0.0 11.3 11.3 0.0 0.0 0.0 Incr Delay (d2), s/veh 2.1 1.9 2.4 5.5 2.7 3.2 0.0 2.9 3.0 3.6 0.0 5.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 3.2 3.1 3.2 4.2 4.1 0.0 8.4 8.3 1.0 0.0 1.1 LnGrp Delay(d),s/veh 29.3 22.7 23.4 33.9 24.2 24.8 0.0 14.2 14.3 3.6 0.0 5.1 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 400 568 1079 1168 Approach Delay, s/veh 24.0 26.8 14.3 4.3 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 2.0 16.1 19.9 20.8 Green Ext Time (p_c), s 13.5 2.8 11.2 1.6 Intersection Summary HCM 2010 Ctrl Delay 14.1 HCM 2010 LOS B Timing Report, Sorted By Phase Long Total PM 18: College (US 287) & Mountain Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rndabt.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 2.5 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 65 35 65 35 End Time (s) 35 65 35 65 Yield/Force Off (s) 29.5 59.5 29.5 59.5 Yield/Force Off 170(s) 15.5 42.5 15.5 42.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 70 Offset: 35 (44%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 18: College (US 287) & Mountain HCM 2010 Roundabout Long Total AM 37: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lt am rndabt.syn Intersection Intersection Delay, s/veh 7.4 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 285 405 43 179 Demand Flow Rate, veh/h 290 414 43 183 Vehicles Circulating, veh/h 199 86 387 350 Vehicles Exiting, veh/h 334 344 102 145 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 17 3 5 4 Ped Cap Adj 0.998 1.000 0.999 0.999 Approach Delay, s/veh 7.3 7.9 5.3 7.2 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 290 414 43 183 Cap Entry Lane, veh/h 926 1037 767 796 Entry HV Adj Factor 0.983 0.979 0.990 0.977 Flow Entry, veh/h 285 405 43 179 Cap Entry, veh/h 908 1015 759 778 V/C Ratio 0.314 0.399 0.056 0.230 Control Delay, s/veh 7.3 7.9 5.3 7.2 LOSAAAA 95th %tile Queue, veh 1201 HCM 2010 Roundabout Long Total AM 37: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lt am rndabt.syn Intersection Intersection Delay, s/veh Intersection LOS Approach SW Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 43 Demand Flow Rate, veh/h 43 Vehicles Circulating, veh/h 452 Vehicles Exiting, veh/h 48 Follow-Up Headway, s 3.186 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 5.7 Approach LOS A Lane Left Designated Moves LR Assumed Moves LR RT Channelized Lane Util 1.000 Critical Headway, s 5.193 Entry Flow, veh/h 43 Cap Entry Lane, veh/h 719 Entry HV Adj Factor 0.993 Flow Entry, veh/h 43 Cap Entry, veh/h 714 V/C Ratio 0.060 Control Delay, s/veh 5.7 LOS A 95th %tile Queue, veh 0 Lanes and Geometrics Long Total AM 37: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lt am rndabt.syn Lane Group EBL2 EBL EBT EBR WBL WBT WBR WBR2 NBL NBT NBR2 SBL2 Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 8 12 13 8 12 8 16 8 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 115 0 0 Storage Lanes 0 0 0 0 0 Taper Length (ft) 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.990 0.967 0.965 Flt Protected 0.992 0.997 0.987 Satd. Flow (prot) 0 0 1646 0 0 1670 0 0 0 1810 0 0 Flt Permitted 0.992 0.997 0.987 Satd. Flow (perm) 0 0 1646 0 0 1670 0 0 0 1810 0 0 Link Speed (mph) 30 30 25 Link Distance (ft) 817 738 1572 Travel Time (s) 18.6 16.8 42.9 Intersection Summary Area Type: CBD Lane Group SBL SBT SBR SWL2 SWL SWR SWR2 Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 14 8 12 12 12 12 Grade (%) 0% 0% Storage Length (ft) 100 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.980 0.915 Flt Protected 0.973 0.982 Satd. Flow (prot) 0 1705 0 0 1506 0 0 Flt Permitted 0.973 0.982 Satd. Flow (perm) 0 1705 0 0 1506 0 0 Link Speed (mph) 25 30 Link Distance (ft) 497 534 Travel Time (s) 13.6 12.1 Intersection Summary HCM 2010 Roundabout Long Total PM 37: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rndabt.syn Intersection Intersection Delay, s/veh 13.0 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 500 573 122 289 Demand Flow Rate, veh/h 510 585 124 294 Vehicles Circulating, veh/h 325 177 680 530 Vehicles Exiting, veh/h 499 627 155 237 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 28 21 35 43 Ped Cap Adj 0.996 0.997 0.995 0.994 Approach Delay, s/veh 14.9 13.1 9.3 12.1 Approach LOS BBAB Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 510 585 124 294 Cap Entry Lane, veh/h 816 947 572 665 Entry HV Adj Factor 0.980 0.979 0.983 0.982 Flow Entry, veh/h 500 573 122 289 Cap Entry, veh/h 797 924 560 649 V/C Ratio 0.627 0.620 0.218 0.445 Control Delay, s/veh 14.9 13.1 9.3 12.1 LOSBBAB 95th %tile Queue, veh 4412 HCM 2010 Roundabout Long Total PM 37: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rndabt.syn Intersection Intersection Delay, s/veh Intersection LOS Approach SW Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 53 Demand Flow Rate, veh/h 53 Vehicles Circulating, veh/h 714 Vehicles Exiting, veh/h 48 Follow-Up Headway, s 3.186 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 7.7 Approach LOS A Lane Left Designated Moves LR Assumed Moves LR RT Channelized Lane Util 1.000 Critical Headway, s 5.193 Entry Flow, veh/h 53 Cap Entry Lane, veh/h 553 Entry HV Adj Factor 0.992 Flow Entry, veh/h 53 Cap Entry, veh/h 549 V/C Ratio 0.096 Control Delay, s/veh 7.7 LOS A 95th %tile Queue, veh 0 Lanes and Geometrics Long Total PM 37: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rndabt.syn Lane Group EBL2 EBL EBT EBR WBL WBT WBR WBR2 NBL NBT NBR2 SBL2 Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 8 12 13 8 12 8 16 8 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 115 0 0 Storage Lanes 0 0 0 0 0 Taper Length (ft) 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.993 0.975 0.941 Flt Protected 0.990 0.995 0.993 Satd. Flow (prot) 0 0 1648 0 0 1681 0 0 0 1775 0 0 Flt Permitted 0.990 0.995 0.993 Satd. Flow (perm) 0 0 1648 0 0 1681 0 0 0 1775 0 0 Link Speed (mph) 30 30 25 Link Distance (ft) 817 733 1572 Travel Time (s) 18.6 16.7 42.9 Intersection Summary Area Type: CBD Lane Group SBL SBT SBR SWL2 SWL SWR SWR2 Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 14 8 12 12 12 12 Grade (%) 0% 0% Storage Length (ft) 100 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.975 0.918 Flt Protected 0.971 0.981 Satd. Flow (prot) 0 1693 0 0 1510 0 0 Flt Permitted 0.971 0.981 Satd. Flow (perm) 0 1693 0 0 1510 0 0 Link Speed (mph) 25 30 Link Distance (ft) 347 536 Travel Time (s) 9.5 12.2 Intersection Summary HCM 2010 Signalized Intersection Summary Long Total AM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lt am rndabt.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 50 495 20 295 595 35 25 170 155 50 180 40 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 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 Adj Sat Flow, veh/h/ln 1676 1493 1642 1676 1496 1642 1676 1676 1676 1676 1676 1642 Adj Flow Rate, veh/h 53 521 18 311 626 33 26 179 24 53 189 14 Adj No. of Lanes 120120111120 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 15 15 2 15 15 222222 Cap, veh/h 505 1929 67 570 1894 100 242 332 282 198 595 44 Arrive On Green 0.69 0.69 0.69 0.69 0.69 0.69 0.20 0.20 0.20 0.20 0.20 0.20 Sat Flow, veh/h 695 2799 97 776 2748 145 1055 1676 1421 1055 3003 220 Grp Volume(v), veh/h 53 264 275 311 324 335 26 179 24 53 99 104 Grp Sat Flow(s),veh/h/ln 695 1419 1476 776 1422 1471 1055 1676 1421 1055 1593 1631 Q Serve(g_s), s 2.7 5.7 5.7 20.4 7.3 7.3 1.7 7.7 1.1 3.8 4.3 4.4 Cycle Q Clear(g_c), s 10.0 5.7 5.7 26.1 7.3 7.3 6.1 7.7 1.1 11.5 4.3 4.4 Prop In Lane 1.00 0.07 1.00 0.10 1.00 1.00 1.00 0.14 Lane Grp Cap(c), veh/h 505 978 1018 570 980 1014 242 332 282 198 316 323 V/C Ratio(X) 0.10 0.27 0.27 0.55 0.33 0.33 0.11 0.54 0.09 0.27 0.31 0.32 Avail Cap(c_a), veh/h 505 978 1018 570 980 1014 329 472 400 286 448 459 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 7.0 4.7 4.7 9.7 5.0 5.0 30.1 28.8 26.2 33.9 27.4 27.5 Incr Delay (d2), s/veh 0.4 0.7 0.7 3.7 0.9 0.9 0.2 1.4 0.1 0.7 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 2.4 2.5 4.9 3.0 3.1 0.5 3.7 0.4 1.1 1.9 2.0 LnGrp Delay(d),s/veh 7.4 5.4 5.4 13.5 5.9 5.9 30.2 30.1 26.3 34.6 28.0 28.0 LnGrp LOS AAABAACCCCCC Approach Vol, veh/h 592 970 229 256 Approach Delay, s/veh 5.6 8.3 29.7 29.4 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 59.6 20.4 59.6 20.4 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 47.5 21.5 47.5 21.5 Max Q Clear Time (g_c+I1), s 12.0 9.7 28.1 13.5 Green Ext Time (p_c), s 8.5 1.3 7.2 1.1 Intersection Summary HCM 2010 Ctrl Delay 12.6 HCM 2010 LOS B Timing Report, Sorted By Phase Long Total AM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lt am rndabt.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max None Maximum Split (s) 53 27 53 27 Maximum Split (%) 66.3% 33.8% 66.3% 33.8% Minimum Split (s) 28.5 25.5 28.5 26.5 Yellow Time (s) 3.5 3 3.5 3.5 All-Red Time (s) 2 2.5 2 2 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 16 13 16 14 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 2 55 2 55 End Time (s) 55 2 55 2 Yield/Force Off (s) 49.5 76.5 49.5 76.5 Yield/Force Off 170(s) 33.5 63.5 33.5 62.5 Local Start Time (s) 27 0 27 0 Local Yield (s) 74.5 21.5 74.5 21.5 Local Yield 170(s) 58.5 8.5 58.5 7.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 55 (69%), Referenced to phase 2:SETL, Start of Red Splits and Phases: 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) HCM 2010 Signalized Intersection Summary Long Total PM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rndabt.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 50 635 70 250 565 45 40 250 340 75 290 65 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.99 0.98 0.99 0.95 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 Adj Sat Flow, veh/h/ln 1644 1501 1642 1644 1497 1642 1676 1676 1676 1676 1676 1642 Adj Flow Rate, veh/h 53 668 65 263 595 41 42 263 180 79 305 40 Adj No. of Lanes 120120111120 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 4 15 15 4 15 15 222222 Cap, veh/h 433 1585 154 388 1631 112 269 474 396 216 796 103 Arrive On Green 0.60 0.60 0.60 0.60 0.60 0.60 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 696 2621 255 636 2696 186 920 1676 1401 843 2818 365 Grp Volume(v), veh/h 53 363 370 263 313 323 42 263 180 79 171 174 Grp Sat Flow(s),veh/h/ln 696 1426 1449 636 1423 1459 920 1676 1401 843 1593 1590 Q Serve(g_s), s 3.3 10.8 10.8 29.9 8.9 9.0 3.1 10.7 8.5 7.0 6.9 7.1 Cycle Q Clear(g_c), s 12.3 10.8 10.8 40.8 8.9 9.0 10.1 10.7 8.5 17.7 6.9 7.1 Prop In Lane 1.00 0.18 1.00 0.13 1.00 1.00 1.00 0.23 Lane Grp Cap(c), veh/h 433 863 877 388 861 883 269 474 396 216 450 449 V/C Ratio(X) 0.12 0.42 0.42 0.68 0.36 0.37 0.16 0.56 0.45 0.37 0.38 0.39 Avail Cap(c_a), veh/h 433 863 877 388 861 883 314 555 464 257 528 527 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 11.1 8.4 8.4 19.2 8.0 8.0 27.2 24.4 23.6 32.0 23.1 23.1 Incr Delay (d2), s/veh 0.6 1.5 1.5 9.1 1.2 1.2 0.3 1.0 0.8 1.0 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 4.6 4.7 6.2 3.8 3.9 0.8 5.0 3.3 1.7 3.1 3.2 LnGrp Delay(d),s/veh 11.7 9.9 9.9 28.3 9.2 9.2 27.5 25.4 24.4 33.0 23.6 23.7 LnGrp LOS B A A C A A CCCCCC Approach Vol, veh/h 786 899 485 424 Approach Delay, s/veh 10.0 14.8 25.2 25.4 Approach LOS B B C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 52.9 27.1 52.9 27.1 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 43.5 25.5 43.5 25.5 Max Q Clear Time (g_c+I1), s 14.3 12.7 42.8 19.7 Green Ext Time (p_c), s 9.4 2.9 0.6 1.9 Intersection Summary HCM 2010 Ctrl Delay 17.0 HCM 2010 LOS B Timing Report, Sorted By Phase Long Total PM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rndabt.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max None Maximum Split (s) 49 31 49 31 Maximum Split (%) 61.3% 38.8% 61.3% 38.8% Minimum Split (s) 28.5 25.5 28.5 26.5 Yellow Time (s) 3.5 3 3.5 3.5 All-Red Time (s) 2 2.5 2 2 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 16 13 16 14 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 33 2 33 2 End Time (s) 2 33 2 33 Yield/Force Off (s) 76.5 27.5 76.5 27.5 Yield/Force Off 170(s) 60.5 14.5 60.5 13.5 Local Start Time (s) 31 0 31 0 Local Yield (s) 74.5 25.5 74.5 25.5 Local Yield 170(s) 58.5 12.5 58.5 11.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 2 (3%), Referenced to phase 2:SETL, Start of Red Splits and Phases: 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) HCM 2010 TWSC Long Total AM 1: Chestnut/Driveway & Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates lt am rndabt.syn Intersection Int Delay, s/veh 0.3 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 0 455 25 0 580 5 0 0 15 0 0 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 0 - - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 479 26 0 611 5 0 0 16 0 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 616 0 0 505 0 0 797 1108 492 1105 1118 308 Stage 1 - - - - - - 492 492 - 613 613 - Stage 2 - - - - - - 305 616 - 492 505 - Critical Hdwy 4.14 - - 4.12 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.22 - - 2.218 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 960 - - 1060 - - 291 209 576 176 206 689 Stage 1 - - - - - - 558 547 - 447 482 - Stage 2 - - - - - - 680 481 - 558 539 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 960 - - 1060 - - 287 209 576 171 206 689 Mov Cap-2 Maneuver - - - - - - 287 209 - 171 206 - Stage 1 - - - - - - 558 547 - 447 482 - Stage 2 - - - - - - 670 481 - 543 539 - Approach SE NW NE SW HCM Control Delay, s 0 0 11.4 10.3 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 576 1060 - - 960 - - 689 HCM Lane V/C Ratio 0.027 ------ 0.015 HCM Control Delay (s) 11.4 0 - - 0 - - 10.3 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 Lanes and Geometrics Long Total AM 1: Chestnut/Driveway & Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates lt am rndabt.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 1 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.993 0.999 0.865 0.865 Flt Protected Satd. Flow (prot) 0 1850 0 0 3536 0 0 0 1611 0 0 1611 Flt Permitted Satd. Flow (perm) 0 1850 0 0 3536 0 0 0 1611 0 0 1611 Link Speed (mph) 30 30 30 30 Link Distance (ft) 480 516 534 191 Travel Time (s) 10.9 11.7 12.1 4.3 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 1: Chestnut/Driveway & Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rndabt.syn Intersection Int Delay, s/veh 0.3 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 0 575 25 0 620 5 0 0 30 0 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 605 26 0 653 5 0 0 32 0 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 658 0 0 632 0 0 944 1276 618 1289 1287 329 Stage 1 - - - - - - 618 618 - 655 655 - Stage 2 - - - - - - 326 658 - 634 632 - Critical Hdwy 4.14 - - 4.12 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.22 - - 2.218 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 926 - - 951 - - 229 166 488 130 164 667 Stage 1 - - - - - - 476 480 - 422 462 - Stage 2 - - - - - - 661 460 - 466 473 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 926 - - 951 - - 227 166 488 122 164 667 Mov Cap-2 Maneuver - - - - - - 227 166 - 122 164 - Stage 1 - - - - - - 476 480 - 422 462 - Stage 2 - - - - - - 656 460 - 436 473 - Approach SE NW NE SW HCM Control Delay, s 0 0 12.9 10.4 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 488 951 - - 926 - - 667 HCM Lane V/C Ratio 0.065 ------ 0.008 HCM Control Delay (s) 12.9 0 - - 0 - - 10.4 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0 Lanes and Geometrics Long Total PM 1: Chestnut/Driveway & Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rndabt.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.994 0.999 0.865 0.865 Flt Protected Satd. Flow (prot) 0 1852 0 0 3536 0 0 1611 0 0 1611 0 Flt Permitted Satd. Flow (perm) 0 1852 0 0 3536 0 0 1611 0 0 1611 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 466 530 536 199 Travel Time (s) 10.6 12.0 12.2 4.5 Intersection Summary Area Type: Other HCM 2010 Signalized Intersection Summary Long Total AM 39: Linden & Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates lt am rndabt.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 25 480 10 25 510 70 10 30 40 55 35 30 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.91 0.91 0.95 0.90 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 Adj Sat Flow, veh/h/ln 1676 1491 1642 1676 1508 1642 1642 1744 1642 1676 1676 1676 Adj Flow Rate, veh/h 26 505 10 26 537 67 11 32 5 58 37 3 Adj No. of Lanes 110120010111 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 15 15 2 15 15 222222 Cap, veh/h 555 1039 21 535 1827 227 93 219 30 309 303 232 Arrive On Green 0.71 0.71 0.71 0.71 0.71 0.71 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 730 1456 29 793 2562 319 211 1213 166 1165 1676 1287 Grp Volume(v), veh/h 26 0 515 26 299 305 48 0 0 58 37 3 Grp Sat Flow(s),veh/h/ln 730 0 1485 793 1432 1449 1590 0 0 1165 1676 1287 Q Serve(g_s), s 1.1 0.0 12.2 1.2 6.1 6.1 0.0 0.0 0.0 0.9 1.5 0.2 Cycle Q Clear(g_c), s 7.2 0.0 12.2 13.4 6.1 6.1 1.9 0.0 0.0 2.8 1.5 0.2 Prop In Lane 1.00 0.02 1.00 0.22 0.23 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 555 0 1059 535 1021 1033 343 0 0 309 303 232 V/C Ratio(X) 0.05 0.00 0.49 0.05 0.29 0.29 0.14 0.00 0.00 0.19 0.12 0.01 Avail Cap(c_a), veh/h 555 0 1059 535 1021 1033 601 0 0 506 587 450 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.93 0.00 0.93 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 5.5 0.0 5.0 8.0 4.2 4.2 27.6 0.0 0.0 27.9 27.5 26.9 Incr Delay (d2), s/veh 0.1 0.0 1.5 0.2 0.7 0.7 0.2 0.0 0.0 0.3 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 5.3 0.3 2.5 2.6 0.9 0.0 0.0 1.1 0.7 0.1 LnGrp Delay(d),s/veh 5.6 0.0 6.5 8.1 4.9 4.9 27.8 0.0 0.0 28.2 27.6 26.9 LnGrp LOS A AAAAC CCC Approach Vol, veh/h 541 630 48 98 Approach Delay, s/veh 6.5 5.0 27.8 28.0 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 61.6 18.4 61.6 18.4 Change Period (Y+Rc), s * 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s * 44 27.0 42.5 27.0 Max Q Clear Time (g_c+I1), s 14.2 3.9 15.4 4.8 Green Ext Time (p_c), s 4.8 0.5 4.8 0.5 Intersection Summary HCM 2010 Ctrl Delay 8.2 HCM 2010 LOS A Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Long Total AM 39: Linden & Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates lt am rndabt.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 48 32 48 32 Maximum Split (%) 60.0% 40.0% 60.0% 40.0% Minimum Split (s) 21.5 24 26.5 24 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1222 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 14 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 11 59 11 59 End Time (s) 59 11 59 11 Yield/Force Off (s) 54.5 6 53.5 6 Yield/Force Off 170(s) 44.5 74 39.5 74 Local Start Time (s) 32 0 32 0 Local Yield (s) 75.5 27 74.5 27 Local Yield 170(s) 65.5 15 60.5 15 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 59 (74%), Referenced to phase 2:SETL and 6:NWTL, Start of Red Splits and Phases: 39: Linden & Jefferson (State 14) HCM 2010 Signalized Intersection Summary Long Total PM 39: Linden & Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rndabt.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 25 545 30 35 540 90 35 55 95 145 70 60 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.97 0.92 0.92 0.96 0.90 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 Adj Sat Flow, veh/h/ln 1644 1495 1642 1644 1508 1642 1642 1744 1642 1676 1676 1676 Adj Flow Rate, veh/h 26 574 30 37 568 79 37 58 48 153 74 11 Adj No. of Lanes 110120010111 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 4 15 15 4 15 15 222222 Cap, veh/h 484 943 49 408 1686 234 114 161 110 331 375 288 Arrive On Green 0.67 0.67 0.67 0.67 0.67 0.67 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 687 1407 74 717 2515 349 256 718 492 1107 1676 1288 Grp Volume(v), veh/h 26 0 604 37 323 324 143 0 0 153 74 11 Grp Sat Flow(s),veh/h/ln 687 0 1480 717 1432 1432 1467 0 0 1107 1676 1288 Q Serve(g_s), s 1.3 0.0 18.2 2.4 7.7 7.7 0.9 0.0 0.0 4.2 2.9 0.5 Cycle Q Clear(g_c), s 9.1 0.0 18.2 20.6 7.7 7.7 6.2 0.0 0.0 10.5 2.9 0.5 Prop In Lane 1.00 0.05 1.00 0.24 0.26 0.34 1.00 1.00 Lane Grp Cap(c), veh/h 484 0 992 408 960 960 385 0 0 331 375 288 V/C Ratio(X) 0.05 0.00 0.61 0.09 0.34 0.34 0.37 0.00 0.00 0.46 0.20 0.04 Avail Cap(c_a), veh/h 484 0 992 408 960 960 440 0 0 374 440 338 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.85 0.00 0.85 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 7.6 0.0 7.4 13.1 5.6 5.6 26.5 0.0 0.0 28.3 25.2 24.3 Incr Delay (d2), s/veh 0.2 0.0 2.4 0.4 0.9 1.0 0.6 0.0 0.0 1.0 0.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 7.9 0.5 3.2 3.2 2.8 0.0 0.0 3.2 1.4 0.2 LnGrp Delay(d),s/veh 7.7 0.0 9.7 13.5 6.6 6.6 27.1 0.0 0.0 29.3 25.5 24.4 LnGrp LOS A ABAAC CCC Approach Vol, veh/h 630 684 143 238 Approach Delay, s/veh 9.6 6.9 27.1 27.9 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 58.1 21.9 58.1 21.9 Change Period (Y+Rc), s * 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s * 51 20.0 49.5 20.0 Max Q Clear Time (g_c+I1), s 20.2 8.2 22.6 12.5 Green Ext Time (p_c), s 5.8 1.2 5.7 0.9 Intersection Summary HCM 2010 Ctrl Delay 12.6 HCM 2010 LOS B Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Long Total PM 39: Linden & Jefferson (State 14) Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rndabt.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 55 25 55 25 Maximum Split (%) 68.8% 31.3% 68.8% 31.3% Minimum Split (s) 21.5 24 26.5 24 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1222 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 14 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 17 72 17 72 End Time (s) 72 17 72 17 Yield/Force Off (s) 67.5 12 66.5 12 Yield/Force Off 170(s) 57.5 0 52.5 0 Local Start Time (s) 25 0 25 0 Local Yield (s) 75.5 20 74.5 20 Local Yield 170(s) 65.5 8 60.5 8 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 72 (90%), Referenced to phase 2:SETL and 6:NWTL, Start of Red Splits and Phases: 39: Linden & Jefferson (State 14) APPENDIX I HCM 2010 Signalized Intersection Summary Long Total AM 18: College (US 287) & Mountain RT-in/RT-out at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lt am rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 35 150 65 45 245 35 0 585 85 30 645 40 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 0.97 1.00 0.97 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 37 158 68 47 258 37 0 616 89 32 679 42 Adj No. of Lanes 120120020020 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222022222 Cap, veh/h 329 696 285 359 889 126 0 1584 228 89 1602 97 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 1.00 1.00 1.00 Sat Flow, veh/h 962 2183 893 1023 2789 394 0 2868 401 72 2817 171 Grp Volume(v), veh/h 37 113 113 47 146 149 0 352 353 387 0 366 Grp Sat Flow(s),veh/h/ln 962 1593 1483 1023 1593 1591 0 1593 1593 1567 0 1493 Q Serve(g_s), s 2.4 4.2 4.5 2.8 5.5 5.6 0.0 9.8 9.8 0.0 0.0 0.0 Cycle Q Clear(g_c), s 8.0 4.2 4.5 7.3 5.5 5.6 0.0 9.8 9.8 0.0 0.0 0.0 Prop In Lane 1.00 0.60 1.00 0.25 0.00 0.25 0.08 0.11 Lane Grp Cap(c), veh/h 329 508 473 359 508 507 0 906 906 940 0 849 V/C Ratio(X) 0.11 0.22 0.24 0.13 0.29 0.29 0.00 0.39 0.39 0.41 0.00 0.43 Avail Cap(c_a), veh/h 329 508 473 359 508 507 0 906 906 940 0 849 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.5 20.0 20.1 22.8 20.4 20.5 0.0 9.5 9.6 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.7 1.0 1.2 0.8 1.4 1.5 0.0 1.3 1.3 1.3 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 2.0 2.0 0.9 2.6 2.7 0.0 4.5 4.6 0.3 0.0 0.4 LnGrp Delay(d),s/veh 24.2 21.0 21.3 23.6 21.9 22.0 0.0 10.8 10.8 1.3 0.0 1.6 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 263 342 705 753 Approach Delay, s/veh 21.6 22.1 10.8 1.5 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 2.0 10.0 11.8 9.3 Green Ext Time (p_c), s 6.3 2.0 6.2 2.0 Intersection Summary HCM 2010 Ctrl Delay 10.6 HCM 2010 LOS B Timing Report, Sorted By Phase Long Total AM 18: College (US 287) & Mountain RT-in/RT-out at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lt am rt.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 2.5 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 38 8 38 8 End Time (s) 8 38 8 38 Yield/Force Off (s) 2.5 32.5 2.5 32.5 Yield/Force Off 170(s) 68.5 15.5 68.5 15.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 18: College (US 287) & Mountain HCM 2010 Signalized Intersection Summary Long Total PM 18: College (US 287) & Mountain RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 55 240 85 115 330 80 0 905 115 25 940 145 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.95 0.86 0.94 0.86 1.00 0.91 1.00 0.90 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 58 253 89 121 347 84 0 953 121 26 989 153 Adj No. of Lanes 120120020020 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222022222 Cap, veh/h 256 715 239 288 787 186 0 1597 203 65 1463 223 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 1.00 1.00 1.00 Sat Flow, veh/h 813 2245 751 872 2470 582 0 2891 356 32 2572 393 Grp Volume(v), veh/h 58 176 166 121 220 211 0 541 533 622 0 546 Grp Sat Flow(s),veh/h/ln 813 1593 1403 872 1593 1460 0 1593 1571 1594 0 1402 Q Serve(g_s), s 4.9 6.8 7.3 10.0 8.8 9.2 0.0 17.7 17.7 0.0 0.0 0.0 Cycle Q Clear(g_c), s 14.1 6.8 7.3 17.3 8.8 9.2 0.0 17.7 17.7 0.0 0.0 0.0 Prop In Lane 1.00 0.54 1.00 0.40 0.00 0.23 0.04 0.28 Lane Grp Cap(c), veh/h 256 508 447 288 508 465 0 906 893 954 0 798 V/C Ratio(X) 0.23 0.35 0.37 0.42 0.43 0.45 0.00 0.60 0.60 0.65 0.00 0.69 Avail Cap(c_a), veh/h 256 508 447 288 508 465 0 906 893 954 0 798 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.3 20.9 21.1 27.7 21.5 21.7 0.0 11.3 11.3 0.0 0.0 0.0 Incr Delay (d2), s/veh 2.1 1.9 2.4 4.4 2.7 3.2 0.0 2.9 2.9 3.5 0.0 4.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 3.2 3.1 2.7 4.2 4.1 0.0 8.4 8.3 0.9 0.0 1.1 LnGrp Delay(d),s/veh 29.3 22.7 23.4 32.2 24.2 24.8 0.0 14.2 14.2 3.5 0.0 4.7 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 400 552 1074 1168 Approach Delay, s/veh 24.0 26.2 14.2 4.1 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 2.0 16.1 19.7 19.3 Green Ext Time (p_c), s 13.3 2.8 11.1 2.0 Intersection Summary HCM 2010 Ctrl Delay 13.8 HCM 2010 LOS B Timing Report, Sorted By Phase Long Total PM 18: College (US 287) & Mountain RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rt.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 2.5 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 65 35 65 35 End Time (s) 35 65 35 65 Yield/Force Off (s) 29.5 59.5 29.5 59.5 Yield/Force Off 170(s) 15.5 42.5 15.5 42.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 70 Offset: 35 (44%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 18: College (US 287) & Mountain HCM 2010 Signalized Intersection Summary Long Total AM 37: Mathews/Walnut & Mountain RT-in/RT-out at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lt am rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 40 205 20 25 265 70 10 20 10 90 50 25 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 0.99 0.97 0.99 0.97 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1744 1642 1642 1744 1642 1676 1744 1642 Adj Flow Rate, veh/h 42 216 12 26 279 42 11 21 4 95 53 9 Adj No. of Lanes 120120010110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 532 1589 88 624 1494 222 209 373 65 562 551 94 Arrive On Green 1.00 1.00 1.00 0.52 0.52 0.52 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 947 3063 169 1030 2880 428 394 978 172 1227 1445 245 Grp Volume(v), veh/h 42 112 116 26 159 162 36 0 0 95 0 62 Grp Sat Flow(s),veh/h/ln 947 1593 1639 1030 1656 1651 1544 0 0 1227 0 1691 Q Serve(g_s), s 0.4 0.0 0.0 1.0 4.1 4.2 0.0 0.0 0.0 2.8 0.0 1.9 Cycle Q Clear(g_c), s 4.6 0.0 0.0 1.0 4.1 4.2 1.1 0.0 0.0 3.8 0.0 1.9 Prop In Lane 1.00 0.10 1.00 0.26 0.31 0.11 1.00 0.15 Lane Grp Cap(c), veh/h 532 826 850 624 859 856 647 0 0 562 0 645 V/C Ratio(X) 0.08 0.14 0.14 0.04 0.18 0.19 0.06 0.00 0.00 0.17 0.00 0.10 Avail Cap(c_a), veh/h 532 826 850 624 859 856 647 0 0 562 0 645 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.2 0.0 0.0 9.5 10.2 10.3 15.6 0.0 0.0 16.4 0.0 15.9 Incr Delay (d2), s/veh 0.3 0.3 0.3 0.1 0.5 0.5 0.2 0.0 0.0 0.6 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.1 0.3 2.0 2.0 0.5 0.0 0.0 1.5 0.0 0.9 LnGrp Delay(d),s/veh 0.5 0.3 0.3 9.6 10.7 10.8 15.8 0.0 0.0 17.1 0.0 16.2 LnGrp LOS AAAABBB B B Approach Vol, veh/h 270 347 36 157 Approach Delay, s/veh 0.4 10.7 15.8 16.7 Approach LOS ABBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 35.0 45.0 35.0 45.0 Change Period (Y+Rc), s 5.5 4.5 5.5 4.5 Max Green Setting (Gmax), s 29.5 40.5 29.5 40.5 Max Q Clear Time (g_c+I1), s 5.8 6.6 3.1 6.2 Green Ext Time (p_c), s 0.6 2.2 0.7 2.2 Intersection Summary HCM 2010 Ctrl Delay 8.6 HCM 2010 LOS A Timing Report, Sorted By Phase Long Total AM 37: Mathews/Walnut & Mountain RT-in/RT-out at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lt am rt.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 35 45 35 45 Maximum Split (%) 43.8% 56.3% 43.8% 56.3% Minimum Split (s) 29.5 21.5 29.5 21.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 17 10 17 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 44 79 44 79 End Time (s) 79 44 79 44 Yield/Force Off (s) 73.5 39.5 73.5 39.5 Yield/Force Off 170(s) 56.5 29.5 56.5 29.5 Local Start Time (s) 0 35 0 35 Local Yield (s) 29.5 75.5 29.5 75.5 Local Yield 170(s) 12.5 65.5 12.5 65.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 55 Offset: 44 (55%), Referenced to phase 4:EBTL, Start of Red Splits and Phases: 37: Mathews/Walnut & Mountain HCM 2010 Signalized Intersection Summary Long Total PM 37: Mathews/Walnut & Mountain RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 90 355 25 60 385 75 15 50 50 160 60 50 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.93 0.98 0.93 0.98 0.95 0.98 0.93 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 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1744 1642 1642 1744 1642 1676 1744 1642 Adj Flow Rate, veh/h 95 374 20 63 405 58 16 53 16 168 63 15 Adj No. of Lanes 120120010110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 511 1781 95 595 1676 238 117 346 95 476 427 102 Arrive On Green 1.00 1.00 1.00 0.58 0.58 0.58 0.32 0.32 0.32 0.32 0.32 0.32 Sat Flow, veh/h 823 3063 163 869 2883 409 199 1086 298 1167 1341 319 Grp Volume(v), veh/h 95 194 200 63 231 232 85 0 0 168 0 78 Grp Sat Flow(s),veh/h/ln 823 1593 1634 869 1656 1635 1583 0 0 1167 0 1660 Q Serve(g_s), s 1.4 0.0 0.0 2.6 5.4 5.5 0.0 0.0 0.0 5.1 0.0 2.7 Cycle Q Clear(g_c), s 6.9 0.0 0.0 2.6 5.4 5.5 2.9 0.0 0.0 8.0 0.0 2.7 Prop In Lane 1.00 0.10 1.00 0.25 0.19 0.19 1.00 0.19 Lane Grp Cap(c), veh/h 511 926 950 595 963 950 558 0 0 476 0 529 V/C Ratio(X) 0.19 0.21 0.21 0.11 0.24 0.24 0.15 0.00 0.00 0.35 0.00 0.15 Avail Cap(c_a), veh/h 511 926 950 595 963 950 558 0 0 476 0 529 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.4 0.0 0.0 7.6 8.2 8.2 19.6 0.0 0.0 21.1 0.0 19.5 Incr Delay (d2), s/veh 0.8 0.5 0.5 0.4 0.6 0.6 0.6 0.0 0.0 2.0 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.1 0.1 0.7 2.6 2.6 1.4 0.0 0.0 3.2 0.0 1.3 LnGrp Delay(d),s/veh 1.2 0.5 0.5 7.9 8.7 8.8 20.1 0.0 0.0 23.1 0.0 20.1 LnGrp LOS AAAAAAC C C Approach Vol, veh/h 489 526 85 246 Approach Delay, s/veh 0.6 8.7 20.1 22.2 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 30.0 50.0 30.0 50.0 Change Period (Y+Rc), s 5.5 4.5 5.5 4.5 Max Green Setting (Gmax), s 24.5 45.5 24.5 45.5 Max Q Clear Time (g_c+I1), s 10.0 8.9 4.9 7.5 Green Ext Time (p_c), s 1.1 4.2 1.2 4.2 Intersection Summary HCM 2010 Ctrl Delay 8.9 HCM 2010 LOS A Timing Report, Sorted By Phase Long Total PM 37: Mathews/Walnut & Mountain RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rt.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 30 50 30 50 Maximum Split (%) 37.5% 62.5% 37.5% 62.5% Minimum Split (s) 29.5 21.5 29.5 21.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 17 10 17 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 68 18 68 18 End Time (s) 18 68 18 68 Yield/Force Off (s) 12.5 63.5 12.5 63.5 Yield/Force Off 170(s) 75.5 53.5 75.5 53.5 Local Start Time (s) 0 30 0 30 Local Yield (s) 24.5 75.5 24.5 75.5 Local Yield 170(s) 7.5 65.5 7.5 65.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 55 Offset: 68 (85%), Referenced to phase 4:EBTL, Start of Red Splits and Phases: 37: Mathews/Walnut & Mountain HCM 2010 TWSC Long Total AM 2: Mountain/Walnut & Chestnut RT-in/RT-out at Walnut Fort Collins CBD Hotel 2/23/2015 Synchro 9 Light Report Delich Associates lt am rt.syn Intersection Int Delay, s/veh 1.3 Movement SEL SET NWT NWR SWL SWR Vol, veh/h 0 0 130 25 0 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - 20 - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 137 26 0 26 Major/Minor Major2 Minor2 Conflicting Flow All - 0 137 137 Stage 1 - - 137 - Stage 2 - - 0 - Critical Hdwy - - 7.12 6.22 Critical Hdwy Stg 1 - - 6.12 - Critical Hdwy Stg 2 - - - - Follow-up Hdwy - - 3.518 3.318 Pot Cap-1 Maneuver - - 834 911 Stage 1 - - 866 - Stage 2 - - - - Platoon blocked, % - - Mov Cap-1 Maneuver - - 834 911 Mov Cap-2 Maneuver - - 834 - Stage 1 - - 866 - Stage 2 - - - - Approach NW SW HCM Control Delay, s 0 9.1 HCM LOS A Minor Lane/Major Mvmt NWT NWRSWLn1 Capacity (veh/h) - - 911 HCM Lane V/C Ratio - - 0.029 HCM Control Delay (s) - - 9.1 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - 0.1 Lanes and Geometrics Long Total AM 2: Mountain/Walnut & Chestnut RT-in/RT-out at Walnut Fort Collins CBD Hotel 2/23/2015 Synchro 9 Light Report Delich Associates lt am rt.syn Lane Group SEL SET NWT NWR SWL SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 20 0 0 Storage Lanes 0 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.865 Flt Protected Satd. Flow (prot) 0 0 1863 1583 0 1611 Flt Permitted Satd. Flow (perm) 0 0 1863 1583 0 1611 Link Speed (mph) 30 30 30 Link Distance (ft) 144 121 362 Travel Time (s) 3.3 2.8 8.2 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 2: Mountain/Walnut & Chestnut RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rt.syn Intersection Int Delay, s/veh 1.1 Movement SEL SET NWT NWR SWL SWR Vol, veh/h 0 0 215 25 0 30 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - 20 - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 226 26 0 32 Major/Minor Major2 Minor2 Conflicting Flow All - 0 226 226 Stage 1 - - 226 - Stage 2 - - 0 - Critical Hdwy - - 7.12 6.22 Critical Hdwy Stg 1 - - 6.12 - Critical Hdwy Stg 2 - - - - Follow-up Hdwy - - 3.518 3.318 Pot Cap-1 Maneuver - - 729 813 Stage 1 - - 777 - Stage 2 - - - - Platoon blocked, % - - Mov Cap-1 Maneuver - - 729 813 Mov Cap-2 Maneuver - - 729 - Stage 1 - - 777 - Stage 2 - - - - Approach NW SW HCM Control Delay, s 0 9.6 HCM LOS A Minor Lane/Major Mvmt NWT NWRSWLn1 Capacity (veh/h) - - 813 HCM Lane V/C Ratio - - 0.039 HCM Control Delay (s) - - 9.6 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - 0.1 Lanes and Geometrics Long Total PM 2: Mountain/Walnut & Chestnut RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rt.syn Lane Group SEL SET NWT NWR SWL SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 20 0 0 Storage Lanes 0 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.865 Flt Protected Satd. Flow (prot) 0 0 1863 1583 0 1611 Flt Permitted Satd. Flow (perm) 0 0 1863 1583 0 1611 Link Speed (mph) 30 30 30 Link Distance (ft) 160 174 314 Travel Time (s) 3.6 4.0 7.1 Intersection Summary Area Type: Other HCM 2010 Signalized Intersection Summary Long Total AM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lt am rt.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 55 500 20 295 595 35 25 165 145 50 180 40 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 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 Adj Sat Flow, veh/h/ln 1676 1493 1642 1676 1496 1642 1676 1676 1676 1676 1676 1642 Adj Flow Rate, veh/h 58 526 18 311 626 33 26 174 22 53 189 14 Adj No. of Lanes 120120111120 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 15 15 2 15 15 222222 Cap, veh/h 508 1937 66 570 1902 100 239 328 278 199 587 43 Arrive On Green 0.69 0.69 0.69 0.69 0.69 0.69 0.20 0.20 0.20 0.20 0.20 0.20 Sat Flow, veh/h 695 2800 96 773 2748 145 1055 1676 1421 1062 3003 220 Grp Volume(v), veh/h 58 266 278 311 324 335 26 174 22 53 99 104 Grp Sat Flow(s),veh/h/ln 695 1419 1476 773 1422 1471 1055 1676 1421 1062 1593 1631 Q Serve(g_s), s 2.9 5.7 5.7 20.4 7.3 7.3 1.7 7.5 1.0 3.8 4.3 4.4 Cycle Q Clear(g_c), s 10.2 5.7 5.7 26.1 7.3 7.3 6.1 7.5 1.0 11.2 4.3 4.4 Prop In Lane 1.00 0.06 1.00 0.10 1.00 1.00 1.00 0.14 Lane Grp Cap(c), veh/h 508 982 1022 570 984 1018 239 328 278 199 311 319 V/C Ratio(X) 0.11 0.27 0.27 0.55 0.33 0.33 0.11 0.53 0.08 0.27 0.32 0.32 Avail Cap(c_a), veh/h 508 982 1022 570 984 1018 329 472 400 290 448 459 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 6.9 4.7 4.7 9.6 4.9 4.9 30.3 28.9 26.3 33.9 27.6 27.6 Incr Delay (d2), s/veh 0.5 0.7 0.7 3.7 0.9 0.9 0.2 1.3 0.1 0.7 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 2.4 2.5 4.9 3.0 3.1 0.5 3.6 0.4 1.1 1.9 2.0 LnGrp Delay(d),s/veh 7.4 5.4 5.3 13.4 5.8 5.8 30.5 30.2 26.4 34.6 28.2 28.2 LnGrp LOS AAABAACCCCCC Approach Vol, veh/h 602 970 222 256 Approach Delay, s/veh 5.5 8.2 29.9 29.5 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 59.9 20.1 59.9 20.1 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 47.5 21.5 47.5 21.5 Max Q Clear Time (g_c+I1), s 12.2 9.5 28.1 13.2 Green Ext Time (p_c), s 8.6 1.3 7.2 1.1 Intersection Summary HCM 2010 Ctrl Delay 12.4 HCM 2010 LOS B Timing Report, Sorted By Phase Long Total AM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 2/22/2015 Synchro 9 Light Report Delich Associates lt am rt.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max None Maximum Split (s) 53 27 53 27 Maximum Split (%) 66.3% 33.8% 66.3% 33.8% Minimum Split (s) 28.5 25.5 28.5 26.5 Yellow Time (s) 3.5 3 3.5 3.5 All-Red Time (s) 2 2.5 2 2 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 16 13 16 14 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 2 55 2 55 End Time (s) 55 2 55 2 Yield/Force Off (s) 49.5 76.5 49.5 76.5 Yield/Force Off 170(s) 33.5 63.5 33.5 62.5 Local Start Time (s) 27 0 27 0 Local Yield (s) 74.5 21.5 74.5 21.5 Local Yield 170(s) 58.5 8.5 58.5 7.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 55 (69%), Referenced to phase 2:SETL, Start of Red Splits and Phases: 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) HCM 2010 Signalized Intersection Summary Long Total PM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rt.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 60 645 70 250 565 45 40 245 325 75 290 65 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 0.99 0.98 0.99 0.95 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 Adj Sat Flow, veh/h/ln 1644 1501 1642 1644 1497 1642 1676 1676 1676 1676 1676 1642 Adj Flow Rate, veh/h 63 679 66 263 595 41 42 258 168 79 305 40 Adj No. of Lanes 120120111120 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 4 15 15 4 15 15 222222 Cap, veh/h 436 1594 155 386 1642 113 265 468 391 217 787 102 Arrive On Green 0.61 0.61 0.61 0.61 0.61 0.61 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 696 2620 254 629 2698 186 920 1676 1400 856 2818 365 Grp Volume(v), veh/h 63 369 376 263 313 323 42 258 168 79 171 174 Grp Sat Flow(s),veh/h/ln 696 1426 1449 629 1423 1462 920 1676 1400 856 1593 1590 Q Serve(g_s), s 4.0 10.9 11.0 30.4 8.8 8.9 3.1 10.5 7.9 6.9 6.9 7.1 Cycle Q Clear(g_c), s 12.9 10.9 11.0 41.4 8.8 8.9 10.2 10.5 7.9 17.4 6.9 7.1 Prop In Lane 1.00 0.18 1.00 0.13 1.00 1.00 1.00 0.23 Lane Grp Cap(c), veh/h 436 868 881 386 865 889 265 468 391 217 445 444 V/C Ratio(X) 0.14 0.43 0.43 0.68 0.36 0.36 0.16 0.55 0.43 0.36 0.38 0.39 Avail Cap(c_a), veh/h 436 868 881 386 865 889 313 555 464 261 528 527 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.97 0.97 1.00 1.00 1.00 Uniform Delay (d), s/veh 11.1 8.3 8.3 19.2 7.9 7.9 27.5 24.6 23.6 32.0 23.3 23.3 Incr Delay (d2), s/veh 0.7 1.5 1.5 9.3 1.2 1.1 0.3 1.0 0.7 1.0 0.5 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 4.7 4.8 6.3 3.7 3.9 0.8 5.0 3.1 1.7 3.1 3.2 LnGrp Delay(d),s/veh 11.8 9.8 9.8 28.6 9.0 9.0 27.7 25.5 24.3 33.0 23.8 23.9 LnGrp LOS B A A C A A CCCCCC Approach Vol, veh/h 808 899 468 424 Approach Delay, s/veh 10.0 14.7 25.3 25.6 Approach LOS A B C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 53.2 26.8 53.2 26.8 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 43.5 25.5 43.5 25.5 Max Q Clear Time (g_c+I1), s 14.9 12.5 43.4 19.4 Green Ext Time (p_c), s 9.6 2.9 0.1 1.9 Intersection Summary HCM 2010 Ctrl Delay 16.9 HCM 2010 LOS B Timing Report, Sorted By Phase Long Total PM 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rt.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max None Maximum Split (s) 49 31 49 31 Maximum Split (%) 61.3% 38.8% 61.3% 38.8% Minimum Split (s) 28.5 25.5 28.5 26.5 Yellow Time (s) 3.5 3 3.5 3.5 All-Red Time (s) 2 2.5 2 2 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 16 13 16 14 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 33 2 33 2 End Time (s) 2 33 2 33 Yield/Force Off (s) 76.5 27.5 76.5 27.5 Yield/Force Off 170(s) 60.5 14.5 60.5 13.5 Local Start Time (s) 31 0 31 0 Local Yield (s) 74.5 25.5 74.5 25.5 Local Yield 170(s) 58.5 12.5 58.5 11.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 2 (3%), Referenced to phase 2:SETL, Start of Red Splits and Phases: 38: Mountain/Lincoln & Riverside (State 14)/Jefferson (State 14) HCM 2010 TWSC Long Total AM 1: Chestnut/Driveway & Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates lt am rt.syn Intersection Int Delay, s/veh 0.4 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 0 455 40 0 580 5 0 0 25 0 0 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 0 - - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 479 42 0 611 5 0 0 26 0 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 616 0 0 521 0 0 805 1116 500 1113 1134 308 Stage 1 - - - - - - 500 500 - 613 613 - Stage 2 - - - - - - 305 616 - 500 521 - Critical Hdwy 4.14 - - 4.12 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.22 - - 2.218 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 960 - - 1045 - - 287 207 570 174 202 689 Stage 1 - - - - - - 552 542 - 447 482 - Stage 2 - - - - - - 680 481 - 552 531 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 960 - - 1045 - - 283 207 570 166 202 689 Mov Cap-2 Maneuver - - - - - - 283 207 - 166 202 - Stage 1 - - - - - - 552 542 - 447 482 - Stage 2 - - - - - - 670 481 - 527 531 - Approach SE NW NE SW HCM Control Delay, s 0 0 11.6 10.3 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 570 1045 - - 960 - - 689 HCM Lane V/C Ratio 0.046 ------ 0.015 HCM Control Delay (s) 11.6 0 - - 0 - - 10.3 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 Lanes and Geometrics Long Total AM 1: Chestnut/Driveway & Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates lt am rt.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 1 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.989 0.999 0.865 0.865 Flt Protected Satd. Flow (prot) 0 1842 0 0 3536 0 0 0 1611 0 0 1611 Flt Permitted Satd. Flow (perm) 0 1842 0 0 3536 0 0 0 1611 0 0 1611 Link Speed (mph) 30 30 30 30 Link Distance (ft) 480 516 362 191 Travel Time (s) 10.9 11.7 8.2 4.3 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 1: Chestnut/Driveway & Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rt.syn Intersection Int Delay, s/veh 0.6 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 0 575 40 0 620 5 0 0 50 0 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 605 42 0 653 5 0 0 53 0 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 658 0 0 647 0 0 952 1284 626 1308 1302 329 Stage 1 - - - - - - 626 626 - 655 655 - Stage 2 - - - - - - 326 658 - 653 647 - Critical Hdwy 4.14 - - 4.12 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.22 - - 2.218 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 926 - - 939 - - 226 164 483 126 160 667 Stage 1 - - - - - - 471 476 - 422 462 - Stage 2 - - - - - - 661 460 - 455 466 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 926 - - 939 - - 224 164 483 112 160 667 Mov Cap-2 Maneuver - - - - - - 224 164 - 112 160 - Stage 1 - - - - - - 471 476 - 422 462 - Stage 2 - - - - - - 656 460 - 405 466 - Approach SE NW NE SW HCM Control Delay, s 0 0 13.4 10.4 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 483 939 - - 926 - - 667 HCM Lane V/C Ratio 0.109 ------ 0.008 HCM Control Delay (s) 13.4 0 - - 0 - - 10.4 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.4 0 - - 0 - - 0 Lanes and Geometrics Long Total PM 1: Chestnut/Driveway & Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rt.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.991 0.999 0.865 0.865 Flt Protected Satd. Flow (prot) 0 1846 0 0 3536 0 0 1611 0 0 1611 0 Flt Permitted Satd. Flow (perm) 0 1846 0 0 3536 0 0 1611 0 0 1611 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 466 530 314 199 Travel Time (s) 10.6 12.0 7.1 4.5 Intersection Summary Area Type: Other HCM 2010 Signalized Intersection Summary Long Total AM 39: Linden & Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates lt am rt.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 25 480 10 25 510 70 10 30 40 55 35 30 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.91 0.91 0.95 0.90 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 Adj Sat Flow, veh/h/ln 1676 1491 1642 1676 1508 1642 1642 1744 1642 1676 1676 1676 Adj Flow Rate, veh/h 26 505 11 26 537 67 11 32 5 58 37 3 Adj No. of Lanes 110120010111 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 15 15 2 15 15 222222 Cap, veh/h 555 1036 23 534 1827 227 93 219 30 309 303 232 Arrive On Green 0.71 0.71 0.71 0.71 0.71 0.71 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 730 1453 32 793 2562 319 211 1213 166 1165 1676 1287 Grp Volume(v), veh/h 26 0 516 26 299 305 48 0 0 58 37 3 Grp Sat Flow(s),veh/h/ln 730 0 1485 793 1432 1449 1590 0 0 1165 1676 1287 Q Serve(g_s), s 1.1 0.0 12.2 1.2 6.1 6.1 0.0 0.0 0.0 0.9 1.5 0.2 Cycle Q Clear(g_c), s 7.2 0.0 12.2 13.4 6.1 6.1 1.9 0.0 0.0 2.8 1.5 0.2 Prop In Lane 1.00 0.02 1.00 0.22 0.23 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 555 0 1059 534 1021 1033 343 0 0 309 303 232 V/C Ratio(X) 0.05 0.00 0.49 0.05 0.29 0.29 0.14 0.00 0.00 0.19 0.12 0.01 Avail Cap(c_a), veh/h 555 0 1059 534 1021 1033 601 0 0 506 587 450 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.93 0.00 0.93 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 5.5 0.0 5.0 8.0 4.2 4.2 27.6 0.0 0.0 27.9 27.5 26.9 Incr Delay (d2), s/veh 0.1 0.0 1.5 0.2 0.7 0.7 0.2 0.0 0.0 0.3 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 5.3 0.3 2.5 2.6 0.9 0.0 0.0 1.1 0.7 0.1 LnGrp Delay(d),s/veh 5.6 0.0 6.5 8.2 4.9 4.9 27.8 0.0 0.0 28.2 27.6 26.9 LnGrp LOS A AAAAC CCC Approach Vol, veh/h 542 630 48 98 Approach Delay, s/veh 6.5 5.0 27.8 28.0 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 61.6 18.4 61.6 18.4 Change Period (Y+Rc), s * 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s * 44 27.0 42.5 27.0 Max Q Clear Time (g_c+I1), s 14.2 3.9 15.4 4.8 Green Ext Time (p_c), s 4.8 0.5 4.8 0.5 Intersection Summary HCM 2010 Ctrl Delay 8.2 HCM 2010 LOS A Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Long Total AM 39: Linden & Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 3/13/2015 Synchro 9 Light Report Delich Associates lt am rt.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 48 32 48 32 Maximum Split (%) 60.0% 40.0% 60.0% 40.0% Minimum Split (s) 21.5 24 26.5 24 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1222 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 14 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 11 59 11 59 End Time (s) 59 11 59 11 Yield/Force Off (s) 54.5 6 53.5 6 Yield/Force Off 170(s) 44.5 74 39.5 74 Local Start Time (s) 32 0 32 0 Local Yield (s) 75.5 27 74.5 27 Local Yield 170(s) 65.5 15 60.5 15 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 59 (74%), Referenced to phase 2:SETL and 6:NWTL, Start of Red Splits and Phases: 39: Linden & Jefferson (State 14) HCM 2010 Signalized Intersection Summary Long Total PM 39: Linden & Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rt.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 25 545 30 35 540 90 35 55 95 145 70 60 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.97 0.92 0.92 0.96 0.90 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 Adj Sat Flow, veh/h/ln 1644 1495 1642 1644 1508 1642 1642 1744 1642 1676 1676 1676 Adj Flow Rate, veh/h 26 574 30 37 568 79 37 58 48 153 74 11 Adj No. of Lanes 110120010111 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 4 15 15 4 15 15 222222 Cap, veh/h 484 943 49 408 1686 234 114 161 110 331 375 288 Arrive On Green 0.67 0.67 0.67 0.67 0.67 0.67 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 687 1407 74 717 2515 349 256 718 492 1107 1676 1288 Grp Volume(v), veh/h 26 0 604 37 323 324 143 0 0 153 74 11 Grp Sat Flow(s),veh/h/ln 687 0 1480 717 1432 1432 1467 0 0 1107 1676 1288 Q Serve(g_s), s 1.3 0.0 18.2 2.4 7.7 7.7 0.9 0.0 0.0 4.2 2.9 0.5 Cycle Q Clear(g_c), s 9.1 0.0 18.2 20.6 7.7 7.7 6.2 0.0 0.0 10.5 2.9 0.5 Prop In Lane 1.00 0.05 1.00 0.24 0.26 0.34 1.00 1.00 Lane Grp Cap(c), veh/h 484 0 992 408 960 960 385 0 0 331 375 288 V/C Ratio(X) 0.05 0.00 0.61 0.09 0.34 0.34 0.37 0.00 0.00 0.46 0.20 0.04 Avail Cap(c_a), veh/h 484 0 992 408 960 960 440 0 0 374 440 338 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.85 0.00 0.85 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 7.6 0.0 7.4 13.1 5.6 5.6 26.5 0.0 0.0 28.3 25.2 24.3 Incr Delay (d2), s/veh 0.2 0.0 2.4 0.4 0.9 1.0 0.6 0.0 0.0 1.0 0.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 7.9 0.5 3.2 3.2 2.8 0.0 0.0 3.2 1.4 0.2 LnGrp Delay(d),s/veh 7.7 0.0 9.7 13.5 6.6 6.6 27.1 0.0 0.0 29.3 25.5 24.4 LnGrp LOS A ABAAC CCC Approach Vol, veh/h 630 684 143 238 Approach Delay, s/veh 9.6 6.9 27.1 27.9 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 58.1 21.9 58.1 21.9 Change Period (Y+Rc), s * 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s * 51 20.0 49.5 20.0 Max Q Clear Time (g_c+I1), s 20.2 8.2 22.6 12.5 Green Ext Time (p_c), s 5.8 1.2 5.7 0.9 Intersection Summary HCM 2010 Ctrl Delay 12.6 HCM 2010 LOS B Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Long Total PM 39: Linden & Jefferson (State 14) RT-in/RT-out at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates lt pm rt.syn Phase Number 2468 Movement SETL NETL NWTL SWTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 55 25 55 25 Maximum Split (%) 68.8% 31.3% 68.8% 31.3% Minimum Split (s) 21.5 24 26.5 24 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1222 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 14 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 17 72 17 72 End Time (s) 72 17 72 17 Yield/Force Off (s) 67.5 12 66.5 12 Yield/Force Off 170(s) 57.5 0 52.5 0 Local Start Time (s) 25 0 25 0 Local Yield (s) 75.5 20 74.5 20 Local Yield 170(s) 65.5 8 60.5 8 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 72 (90%), Referenced to phase 2:SETL and 6:NWTL, Start of Red Splits and Phases: 39: Linden & Jefferson (State 14) APPENDIX J Mountain Laporte College Remington Mathews Linden Chestnut Pine Jefferson Riverside Lincoln Walnut Maple SITE SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Fort Collins CBD Hotel TIS, March 2015 Pedestrian LOS Worksheet Project Location Classification: Pedestrian District Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Commercial area to the north of the site Commercial Minimum A A B A A 1 Actual A A B A A Proposed A A B A A Commercial area adjacent to the site Commercial Minimum A A B A A 2 Actual A A A A A Proposed A A A A A Commercial area to the east of the site Commercial Minimum A A B A A 3 Actual A A B A A Proposed A A B A A Commercial area to the south of the site Commercial Minimum A A B A A 4 Actual A A B A A Proposed A A B A A Residential area to the southeast of the site Residential Minimum A A B A A 5 Actual A A B A A Proposed A A B A A Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed Mountain Laporte College Remington Mathews Linden Chestnut Pine Jefferson Riverside Lincoln Walnut Maple SITE SCALE: 1"=500' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Fort Collins CBD Hotel TIS, February 2015 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C B B Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification Commercial area to the 1 north of the site Commercial C A A Commercial area to the 2 north of the site Commercial C A A Commercial area to the 3 east of the site Commercial C A A Commercial area to the south of the site 4 Commercial C A A 480/545 10/30 70/90 510/540 25/35 455/575 40/40 25/50 10/5 5/5 580/620 AM/PM Rounded to Nearest 5 Vehicles 595/565 295/250 10/35 30/55 40/95 30/60 35/70 55/145 25/25 480/545 10/30 70/90 510/540 25/35 455/575 25/25 15/30 10/5 5/5 580/620 259/217 Linden Jefferson Walnut Riverside Mathews 22/28 24/24 Chestnut 79/137 41/53 22/45 5/13 19/43 NOM 9/44 22/54 228/332 60/64 24/24 14/18 NOM 10/13 12/15 393/495 22/21 10/25 7/2 4/1 496/534 50/60 25/50 AM/PM Rounded to Nearest 5 Vehicles 455/575 10/10 10/25 10/5 5/5 580/620 Linden Chestnut Jefferson Walnut Riverside Mathews 79/137 41/53 22/45 402/515 14/56 28/36 486/464 231/191 Linden Chestnut Jefferson Walnut Riverside Mathews 75/130 39/50 21/43