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HomeMy WebLinkAboutVILLAGE ON HORSETOOTH (AFFORDABLE HOUSING) - PDP - PDP160025 - REPORTS - RECOMMENDATION/REPORT W/ATTACHMENTS (14)DELICH Village on Horsetooth TIS, August 2016 ASSOCIATES Road. At the Horsetooth/Seneca intersection, Seneca Street has a northbound left-turn lane and a northbound right-turn lane. The posted speed limit in this area of Seneca Street is 25 mph. There are bike lanes on Seneca Street. Existing Traffic/Operation Recent peak hour traffic counts at the Horsetooth/Seneca intersection are shown in Figure 4. Traffic counts at the Horsetooth/Seneca intersection were obtained in August 2014 by the City of Fort Collins. This count reflects a school time condition. Raw traffic count data is provided in Appendix B. The recent traffic counts were factored by two percent per year to reflect Year 2016 traffic volumes. The factored (Year 2016) recent peak hour traffic is shown in Figure 5. Using the volumes shown in Figure 5, the current peak hour operation at the Horsetooth/Seneca intersection is shown in Table 1. Calculation forms for these analyses are provided in Appendix C. The Horsetooth/Seneca intersection was analyzed using the signalized intersection techniques from the 2010 Highway Capacity Manual (2010 HCM). 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 showing the Fort Collins Motor Vehicle LOS Standards (Intersections) is also provided in Appendix C. This site is in an area termed “low density mixed-use” on the Fort Collins Structure Plan. In areas termed “low density mixed-use,” acceptable overall operation at signalized intersections during the peak hours is defined as level of service D or better. At signalized intersections, acceptable operation of any leg and any movement is level of service E. At unsignalized intersections, acceptable operation during the peak hours is defined as level of service D overall and level of service F for any approach leg for an arterial/collector, arterial/ local, collector/local, and local/local intersection. As can be seen in Table 1, the Horsetooth/Seneca intersection is currently operating acceptably with existing control and geometry. Trip Generation/Trip Distribution/Trip Assignment Trip Generation, 9 th Edition, ITE was used to estimate the daily and peak hour trip generation for the Village on Horsetooth. From this reference, the rates for Apartment (Code 220) were used to estimate the daily and peak hour trip generation as shown in Table 2. The trip generation resulted in 638 daily trip ends, 49 morning peak hour trip ends, and 60 afternoon peak hour trip ends. The trip distribution for the Village on Horsetooth is shown in Figure 6. Figure 7 shows the site generated peak hour traffic. Background/Total Traffic Projections Background traffic projections for the short range (2021) future horizon were obtained by factoring the current traffic volumes by two percent per year. Figure 8 shows the short range (2021) background peak hour traffic at the Horsetooth/Seneca DELICH Village on Horsetooth TIS, August 2016 ASSOCIATES intersection. This forecast also includes traffic generated by the future townhomes to the west of the Village on Horsetooth. The traffic volumes generated by the proposed Village on Horsetooth were added to the background traffic volumes to produce the total traffic volume forecasts for the short range (2021) future. Figure 9 shows the short range (2021) total peak hour traffic at the key intersections. Operation Analysis Table 3 shows the short range (2021) background morning and afternoon peak hour operation at the Horsetooth/Seneca intersection. The Horsetooth/Seneca intersection will operate at acceptable levels of service. Calculation forms for these analyses are provided in Appendix D. Table 4 shows the short range (2021) total morning and afternoon peak hour operation at the Horsetooth/Seneca and Horsetooth/Site Access intersections. The Horsetooth/Seneca and Horsetooth/Site Access intersections will operate at acceptable levels of service. Calculation forms for these analyses are provided in Appendix E. Birmingham Drive Connection At the request of the City, an analysis was conducted to determine the impact of connecting Birmingham Drive, through the Village on Horsetooth site, to Horsetooth Road as a public street. Under this circumstance, some of the existing dwelling units, primarily along Birmingham Drive, would have an alternative route to Horsetooth Road. Currently, the primary route to Horsetooth Road is via Big Ben Drive. In a neighborhood open house, concern related to the operation of the Horsetooth/Big Ben-Crescent intersection was expressed, with this connection. In order to understand the impacts, peak hour traffic counts were obtained at the Horsetooth/Big Ben-Crescent intersection. The peak hour traffic counts at the Horsetooth/Big Ben-Crescent intersection are shown in Figure 10. Along with the counts themselves, the delay to the southbound leg of Big Ben Drive and the northbound leg of Crescent Drive were obtained. This was done to compare the actual/ observed delay to the calculated delay for these specific legs. Table 5 shows the peak hour operation at this intersection along with the calculated and observed delay on the minor street legs. Calculation forms are provided in Appendix F. Based upon the observed delay at the Horsetooth/Big Ben-Crescent intersection, the average observed delay for the northbound movements was 9.4 seconds per vehicle in the morning peak hour and 9.1 seconds per vehicle in the afternoon peak hour. The shortest observed delay was one second in both peak hours. The longest observed delay in the morning peak hour was 30 seconds and the longest observed delay in the afternoon peak hour was 26 seconds. The average observed delay for the southbound movements was 11.5 seconds per vehicle in the morning peak hour and 20.9 seconds per vehicle in the afternoon peak hour. The shortest observed delay was one second in both peak hours. DELICH Village on Horsetooth TIS, August 2016 ASSOCIATES The longest observed delay in the morning peak hour was 36 seconds and the longest observed delay in the afternoon peak hour was 65 seconds. Comparing the average observed delay and the calculated delay, indicates that the calculated delay is on the order of twice that of the average observed delay. The average observed delay is 1-2 level of service categories better than the calculated delay. This is presented as a point of information with regard to the level of service at stop sign controlled intersections. The short range (2021) total traffic forecast, from Figure 9, was applied to the through traffic on Horsetooth Road. The resulting short range (2021) total peak hour traffic at the Horsetooth/Big Ben-Crescent and Horsetooth/Site Access intersections is shown in Figure 11. This traffic forecast reflects no connection of Birmingham Drive through the Village on Horsetooth property. The operation and calculated delay are shown in Table 6. Calculations forms are provided in Appendix G. The redistribution of the traffic for the extension of Birmingham Drive through the Village on Horsetooth property was conducted using a minimum path analysis to determine the number of existing dwelling units in the area that would take this route. For trips to/from the east on Horsetooth Road, it was determined that the minimum path for 36 dwelling units would be through the Village on Horsetooth property. For trips to/from the west on Horsetooth Road, it was determined that the minimum path for 9 dwelling units would be through the subject property. Figure 12 shows the additional traffic at the Horsetooth/Site Access (Birmingham) intersection with a motor vehicle connection through the subject property to Horsetooth Road. Also shown on Figure 12 is the change in traffic at the Horsetooth/Big Ben-Crescent intersection. Table 7 shows the level of service and calculated delay for both intersections with the connection. Calculation forms are provided in Appendix H. A comparison of the operation shown in Tables 6 and 7 indicate that the level of service of the Horsetooth/Site Access (Birmingham) and Horsetooth/Big Ben-Crescent intersections will not change with the extension of Birmingham Drive, through the Village on Horsetooth property to Horsetooth Road. Therefore, there is little benefit to provide this connection. Geometry The approach geometry at the Horsetooth/Site Access intersection was evaluated using Figures 8-1 and 8-4 in the Larimer County Urban Area Street Standards (LCUASS). Since Horsetooth Road is an arterial street, left-turn lanes are required at all intersections and all full-movement accesses. Currently, there is a two-way continuous left-turn lane on Horsetooth Road. With regard to the right-turn lane evaluation, the highest right-turning volume (37 vehicles per hour (vph) in Figure 12) will not warrant a separate right-turn lane at the Horsetooth/Site Access intersection. As the traffic volumes increase beyond those forecasted for the year 2021, the right-turn lane will not be warranted. Figure 13 shows a schematic of the short range (2021) geometry. The geometry shown in Figure 13 will be that which will be required with or without the extension of Birmingham Drive. DELICH Village on Horsetooth TIS, August 2016 ASSOCIATES Pedestrian Level of Service The Village on Horsetooth site is in an area within which the City requires pedestrian and bicycle level of service evaluations. Appendix I shows a map of the area that is within 1320 feet of the Village on Horsetooth site. The Village on Horsetooth site is located within an area termed as “all other areas,” which sets the pedestrian level of service threshold at LOS C for all measured categories. There are four destination areas within 1320 feet of the proposed Village on Horsetooth: 1) the residential neighborhood to the west and northwest of the site, 2) the residential neighborhood to the east of the site, 3) the residential neighborhood to the south of the site, and 4) the residential neighborhood to the southwest of the site. Appendix I contains a Pedestrian LOS Worksheet. Destination area 4 is not in the City of Fort Collins. By choice of the residents, sidewalks do not exist in this area. The continuity measure would be achieved when sidewalks are built in this area. Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there are no destination areas within 1320 feet of the Village on Horsetooth site. This site will be directly connected to the bike lanes on Horsetooth Road. Transit Level of Service Currently, this area is served by Transfort Route 12 along Horsetooth Road and Taft Hill Road. The transit service is acceptable. There are bus stops to the east of Seneca Street. These bus stops are accessible via the existing and future sidewalks. There is a signal controlled pedestrian crossing of Horsetooth Road on the east side of Seneca Street that provides access to the Route 12 bus stop on the south side of Horsetooth Road. Conclusions It is concluded that the Horsetooth/Seneca and Horsetooth/Site Access intersections will operate acceptably with recommended geometry and control, regardless if Birmingham Drive is extended to Horsetooth Road through the Village on Horsetooth property. Comparing the observed delay and the calculated delay at the Horsetooth/Big Ben-Crescent intersection, indicates that the calculated delay is on the order of twice that of the average observed delay. The level of service of the Horsetooth/Site Access (Birmingham) and Horsetooth/Big Ben-Crescent intersections will not change with the extension of Birmingham Drive, through the Village on Horsetooth property, to Horsetooth Road. There is little benefit to provide this connection. No further transportation analyses are required at this time. LCR38E Horsetooth Taft Hill eneca Seneca Dunbar Birmingham Shields SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Village on Horsetooth TIS, August 2016 SCALE: 1"=100' SITE PLAN Figure 2 DELICH ASSOCIATES Village on Horsetooth TIS, August 2016 EXISTING INTERSECTION GEOMETRY Figure 3 DELICH ASSOCIATES Village on Horsetooth TIS, August 2016 Horsetooth Seneca - Denotes Lane _ Two-way Continuous Left-turn Lane AM/PM RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Village on Horsetooth TIS, August 2016 242/616 76/121 541/500 55/44 48/21 205/88 Horsetooth Seneca AM/PM FACTORED (YEAR 2016) RECENT PEAK HOUR TRAFFIC Figure 5 DELICH ASSOCIATES Village on Horsetooth TIS, August 2016 252/641 79/126 563/520 57/46 50/22 213/92 Horsetooth Seneca DELICH Village on Horsetooth TIS, August 2016 ASSOCIATES TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Horsetooth/Seneca (signal) EB T A A EB RT A A EB APPROACH A A WB LT A A WB T A A WB APPROACH A A NB LT D C NB RT D C NB APPROACH D C OVERALL A A TABLE 2 Trip Generation for the Village on Horsetooth Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 220 Apartment 96 D.U. 6.65 638 0.10 10 0.41 39 0.40 39 0.22 21 Horsetooth Seneca 30% 65% 5% SCALE: 1"=400' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Village on Horsetooth TIS, August 2016 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Village on Horsetooth TIS, August 2016 6/25 25/14 2/1 1/2 12/6 27/15 7/27 3/12 Horsetooth Seneca Site Access AM/PM SHORT RANGE (2021) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Village on Horsetooth TIS, August 2016 278/708 85/139 629/577 63/51 55/24 235/102 Horsetooth Seneca AM/PM SHORT RANGE (2021) TOTAL PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Village on Horsetooth TIS, August 2016 286/733 85/139 654/591 65/52 56/26 235/102 12/6 27/15 7/27 335/738 3/12 692/628 Horsetooth Seneca Site Access DELICH Village on Horsetooth TIS, August 2016 ASSOCIATES TABLE 3 Short Range (2021) Background Peak Hour Operation Intersection Movement Level of Service AM PM Horsetooth/Seneca (signal) EB T A A EB RT A A EB APPROACH A A WB LT A A WB T A A WB APPROACH A A NB LT D C NB RT D C NB APPROACH D C OVERALL A A TABLE 4 Short Range (2021) Total Peak Hour Operation Intersection Movement Level of Service AM PM Horsetooth/Seneca (signal) EB T A A EB RT A A EB APPROACH A A WB LT A A WB T A A WB APPROACH A A NB LT D C NB RT D C NB APPROACH D C OVERALL A A Horsetooth/Site Access (stop sign) SB LT D E SB RT B B SB APPROACH C D EB LT A A OVERALL A A AM/PM RECENT PEAK HOUR TRAFFIC AT THE HORSETOOTH/BIG BEN- CRESCENT INTERSECTION Figure 10 DELICH ASSOCIATES Village on Horsetooth TIS, August 2016 Horsetooth Crescent Big Ben 2/3 0/0 14/9 7/4 0/0 37/16 3/3 529/519 0/4 7/32 284/691 9/26 DELICH Village on Horsetooth TIS, August 2016 ASSOCIATES TABLE 5 Recent Peak Hour Operation Showing Calculated and Observed Delay on Minor Street Legs at the Horsetooth/Big Ben-Crescent Intersection Intersection Movement Level of Service AM Calculated Delay (secs.) Observed Delay (secs.) PM Calculated Delay (secs.) Observed Delay (secs.) Horsetooth/Big Ben- Crescent (stop sign) NB LT/T/RT B 13.9 9.4 C 18.5 9.1 SB LT/T/RT C 24.0 11.5 E 37.0 20.9 EB LT A A WB LT A A OVERALL A A AM/PM SHORT RANGE (2021) TOTAL PEAK HOUR TRAFFIC WITHOUT BIRMINGHAM EXTENSION Figure 11 DELICH ASSOCIATES Village on Horsetooth TIS, August 2016 Horsetooth Crescent 12/6 27/15 7/27 335/738 3/12 692/628 Big Ben 2/3 0/0 14/9 10/5 0/0 43/19 3/5 638/612 0/4 9/38 329/680 9/26 Site Access DELICH Village on Horsetooth TIS, August 2016 ASSOCIATES TABLE 6 Short Range (2021) Total Peak Hour Operation Without the Extension of Birmingham Drive Intersection Movement Level of Service AM Delay (secs.) PM Delay (secs.) Horsetooth/Site Access (stop sign) SB LT D 26.6 E 38.1 SB RT B 10.6 B 14.9 SB APPROACH C 21.7 D 31.5 EB LT A 8.1 A 9.6 OVERALL A 0.8 A 0.6 Horsetooth/Big Ben-Crescent (stop sign) NB LT/T/RT C 16.0 C 18.7 SB LT/T/RT D 33.6 E 45.3 EB LT A 8.1 A 9.2 WB LT A 9.2 A 9.0 OVERALL A 2.0 A 1.2 AM/PM SHORT RANGE (2021) TOTAL PEAK HOUR TRAFFIC WITH BIRMINGHAM EXTENSION Figure 12 DELICH ASSOCIATES Village on Horsetooth TIS, August 2016 Horsetooth Crescent 16/8 39/21 9/37 333/728 4/15 680/622 Big Ben 2/3 0/0 14/9 6/3 0/0 31/13 2/2 639/615 0/4 7/28 333/682 9/26 Birmingham DELICH Village on Horsetooth TIS, August 2016 ASSOCIATES TABLE 7 Short Range (2021) Total Peak Hour Operation With the Extension of Birmingham Drive Intersection Movement Level of Service AM Delay (secs.) PM Delay (secs.) Horsetooth/Birmingham (stop sign) SB LT D 28.0 E 39.9 SB RT B 10.7 B 14.8 SB APPROACH C 23.0 D 33.0 EB LT A 8.1 A 9.6 OVERALL A 1.2 A 0.8 Horsetooth/Big Ben-Crescent (stop sign) NB LT/T/RT C 15.8 C 20.7 SB LT/T/RT D 31.3 E 35.5 EB LT A 8.1 A 9.1 WB LT A 9.2 A 9.0 OVERALL A 1.4 A 0.8 SHORT RANGE (2021) GEOMETRY Figure 13 DELICH ASSOCIATES Village on Horsetooth TIS, August 2016 Horseto Seneca Site Access - Denotes Lane _ Two-way Continuous Left-turn Lane Crescent Big Ben APPENDIX A APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8/26/2014 Observer: City of Fort Collins Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Horsetooth/Seneca S = straight L = left turn Time Northbound: Seneca Southbound: Total Eastbound: Horsetooth Westbound: Horsetooth Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 18 63 81 0 81 128 31 159 40 61 101 260 341 7:45 19 71 90 0 90 175 14 189 14 69 83 272 362 8:00 10 35 45 0 45 119 6 125 12 56 68 193 238 8:15 1 36 37 0 37 119 4 123 10 56 66 189 226 7:30-8:30 48 0 205 253 0 0 0 0 253 0 541 55 596 76 242 0 318 914 1167 PHF 0.63 n/a 0.72 0.7 n/a n/a n/a n/a n/a 0.77 0.44 0.79 0.48 0.88 n/a 0.79 0.81 4:30 9 17 26 0 26 108 8 116 20 109 129 245 271 4:45 3 16 19 0 19 128 12 140 34 166 200 340 359 5:00 6 33 39 0 39 136 7 143 39 163 202 345 384 5:15 3 22 25 0 25 128 17 145 28 178 206 351 376 4:30-5:30 21 0 88 109 0 0 0 0 109 0 500 44 544 121 616 0 737 1281 1390 PHF 0.58 n/a 0.67 0.7 n/a n/a n/a n/a n/a 0.92 0.65 0.94 0.78 0.87 n/a 0.89 0.9 APPENDIX C HCM 2010 Signalized Intersection Summary Recent AM 3: Seneca & Horsetooth Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 563 57 79 252 50 213 Future Volume (veh/h) 563 57 79 252 50 213 Number 4 14 3 8 1 16 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 662 49 93 296 59 2 Adj No. of Lanes 111211 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222 Cap, veh/h 1564 1329 632 2971 97 87 Arrive On Green 0.84 0.84 0.84 0.84 0.05 0.05 Sat Flow, veh/h 1863 1583 736 3632 1774 1583 Grp Volume(v), veh/h 662 49 93 296 59 2 Grp Sat Flow(s),veh/h/ln 1863 1583 736 1770 1774 1583 Q Serve(g_s), s 8.0 0.5 3.2 1.3 2.9 0.1 Cycle Q Clear(g_c), s 8.0 0.5 11.2 1.3 2.9 0.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 1564 1329 632 2971 97 87 V/C Ratio(X) 0.42 0.04 0.15 0.10 0.61 0.02 Avail Cap(c_a), veh/h 1564 1329 632 2971 444 396 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 1.8 1.2 3.2 1.3 41.6 40.2 Incr Delay (d2), s/veh 0.8 0.1 0.5 0.1 5.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.2 0.2 0.7 0.6 1.6 0.0 LnGrp Delay(d),s/veh 2.6 1.2 3.7 1.3 47.5 40.3 LnGrp LOS AAAADD Approach Vol, veh/h 711 389 61 Approach Delay, s/veh 2.5 1.9 47.3 Approach LOS A A D Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 80.6 9.4 80.6 Change Period (Y+Rc), s 6.0 5.5 6.0 Max Green Setting (Gmax), s 57.0 21.5 57.0 Max Q Clear Time (g_c+I1), s 10.0 4.9 13.2 Green Ext Time (p_c), s 4.9 0.1 4.9 Intersection Summary HCM 2010 Ctrl Delay 4.7 HCM 2010 LOS A Timing Report, Sorted By Phase Recent AM 3: Seneca & Horsetooth Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 2 Phase Number 4 6 8 Movement EBT NBL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max Maximum Split (s) 63 27 63 Maximum Split (%) 70.0% 30.0% 70.0% Minimum Split (s) 24 26.5 24 Yellow Time (s) 4.5 3 4.5 All-Red Time (s) 1.5 2.5 1.5 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 10 14 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 57 30 57 End Time (s) 30 57 30 Yield/Force Off (s) 24 51.5 24 Yield/Force Off 170(s) 14 37.5 24 Local Start Time (s) 27 0 27 Local Yield (s) 84 21.5 84 Local Yield 170(s) 74 7.5 84 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 30 (33%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 3: Seneca & Horsetooth HCM 2010 Signalized Intersection Summary Recent PM 3: Seneca & Horsetooth Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 520 46 126 641 22 92 Future Volume (veh/h) 520 46 126 641 22 92 Number 4 14 3 8 1 16 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 578 35 140 712 24 6 Adj No. of Lanes 111211 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222 Cap, veh/h 1476 1254 683 2804 88 78 Arrive On Green 0.79 0.79 0.79 0.79 0.05 0.05 Sat Flow, veh/h 1863 1583 806 3632 1774 1583 Grp Volume(v), veh/h 578 35 140 712 24 6 Grp Sat Flow(s),veh/h/ln 1863 1583 806 1770 1774 1583 Q Serve(g_s), s 5.6 0.3 3.8 3.1 0.8 0.2 Cycle Q Clear(g_c), s 5.6 0.3 9.4 3.1 0.8 0.2 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 1476 1254 683 2804 88 78 V/C Ratio(X) 0.39 0.03 0.20 0.25 0.27 0.08 Avail Cap(c_a), veh/h 1476 1254 683 2804 636 567 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 1.9 1.3 3.3 1.6 27.5 27.2 Incr Delay (d2), s/veh 0.8 0.0 0.7 0.2 1.7 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 0.1 0.9 1.6 0.4 0.1 LnGrp Delay(d),s/veh 2.7 1.4 4.0 1.8 29.1 27.6 LnGrp LOS AAAACC Approach Vol, veh/h 613 852 30 Approach Delay, s/veh 2.6 2.2 28.8 Approach LOS A A C Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 52.5 7.5 52.5 Change Period (Y+Rc), s 6.0 5.5 6.0 Max Green Setting (Gmax), s 28.0 20.5 28.0 Max Q Clear Time (g_c+I1), s 7.6 2.8 11.4 Green Ext Time (p_c), s 6.2 0.0 5.7 Intersection Summary HCM 2010 Ctrl Delay 2.9 HCM 2010 LOS A Notes Timing Report, Sorted By Phase Recent PM 3: Seneca & Horsetooth Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 3 Phase Number 4 6 8 Movement EBT NBL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max Maximum Split (s) 34 26 34 Maximum Split (%) 56.7% 43.3% 56.7% Minimum Split (s) 24 26 24 Yellow Time (s) 4.5 3 4.5 All-Red Time (s) 1.5 2.5 1.5 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 10 13 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 50 24 50 End Time (s) 24 50 24 Yield/Force Off (s) 18 44.5 18 Yield/Force Off 170(s) 8 31.5 18 Local Start Time (s) 26 0 26 Local Yield (s) 54 20.5 54 Local Yield 170(s) 44 7.5 54 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 24 (40%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 3: Seneca & Horsetooth 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) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS APPENDIX D HCM 2010 Signalized Intersection Summary Short Bkgrd AM 3: Seneca & Horsetooth Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 629 63 85 278 55 235 Future Volume (veh/h) 629 63 85 278 55 235 Number 4 14 3 8 1 16 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 740 53 100 327 65 27 Adj No. of Lanes 111211 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222 Cap, veh/h 1545 1313 568 2935 116 103 Arrive On Green 0.83 0.83 0.83 0.83 0.07 0.07 Sat Flow, veh/h 1863 1583 681 3632 1774 1583 Grp Volume(v), veh/h 740 53 100 327 65 27 Grp Sat Flow(s),veh/h/ln 1863 1583 681 1770 1774 1583 Q Serve(g_s), s 10.1 0.5 4.4 1.6 3.2 1.5 Cycle Q Clear(g_c), s 10.1 0.5 14.5 1.6 3.2 1.5 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 1545 1313 568 2935 116 103 V/C Ratio(X) 0.48 0.04 0.18 0.11 0.56 0.26 Avail Cap(c_a), veh/h 1545 1313 568 2935 444 396 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 2.2 1.4 4.2 1.4 40.8 40.0 Incr Delay (d2), s/veh 1.1 0.1 0.7 0.1 4.2 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.4 0.2 0.9 0.8 1.7 0.7 LnGrp Delay(d),s/veh 3.2 1.4 4.9 1.5 45.1 41.3 LnGrp LOS AAAADD Approach Vol, veh/h 793 427 92 Approach Delay, s/veh 3.1 2.3 44.0 Approach LOS A A D Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 79.6 10.4 79.6 Change Period (Y+Rc), s 6.0 5.5 6.0 Max Green Setting (Gmax), s 57.0 21.5 57.0 Max Q Clear Time (g_c+I1), s 12.1 5.2 16.5 Green Ext Time (p_c), s 5.8 0.2 5.7 Intersection Summary HCM 2010 Ctrl Delay 5.7 HCM 2010 LOS A Timing Report, Sorted By Phase Short Bkgrd AM 3: Seneca & Horsetooth Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 2 Phase Number 4 6 8 Movement EBT NBL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max Maximum Split (s) 63 27 63 Maximum Split (%) 70.0% 30.0% 70.0% Minimum Split (s) 24 26.5 24 Yellow Time (s) 4.5 3 4.5 All-Red Time (s) 1.5 2.5 1.5 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 10 14 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 57 30 57 End Time (s) 30 57 30 Yield/Force Off (s) 24 51.5 24 Yield/Force Off 170(s) 14 37.5 24 Local Start Time (s) 27 0 27 Local Yield (s) 84 21.5 84 Local Yield 170(s) 74 7.5 84 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 30 (33%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 3: Seneca & Horsetooth HCM 2010 Signalized Intersection Summary Short Bkgrd PM 3: Seneca & Horsetooth Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 577 51 139 708 24 102 Future Volume (veh/h) 577 51 139 708 24 102 Number 4 14 3 8 1 16 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 641 40 154 787 27 7 Adj No. of Lanes 111211 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222 Cap, veh/h 1470 1249 633 2792 94 83 Arrive On Green 0.79 0.79 0.79 0.79 0.05 0.05 Sat Flow, veh/h 1863 1583 756 3632 1774 1583 Grp Volume(v), veh/h 641 40 154 787 27 7 Grp Sat Flow(s),veh/h/ln 1863 1583 756 1770 1774 1583 Q Serve(g_s), s 6.6 0.3 4.9 3.6 0.9 0.3 Cycle Q Clear(g_c), s 6.6 0.3 11.6 3.6 0.9 0.3 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 1470 1249 633 2792 94 83 V/C Ratio(X) 0.44 0.03 0.24 0.28 0.29 0.08 Avail Cap(c_a), veh/h 1470 1249 633 2792 636 567 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 2.0 1.4 3.9 1.7 27.3 27.0 Incr Delay (d2), s/veh 0.9 0.0 0.9 0.3 1.7 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 0.2 1.2 1.8 0.5 0.1 LnGrp Delay(d),s/veh 3.0 1.4 4.8 2.0 29.0 27.5 LnGrp LOS AAAACC Approach Vol, veh/h 681 941 34 Approach Delay, s/veh 2.9 2.4 28.7 Approach LOS A A C Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 52.3 7.7 52.3 Change Period (Y+Rc), s 6.0 5.5 6.0 Max Green Setting (Gmax), s 28.0 20.5 28.0 Max Q Clear Time (g_c+I1), s 8.6 2.9 13.6 Green Ext Time (p_c), s 7.0 0.1 6.1 Intersection Summary HCM 2010 Ctrl Delay 3.2 HCM 2010 LOS A Notes Timing Report, Sorted By Phase Short Bkgrd PM 3: Seneca & Horsetooth Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 3 Phase Number 4 6 8 Movement EBT NBL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max Maximum Split (s) 34 26 34 Maximum Split (%) 56.7% 43.3% 56.7% Minimum Split (s) 24 26 24 Yellow Time (s) 4.5 3 4.5 All-Red Time (s) 1.5 2.5 1.5 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 10 13 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 50 24 50 End Time (s) 24 50 24 Yield/Force Off (s) 18 44.5 18 Yield/Force Off 170(s) 8 31.5 18 Local Start Time (s) 26 0 26 Local Yield (s) 54 20.5 54 Local Yield 170(s) 44 7.5 54 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 24 (40%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 3: Seneca & Horsetooth APPENDIX E HCM 2010 Signalized Intersection Summary Short Total AM 3: Seneca & Horsetooth Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 654 65 85 286 56 235 Future Volume (veh/h) 654 65 85 286 56 235 Number 4 14 3 8 1 16 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 769 52 100 336 66 41 Adj No. of Lanes 111211 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222 Cap, veh/h 1540 1309 548 2925 121 108 Arrive On Green 0.83 0.83 0.83 0.83 0.07 0.07 Sat Flow, veh/h 1863 1583 664 3632 1774 1583 Grp Volume(v), veh/h 769 52 100 336 66 41 Grp Sat Flow(s),veh/h/ln 1863 1583 664 1770 1774 1583 Q Serve(g_s), s 11.0 0.5 4.7 1.6 3.2 2.2 Cycle Q Clear(g_c), s 11.0 0.5 15.7 1.6 3.2 2.2 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 1540 1309 548 2925 121 108 V/C Ratio(X) 0.50 0.04 0.18 0.11 0.55 0.38 Avail Cap(c_a), veh/h 1540 1309 548 2925 444 396 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 2.3 1.4 4.6 1.5 40.6 40.1 Incr Delay (d2), s/veh 1.2 0.1 0.7 0.1 3.8 2.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.1 0.3 1.0 0.8 1.7 1.0 LnGrp Delay(d),s/veh 3.5 1.5 5.4 1.6 44.4 42.3 LnGrp LOS AAAADD Approach Vol, veh/h 821 436 107 Approach Delay, s/veh 3.3 2.4 43.6 Approach LOS A A D Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 79.4 10.6 79.4 Change Period (Y+Rc), s 6.0 5.5 6.0 Max Green Setting (Gmax), s 57.0 21.5 57.0 Max Q Clear Time (g_c+I1), s 13.0 5.2 17.7 Green Ext Time (p_c), s 6.1 0.3 6.0 Intersection Summary HCM 2010 Ctrl Delay 6.2 HCM 2010 LOS A Timing Report, Sorted By Phase Short Total AM 3: Seneca & Horsetooth Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 2 Phase Number 4 6 8 Movement EBT NBL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max Maximum Split (s) 63 27 63 Maximum Split (%) 70.0% 30.0% 70.0% Minimum Split (s) 24 26.5 24 Yellow Time (s) 4.5 3 4.5 All-Red Time (s) 1.5 2.5 1.5 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 10 14 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 57 30 57 End Time (s) 30 57 30 Yield/Force Off (s) 24 51.5 24 Yield/Force Off 170(s) 14 37.5 24 Local Start Time (s) 27 0 27 Local Yield (s) 84 21.5 84 Local Yield 170(s) 74 7.5 84 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 30 (33%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 3: Seneca & Horsetooth HCM 2010 Signalized Intersection Summary Short Total PM 3: Seneca & Horsetooth Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 591 52 139 733 26 102 Future Volume (veh/h) 591 52 139 733 26 102 Number 4 14 3 8 1 16 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 657 40 154 814 29 79 Adj No. of Lanes 111211 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222 Cap, veh/h 1404 1193 581 2667 156 140 Arrive On Green 0.75 0.75 0.75 0.75 0.09 0.09 Sat Flow, veh/h 1863 1583 745 3632 1774 1583 Grp Volume(v), veh/h 657 40 154 814 29 79 Grp Sat Flow(s),veh/h/ln 1863 1583 745 1770 1774 1583 Q Serve(g_s), s 8.1 0.4 6.0 4.4 0.9 2.9 Cycle Q Clear(g_c), s 8.1 0.4 14.0 4.4 0.9 2.9 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 1404 1193 581 2667 156 140 V/C Ratio(X) 0.47 0.03 0.26 0.31 0.19 0.57 Avail Cap(c_a), veh/h 1404 1193 581 2667 636 567 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 2.8 1.9 5.5 2.4 25.4 26.3 Incr Delay (d2), s/veh 1.1 0.1 1.1 0.3 0.6 3.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.5 0.2 1.4 2.1 0.5 1.4 LnGrp Delay(d),s/veh 3.9 1.9 6.6 2.7 25.9 29.8 LnGrp LOS AAAACC Approach Vol, veh/h 697 968 108 Approach Delay, s/veh 3.8 3.3 28.8 Approach LOS A A C Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 50.2 9.8 50.2 Change Period (Y+Rc), s 6.0 5.5 6.0 Max Green Setting (Gmax), s 28.0 20.5 28.0 Max Q Clear Time (g_c+I1), s 10.1 4.9 16.0 Green Ext Time (p_c), s 7.0 0.3 5.7 Intersection Summary HCM 2010 Ctrl Delay 5.1 HCM 2010 LOS A Notes Timing Report, Sorted By Phase Short Total PM 3: Seneca & Horsetooth Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 3 Phase Number 4 6 8 Movement EBT NBL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max Maximum Split (s) 34 26 34 Maximum Split (%) 56.7% 43.3% 56.7% Minimum Split (s) 24 26 24 Yellow Time (s) 4.5 3 4.5 All-Red Time (s) 1.5 2.5 1.5 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 10 13 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 50 24 50 End Time (s) 24 50 24 Yield/Force Off (s) 18 44.5 18 Yield/Force Off 170(s) 8 31.5 18 Local Start Time (s) 26 0 26 Local Yield (s) 54 20.5 54 Local Yield 170(s) 44 7.5 54 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 24 (40%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 3: Seneca & Horsetooth HCM 2010 TWSC Short Total AM 10: Horsetooth & Site Access Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 5 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 3 692 335 7 27 12 Future Vol, veh/h 3 692 335 7 27 12 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 100 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 814 394 8 32 14 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 402 0 - 0 1219 398 Stage 1 - - - - 398 - Stage 2 - - - - 821 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1157 - - - 199 652 Stage 1 - - - - 678 - Stage 2 - - - - 432 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1157 - - - 198 652 Mov Cap-2 Maneuver - - - - 198 - Stage 1 - - - - 678 - Stage 2 - - - - 431 - Approach EB WB SB HCM Control Delay, s 0 0 21.7 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1157 - - - 198 652 HCM Lane V/C Ratio 0.003 - - - 0.16 0.022 HCM Control Delay (s) 8.1 - - - 26.6 10.6 HCM Lane LOS A - - - D B HCM 95th %tile Q(veh) 0 - - - 0.6 0.1 Lanes and Geometrics Short Total AM 10: Horsetooth & Site Access Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 4 Lane Group EBL EBT WBT WBR SBL SBR 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) 150 0 100 0 Storage Lanes 1 0 1 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 0.997 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1857 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1857 0 1770 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 473 570 413 Travel Time (s) 10.8 13.0 9.4 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 10: Horsetooth & Site Access Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 5 Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 12 628 738 27 15 6 Future Vol, veh/h 12 628 738 27 15 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 100 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 690 811 30 16 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 841 0 - 0 1542 826 Stage 1 - - - - 826 - Stage 2 - - - - 716 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 794 - - - 127 372 Stage 1 - - - - 430 - Stage 2 - - - - 484 - Platoon blocked, % - - - Mov Cap-1 Maneuver 794 - - - 125 372 Mov Cap-2 Maneuver - - - - 125 - Stage 1 - - - - 430 - Stage 2 - - - - 476 - Approach EB WB SB HCM Control Delay, s 0.2 0 31.5 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 794 - - - 125 372 HCM Lane V/C Ratio 0.017 - - - 0.132 0.018 HCM Control Delay (s) 9.6 - - - 38.1 14.9 HCM Lane LOS A - - - E B HCM 95th %tile Q(veh) 0.1 - - - 0.4 0.1 Lanes and Geometrics Short Total PM 10: Horsetooth & Site Access Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 4 Lane Group EBL EBT WBT WBR SBL SBR 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) 150 0 100 0 Storage Lanes 1 0 1 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 0.995 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1853 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1853 0 1770 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 473 570 413 Travel Time (s) 10.8 13.0 9.4 Intersection Summary Area Type: Other APPENDIX F HCM 2010 TWSC Recent AM 1: Crescent/Big Ben & Horsetooth Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 2 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 3 529 0 9 284 7 2 0 14 37 0 7 Future Vol, veh/h 3 529 0 9 284 7 2 0 14 37 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 150 - - 150 - 100 - - - - - - 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 4 622 0 11 334 8 2 0 16 44 0 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 334 0 0 622 0 0 988 984 622 993 984 334 Stage 1 - - - - - - 629 629 - 355 355 - Stage 2 - - - - - - 359 355 - 638 629 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1225 - - 959 - - 226 248 487 224 248 708 Stage 1 - - - - - - 470 475 - 662 630 - Stage 2 - - - - - - 659 630 - 465 475 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1225 - - 959 - - 221 244 487 214 244 708 Mov Cap-2 Maneuver - - - - - - 221 244 - 214 244 - Stage 1 - - - - - - 468 473 - 660 623 - Stage 2 - - - - - - 644 623 - 448 473 - Approach EB WB NB SB HCM Control Delay, s 0 0.3 13.9 24 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 423 1225 - - 959 - - 241 HCM Lane V/C Ratio 0.045 0.003 - - 0.011 - - 0.215 HCM Control Delay (s) 13.9 7.9 - - 8.8 - - 24 HCM Lane LOS B A - - A - - C HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.8 Lanes and Geometrics Recent AM 1: Crescent/Big Ben & Horsetooth Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 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) 150 0 150 100 0 0 0 0 Storage Lanes 1 0 1 1 0 0 0 0 Taper Length (ft) 25 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 0.850 0.880 0.979 Flt Protected 0.950 0.950 0.994 0.959 Satd. Flow (prot) 1770 1863 0 1770 1863 1583 0 1629 0 0 1749 0 Flt Permitted 0.950 0.950 0.994 0.959 Satd. Flow (perm) 1770 1863 0 1770 1863 1583 0 1629 0 0 1749 0 Link Speed (mph) 40 30 30 30 Link Distance (ft) 418 1029 359 407 Travel Time (s) 7.1 23.4 8.2 9.3 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 1: Crescent/Big Ben & Horsetooth Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 2 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 3 519 4 26 691 32 3 0 9 16 0 4 Future Vol, veh/h 3 519 4 26 691 32 3 0 9 16 0 4 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 150 - - 150 - 100 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 564 4 28 751 35 3 0 10 17 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 751 0 0 568 0 0 1383 1381 566 1386 1383 751 Stage 1 - - - - - - 573 573 - 808 808 - Stage 2 - - - - - - 810 808 - 578 575 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 858 - - 1004 - - 121 144 524 120 144 411 Stage 1 - - - - - - 505 504 - 375 394 - Stage 2 - - - - - - 374 394 - 501 503 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 858 - - 1004 - - 117 139 524 115 139 411 Mov Cap-2 Maneuver - - - - - - 117 139 - 115 139 - Stage 1 - - - - - - 503 502 - 374 383 - Stage 2 - - - - - - 360 383 - 490 501 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.3 18.5 37 HCM LOS C E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 280 858 - - 1004 - - 134 HCM Lane V/C Ratio 0.047 0.004 - - 0.028 - - 0.162 HCM Control Delay (s) 18.5 9.2 - - 8.7 - - 37 HCM Lane LOS C A - - A - - E HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0.6 Lanes and Geometrics Recent PM 1: Crescent/Big Ben & Horsetooth Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 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) 150 0 150 100 0 0 0 0 Storage Lanes 1 0 1 1 0 0 0 0 Taper Length (ft) 25 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 0.999 0.850 0.896 0.974 Flt Protected 0.950 0.950 0.989 0.961 Satd. Flow (prot) 1770 1861 0 1770 1863 1583 0 1651 0 0 1744 0 Flt Permitted 0.950 0.950 0.989 0.961 Satd. Flow (perm) 1770 1861 0 1770 1863 1583 0 1651 0 0 1744 0 Link Speed (mph) 40 30 30 30 Link Distance (ft) 409 1028 390 409 Travel Time (s) 7.0 23.4 8.9 9.3 Intersection Summary Area Type: Other APPENDIX G HCM 2010 TWSC Short Total AM 10: Horsetooth & Site Access Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 5 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 3 692 335 7 27 12 Future Vol, veh/h 3 692 335 7 27 12 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 100 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 814 394 8 32 14 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 402 0 - 0 1219 398 Stage 1 - - - - 398 - Stage 2 - - - - 821 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1157 - - - 199 652 Stage 1 - - - - 678 - Stage 2 - - - - 432 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1157 - - - 198 652 Mov Cap-2 Maneuver - - - - 198 - Stage 1 - - - - 678 - Stage 2 - - - - 431 - Approach EB WB SB HCM Control Delay, s 0 0 21.7 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1157 - - - 198 652 HCM Lane V/C Ratio 0.003 - - - 0.16 0.022 HCM Control Delay (s) 8.1 - - - 26.6 10.6 HCM Lane LOS A - - - D B HCM 95th %tile Q(veh) 0 - - - 0.6 0.1 Lanes and Geometrics Short Total AM 10: Horsetooth & Site Access Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 4 Lane Group EBL EBT WBT WBR SBL SBR 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) 150 0 100 0 Storage Lanes 1 0 1 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 0.997 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1857 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1857 0 1770 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 473 570 413 Travel Time (s) 10.8 13.0 9.4 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 10: Horsetooth & Site Access Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 5 Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 12 628 738 27 15 6 Future Vol, veh/h 12 628 738 27 15 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 100 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 690 811 30 16 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 841 0 - 0 1542 826 Stage 1 - - - - 826 - Stage 2 - - - - 716 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 794 - - - 127 372 Stage 1 - - - - 430 - Stage 2 - - - - 484 - Platoon blocked, % - - - Mov Cap-1 Maneuver 794 - - - 125 372 Mov Cap-2 Maneuver - - - - 125 - Stage 1 - - - - 430 - Stage 2 - - - - 476 - Approach EB WB SB HCM Control Delay, s 0.2 0 31.5 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 794 - - - 125 372 HCM Lane V/C Ratio 0.017 - - - 0.132 0.018 HCM Control Delay (s) 9.6 - - - 38.1 14.9 HCM Lane LOS A - - - E B HCM 95th %tile Q(veh) 0.1 - - - 0.4 0.1 Lanes and Geometrics Short Total PM 10: Horsetooth & Site Access Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 4 Lane Group EBL EBT WBT WBR SBL SBR 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) 150 0 100 0 Storage Lanes 1 0 1 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 0.995 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1853 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1853 0 1770 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 473 570 413 Travel Time (s) 10.8 13.0 9.4 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 5: Crescent/Big Ben & Horsetooth Without Birmingham Extension Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 2 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 3 638 0 9 329 9 2 0 14 43 0 10 Future Vol, veh/h 3 638 0 9 329 9 2 0 14 43 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 100 - - 100 - 100 - - - - - - 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 4 751 0 11 387 11 2 0 16 51 0 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 387 0 0 751 0 0 1172 1166 751 1174 1166 387 Stage 1 - - - - - - 758 758 - 408 408 - Stage 2 - - - - - - 414 408 - 766 758 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1171 - - 858 - - 169 194 411 169 194 661 Stage 1 - - - - - - 399 415 - 620 597 - Stage 2 - - - - - - 616 597 - 395 415 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1171 - - 858 - - 164 191 411 160 191 661 Mov Cap-2 Maneuver - - - - - - 164 191 - 160 191 - Stage 1 - - - - - - 398 414 - 618 589 - Stage 2 - - - - - - 597 589 - 378 414 - Approach EB WB NB SB HCM Control Delay, s 0 0.2 16 33.6 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 346 1171 - - 858 - - 187 HCM Lane V/C Ratio 0.054 0.003 - - 0.012 - - 0.333 HCM Control Delay (s) 16 8.1 - - 9.2 - - 33.6 HCM Lane LOS C A - - A - - D HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 1.4 Lanes and Geometrics Short Total AM 5: Crescent/Big Ben & Horsetooth Without Birmingham Extension Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 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) 100 0 100 100 0 0 0 0 Storage Lanes 1 0 1 1 0 0 0 0 Taper Length (ft) 25 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 0.850 0.880 0.974 Flt Protected 0.950 0.950 0.994 0.961 Satd. Flow (prot) 1770 1863 0 1770 1863 1583 0 1629 0 0 1744 0 Flt Permitted 0.950 0.950 0.994 0.961 Satd. Flow (perm) 1770 1863 0 1770 1863 1583 0 1629 0 0 1744 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 539 473 305 311 Travel Time (s) 12.3 10.8 6.9 7.1 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 5: Crescent/Big Ben & Horsetooth Without Birmingham Extension Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 2 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 5 612 4 26 680 38 3 0 14 19 0 5 Future Vol, veh/h 5 612 4 26 680 38 3 0 14 19 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 100 - - 100 - 100 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 665 4 28 739 41 3 0 15 21 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 739 0 0 670 0 0 1476 1474 667 1482 1476 739 Stage 1 - - - - - - 678 678 - 796 796 - Stage 2 - - - - - - 798 796 - 686 680 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 867 - - 920 - - 104 127 459 103 126 417 Stage 1 - - - - - - 442 452 - 380 399 - Stage 2 - - - - - - 380 399 - 438 451 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 867 - - 920 - - 100 122 459 97 121 417 Mov Cap-2 Maneuver - - - - - - 100 122 - 97 121 - Stage 1 - - - - - - 439 449 - 378 387 - Stage 2 - - - - - - 364 387 - 421 448 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.3 18.7 45.3 HCM LOS C E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 281 867 - - 920 - - 115 HCM Lane V/C Ratio 0.066 0.006 - - 0.031 - - 0.227 HCM Control Delay (s) 18.7 9.2 - - 9 - - 45.3 HCM Lane LOS C A - - A - - E HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.8 Lanes and Geometrics Short Total PM 5: Crescent/Big Ben & Horsetooth Without Birmingham Extension Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 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) 100 0 100 100 0 0 0 0 Storage Lanes 1 0 1 1 0 0 0 0 Taper Length (ft) 25 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 0.999 0.850 0.887 0.974 Flt Protected 0.950 0.950 0.992 0.961 Satd. Flow (prot) 1770 1861 0 1770 1863 1583 0 1639 0 0 1744 0 Flt Permitted 0.950 0.950 0.992 0.961 Satd. Flow (perm) 1770 1861 0 1770 1863 1583 0 1639 0 0 1744 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 539 473 305 311 Travel Time (s) 12.3 10.8 6.9 7.1 Intersection Summary Area Type: Other APPENDIX H HCM 2010 TWSC Short Total AM 10: Horsetooth & Birmingham With Birmingham Extension Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 5 Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 4 680 333 9 39 16 Future Vol, veh/h 4 680 333 9 39 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 100 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 5 800 392 11 46 19 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 402 0 - 0 1206 397 Stage 1 - - - - 397 - Stage 2 - - - - 809 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1157 - - - 203 652 Stage 1 - - - - 679 - Stage 2 - - - - 438 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1157 - - - 202 652 Mov Cap-2 Maneuver - - - - 202 - Stage 1 - - - - 679 - Stage 2 - - - - 436 - Approach EB WB SB HCM Control Delay, s 0 0 23 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1157 - - - 202 652 HCM Lane V/C Ratio 0.004 - - - 0.227 0.029 HCM Control Delay (s) 8.1 - - - 28 10.7 HCM Lane LOS A - - - D B HCM 95th %tile Q(veh) 0 - - - 0.8 0.1 Lanes and Geometrics Short Total AM 10: Horsetooth & Birmingham With Birmingham Extension Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 4 Lane Group EBL EBT WBT WBR SBL SBR 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) 150 0 100 0 Storage Lanes 1 0 1 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 0.996 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1855 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1855 0 1770 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 473 570 413 Travel Time (s) 10.8 13.0 9.4 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 10: Horsetooth & Birmingham With Birmingham Extension Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 5 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 15 622 728 37 21 8 Future Vol, veh/h 15 622 728 37 21 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 100 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 16 684 800 41 23 9 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 841 0 - 0 1536 820 Stage 1 - - - - 820 - Stage 2 - - - - 716 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 794 - - - 128 375 Stage 1 - - - - 433 - Stage 2 - - - - 484 - Platoon blocked, % - - - Mov Cap-1 Maneuver 794 - - - 125 375 Mov Cap-2 Maneuver - - - - 125 - Stage 1 - - - - 433 - Stage 2 - - - - 474 - Approach EB WB SB HCM Control Delay, s 0.2 0 33.2 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 794 - - - 125 375 HCM Lane V/C Ratio 0.021 - - - 0.185 0.023 HCM Control Delay (s) 9.6 - - - 40.2 14.8 HCM Lane LOS A - - - E B HCM 95th %tile Q(veh) 0.1 - - - 0.6 0.1 Lanes and Geometrics Short Total PM 10: Horsetooth & Birmingham With Birmingham Extension Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 4 Lane Group EBL EBT WBT WBR SBL SBR 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) 150 0 100 0 Storage Lanes 1 0 1 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 0.993 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1850 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1850 0 1770 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 473 570 413 Travel Time (s) 10.8 13.0 9.4 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 5: Crescent/Big Ben & Horsetooth With Birmingham Extension Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 3 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 2 639 0 9 333 7 2 0 14 31 0 6 Future Vol, veh/h 2 639 0 9 333 7 2 0 14 31 0 6 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 100 - - 100 - 100 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 752 0 11 392 8 2 0 16 36 0 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 392 0 0 752 0 0 1172 1169 752 1178 1169 392 Stage 1 - - - - - - 756 756 - 413 413 - Stage 2 - - - - - - 416 413 - 765 756 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1167 - - 858 - - 169 193 410 168 193 657 Stage 1 - - - - - - 400 416 - 616 594 - Stage 2 - - - - - - 614 594 - 396 416 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1167 - - 858 - - 165 190 410 159 190 657 Mov Cap-2 Maneuver - - - - - - 165 190 - 159 190 - Stage 1 - - - - - - 399 415 - 615 586 - Stage 2 - - - - - - 600 586 - 379 415 - Approach EB WB NB SB HCM Control Delay, s 0 0.2 16 31.1 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 346 1167 - - 858 - - 181 HCM Lane V/C Ratio 0.054 0.002 - - 0.012 - - 0.24 HCM Control Delay (s) 16 8.1 - - 9.2 - - 31.1 HCM Lane LOS C A - - A - - D HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.9 Lanes and Geometrics Short Total AM 5: Crescent/Big Ben & Horsetooth With Birmingham Extension Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 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) 100 0 100 100 0 0 0 0 Storage Lanes 1 0 1 1 0 0 0 0 Taper Length (ft) 25 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 0.850 0.880 0.978 Flt Protected 0.950 0.950 0.994 0.960 Satd. Flow (prot) 1770 1863 0 1770 1863 1583 0 1629 0 0 1749 0 Flt Permitted 0.950 0.950 0.994 0.960 Satd. Flow (perm) 1770 1863 0 1770 1863 1583 0 1629 0 0 1749 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 539 473 305 311 Travel Time (s) 12.3 10.8 6.9 7.1 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 5: Crescent/Big Ben & Horsetooth With Birmingham Extension Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 3 Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 2 615 4 26 682 28 3 0 9 13 0 3 Future Vol, veh/h 2 615 4 26 682 28 3 0 9 13 0 3 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 100 - - 100 - 100 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 668 4 28 741 30 3 0 10 14 0 3 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 741 0 0 673 0 0 1474 1473 671 1478 1475 741 Stage 1 - - - - - - 675 675 - 798 798 - Stage 2 - - - - - - 799 798 - 680 677 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 866 - - 918 - - 105 127 456 104 126 416 Stage 1 - - - - - - 444 453 - 380 398 - Stage 2 - - - - - - 379 398 - 441 452 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 866 - - 918 - - 102 123 456 99 122 416 Mov Cap-2 Maneuver - - - - - - 102 123 - 99 122 - Stage 1 - - - - - - 443 452 - 379 386 - Stage 2 - - - - - - 365 386 - 431 451 - Approach EB WB NB SB HCM Control Delay, s 0 0.3 20.6 41.4 HCM LOS C E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 244 866 - - 918 - - 116 HCM Lane V/C Ratio 0.053 0.003 - - 0.031 - - 0.15 HCM Control Delay (s) 20.6 9.2 - - 9 - - 41.4 HCM Lane LOS C A - - A - - E HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.5 Lanes and Geometrics Short Total PM 5: Crescent/Big Ben & Horsetooth With Birmingham Extension Village at Horsetooth 7:00 am 7/8/2016 Baseline Synchro 9 Light Report Delich Associates Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 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) 100 0 100 100 0 0 0 0 Storage Lanes 1 0 1 1 0 0 0 0 Taper Length (ft) 25 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 0.999 0.850 0.896 0.976 Flt Protected 0.950 0.950 0.989 0.960 Satd. Flow (prot) 1770 1861 0 1770 1863 1583 0 1651 0 0 1745 0 Flt Permitted 0.950 0.950 0.989 0.960 Satd. Flow (perm) 1770 1861 0 1770 1863 1583 0 1651 0 0 1745 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 539 473 305 311 Travel Time (s) 12.3 10.8 6.9 7.1 Intersection Summary Area Type: Other APPENDIX I Horsetooth Seneca Dunbar gham SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Village on Horsetooth TIS, July 2016 Pedestrian LOS Worksheet Project Location Classification: All Other Areas 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 Neighborhood to the west and northwest of the site Residential Minimum C C C C C 1 Actual A B B B B Proposed A B B B B Neighborhood to the east and northeast of the site Residential Minimum C C C C C 2 Actual C B B B B Proposed C B B B B Neighborhood to the south of the site Residential Minimum C C C C C 3 Actual A B B B B Proposed A B B B B Neighborhood to the southwest of the site Residential Minimum C C C C C 4 Actual A D C C C Proposed A D C C C Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed