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HomeMy WebLinkAboutAFFINITY AT FORT COLLINS - PDP - PDP150010 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYDELICH ASSOCIATES Traffic & Transportation Engineering _""'/1'1111, r II &...- 2272 Glen Haven Drive Loveland, Colorado 80538 -7-1/.-/1//,- Phone: (970) 669-2061 Fax: (970) 669-5034 • MEMORANDUM TO: Mark Ossello, Inland Group Linda Ripley, Ripley Design Inc. Martina Wilkinson, City of Fort Collins FROM: Matt Delich DATE: June 17, 2015 SUBJECT: Affinity at Fort Collins Transportation Impact Study (File: 1481ME01) This memorandum constitutes a transportation impact study (TIS) for Affinity at Fort Collins. The Affinity at Fort Collins site is located north of the Front Range Village Shopping Center and is shown in Figure 1. The current site plan for Affinity at Fort Collins is shown in Figure 2. Affinity at Fort Collins is proposed as a senior apartment building with 161 units. Primary access to Affinity at Fort Collins will be via Corbett Drive. There will be emergency access to the north via Kingsley Court. The existing geometry at the Harmony/Corbett and Corbett/Council Tree intersections is shown in Figure 3. The scope of this memorandum was discussed with Martina Wilkinson, City of Fort Collins Traffic Operations. Since the trip generation is expected to be low, a memorandum analyzing impacts to the Harmony/Corbett and Corbett/Council Tree intersections was requested. A base assumptions form and related information is provided in Appendix A. Recent peak hour traffic counts at the Harmony/Corbett and Corbett/Council Tree intersections are shown in Figure 4. Traffic counts at the Harmony/Corbett intersection were obtained in June 2013. Traffic counts at the Corbett/Council Tree intersection were obtained in December 2014. Raw traffic count data is provided in Appendix B. Using the volumes shown in Figure 4, the current peak hour operation at the Harmony/Corbett and Corbett/Council Tree intersections is shown in Table 1. Calculation forms for these analyses are provided in Appendix C. The key intersections were analyzed using the signalized and unsignalized 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 (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 a "Commercial Corridor." In areas termed "Commercial Corridor," acceptable operation at signalized intersections during the peak hours is defined as level of service D or better for the overall intersection, and level of service E or better for any leg or movement. There is DELICH Affinity at Fort Collins TIS, June 2015 ASSOCIATES no level of service threshold for arterial/arterial, arterial/collector, arterial/local, and collector/local stop sign controlled intersections. As can be seen in Table 1, the Harmony/Corbett and Corbett/Council Tree intersections are currently operating acceptably with existing control and geometry. The calculated delay for each movement and leg is provided when the level of service falls in the LOS D or LOS E categories. There are pedestrian facilities adjacent to developed properties. This includes all properties within the Front Range Village Shopping Center. Bicycle lanes exist within the cross section of Harmony Road and Corbett Drive. This area is served by Transfort route 16, which runs along Harmony Road. Trip Generation, 9 th Edition, ITE was used to estimate the daily and peak hour trip generation for Affinity at Fort Collins. From this reference, the rates for Senior Attached (Code 252) were used to estimate the daily and peak hour trip generation as shown in Table 2. The trip generation resulted in 554 daily trip ends, 32 morning peak hour trip ends, and 40 afternoon peak hour trip ends. The trip distribution for Affinity at Fort Collins is shown in Figure 5. Figure 6 shows the site generated peak hour traffic assignment. Background traffic projections for the short range (2019) future horizon were obtained by reviewing forecasts from the Avago Expansion TIS. Figure 7 shows the short range (2019) background peak hour traffic at the Harmony/Corbett and Corbett/Council Tree intersections. The traffic volumes generated by the proposed Affinity at Fort Collins were added to the background traffic volumes to produce the total traffic volume forecasts for the short range (2019) future. Figure 8 shows the short range (2019) total peak hour traffic at the Harmony/Corbett and Corbett/Council Tree intersections. Table 3 shows the short range (2019) background morning and afternoon peak hour operation at the Harmony/Corbett and Corbett/Council Tree intersections. The Harmony/Corbett and Corbett/Council Tree intersections will operate at acceptable levels of service with the existing geometry and signal timing. Calculation forms for these analyses are provided in Appendix D. Table 4 shows the short range (2019) total morning and afternoon peak hour operation at the Harmony/Corbett and Corbett/Council Tree intersections. The Harmony/Corbett and Corbett/Council Tree intersections will operate at acceptable levels of service with the existing geometry and signal timing. Calculation forms for these analyses are provided in Appendix E. According to the site plan, sidewalks will be built along the property frontage on Corbett Drive and within the site. There is currently sidewalk along the west side of Corbett Drive that extends from the Front Range Village Shopping Center to the south property line of the Affinity at Fort Collins site. The Affinity at Fort Collins site is in an area within which the City requires pedestrian and bicycle level of service evaluations. DELICH Affinity at Fort Collins TIS, June 2015 ASSOCIATES Appendix F shows a map of the area that is within 1320 feet of Affinity at Fort Collins. The Affinity at Fort Collins site is located within an area termed as “Activity Center,” which sets the level of service threshold at LOS B for all measured categories except for Street Crossing, which is LOS C. There are three destination areas within 1320 feet of the proposed Affinity at Fort Collins site: 1) the residential neighborhood to the north of the site, 2) the residential neighborhood to the southwest of the site, and 3) the commercial land uses in the Front Range Village Shopping Center. However, the pedestrian relationship between the subject land use and destination areas 1 and 2 will not be significant. Appendix F contains a Pedestrian LOS Worksheet. Acceptable LOS is achieved in every category. It is expected that sidewalks will be installed along vacant properties, when these properties are developed in the future. Based upon Fort Collins bicycle LOS criteria, there is one bicycle destination within 1320 feet of the site. This destination is the Front Range Village Shopping Center. The Bicycle LOS Worksheet is provided in Appendix F. This site connects directly to bike lanes on Corbett Drive, which achieves level of service C. Currently, this area is served by Transfort route 16, which runs along Harmony Road. It is expected that transit level of service will be acceptable. It is concluded that the Harmony/Corbett and Corbett/Council Tree intersections will operate acceptably with existing geometry and control (signal timing). The Harmony/Corbett and Corbett/Council Tree intersections will meet the Fort Collins criteria for level of service during the peak hours with regard to operation. Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines. Harmony Ziegler Corbett Horsetooth Timberline Council Tree SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Affinity at Fort Collins TIS, June 2015 SCALE: 1"=100' SITE PLAN Figure 2 DELICH ASSOCIATES Affinity at Fort Collins TIS, June 2015 EXISTING INTERSECTION GEOMETRY Figure 3 DELICH ASSOCIATES Affinity at Fort Collins TIS, June 2015 Harmony Council Tree Corbett - Denotes Lane AM/PM RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Affinity At Fort Collins TIS, June 2015 124/168 34/52 35/43 51/357 14/70 39/164 126/318 997/1228 87/87 57/256 1256/1283 44/78 Harmony Council Tree Corbett 0/12 44/181 3/17 0/2 11/59 11/95 34/149 4/48 60/196 82/135 21/141 9/125 0/0 2/99 10/67 8/9 DELICH Affinity at Fort Collins TIS, June 2015 ASSOCIATES TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Harmony/Corbett (signal) EB LT D (52.6 secs) E (56.4 secs) EB T/RT B B EB APPROACH C C WB LT C D (51.1 secs) WB T A A WB RT A A WB APPROACH A B NB LT D (52.5 secs) E (56.7 secs) NB T/RT D (49.4 secs) E (61.4 secs) NB APPROACH D (51.8 secs) E (58.1 secs) SB LT D (53.5 secs) E (58.7 secs) SB T D (51.8 secs) E (65.0 secs) SB RT A A SB APPROACH D (53.0 secs) E (60.6 secs) OVERALL B C Corbett/Council Tree (roundabout) EB LT/T/RT A A WB LT/T/RT A C NB LT/T A A NB RT A A NB APPROACH A A SB LT/T/RT A B OVERALL A B DELICH Affinity at Fort Collins TIS, June 2015 ASSOCIATES TABLE 2 Trip Generation for Affinity at Fort Collins Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 252 Senior Attached 161 D.U. 3.44 554 0.07 11 0.13 21 0.14 22 0.11 18 Harmony Ziegler Corbett Council Tree 50% 15% 15% 20% NOM SCALE: 1"=600' TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES Affinity at Fort Collins TIS, June 2015 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES Affinity at Fort Collins TIS, June 2015 Harmony Council Tree Corbett 14/12 7/6 4/8 7/14 11/9 3/3 2/3 5/11 AM/PM SHORT RANGE (2019) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Affinity at Fort Collins TIS, June 2015 124/168 34/52 35/43 59/379 14/70 45/174 133/344 1079/1299 87/87 60/277 1327/1387 44/78 Harmony Council Tree Corbett 0/12 45/185 3/17 0/2 11/60 11/97 35/152 4/49 61/200 84/138 21/144 9/127 0/0 2/101 10/68 8/9 AM/PM SHORT RANGE (2019) TOTAL PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Affinity at Fort Collins TIS, June 2015 124/168 34/52 35/43 70/388 14/70 48/177 138355 1079/1299 87/87 62/280 1327/1387 44/78 Harmony Council Tree Corbett 0/12 59/197 10/23 0/2 15/68 11/97 35/152 4/49 61/200 91/152 21/144 9/127 0/0 2/101 10/68 8/9 DELICH Affinity at Fort Collins TIS, June 2015 ASSOCIATES TABLE 4 Short Range (2019) Background Peak Hour Operation Intersection Movement Level of Service AM PM Harmony/Corbett (signal) EB LT D (52.6 secs) E (57.3 secs) EB T/RT B B EB APPROACH C C WB LT C D (51.8 secs) WB T A A WB RT A A WB APPROACH A B NB LT D (52.5 secs) E (56.7 secs) NB T/RT D (49.5 secs) E (61.4 secs) NB APPROACH D (51.9 secs) E (58.1 secs) SB LT D (53.5 secs) E (59.4 secs) SB T D (51.8 secs) E (62.3 secs) SB RT A A SB APPROACH D (53.1 secs) E (60.2 secs) OVERALL B C Corbett/Council Tree (roundabout) EB LT/T/RT A A WB LT/T/RT A C NB LT/T A A NB RT A A NB APPROACH A A SB LT/T/RT A B OVERALL A B DELICH Affinity at Fort Collins TIS, June 2015 ASSOCIATES TABLE 4 Short Range (2019) Total Peak Hour Operation Intersection Movement Level of Service AM PM Harmony/Corbett (signal) EB LT D (52.9 secs) E (57.7 secs) EB T/RT B B EB APPROACH C C WB LT C D (53.8 secs) WB T A B WB RT A A WB APPROACH A B NB LT D (52.5 secs) E (56.7 secs) NB T/RT D (49.6 secs) E (61.4 secs) NB APPROACH D (51.9 secs) E (58.1 secs) SB LT D (53.6 secs) E (59.7 secs) SB T D (51.8 secs) E (61.5 secs) SB RT A A SB APPROACH D (53.2 secs) E (60.2 secs) OVERALL B C Corbett/Council Tree (roundabout) EB LT/T/RT A A WB LT/T/RT A C NB LT/T A B NB RT A A NB APPROACH A A SB LT/T/RT A B OVERALL A B APPENDIX A Harmony Ziegler Corbett Horsetooth Timberline Council Tree SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Affinity Senior Housing TIS, November 2014 Page 2 NORTH 0 100 200 400 SCALE: 1"=200'-00" TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 252 Senior Attached 160 D.U. 3.44 550 0.07 11 0.13 21 0.14 22 0.11 18 Harmony Ziegler Corbett Council Tree 50% 15% 15% 20% NOM SCALE: 1"=600' TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES Affinity Senior Housing TIS, November 2014 Page 2 APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/27/2013 Observer: City of Fort Collins Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Harmony/Corbett S = straight L = left turn Time Northbound: Corbett Southbound: Corbett Total Eastbound: Harmony Westbound: Harmony 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 35 7 10 52 8 4 12 24 76 23 269 18 310 8 293 17 318 628 704 7:45 33 7 9 49 3 2 10 15 64 36 242 27 305 10 370 12 392 697 761 8:00 20 11 10 41 13 2 12 27 68 35 235 32 302 16 297 11 324 626 694 8:15 36 9 6 51 15 6 17 38 89 32 251 10 293 10 296 17 323 616 705 7:30-8:30 124 34 35 193 39 14 51 104 297 126 997 87 1210 44 1256 57 1357 2567 2864 PHF 0.86 0.77 0.88 0.93 0.65 0.58 0.75 0.68 0.88 0.93 0.68 0.98 0.69 0.85 0.84 0.87 0.94 4:30 42 10 10 62 29 11 72 112 174 77 291 19 387 19 347 33 399 786 960 4:45 36 15 9 60 36 23 88 147 207 88 287 16 391 17 269 75 361 752 959 5:00 48 15 12 75 51 19 104 174 249 86 356 24 466 22 303 104 429 895 1144 5:15 42 12 12 66 48 17 93 158 224 67 294 28 389 20 364 44 428 817 1041 4:30-5:30 168 52 43 263 164 70 357 591 854 318 1228 87 1633 78 1283 256 1617 3250 4104 PHF 0.88 0.87 0.9 0.88 0.8 0.76 0.86 0.85 0.9 0.86 0.78 0.88 0.89 0.88 0.62 0.94 0.9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 12/2/2014 Observer: Sue Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Corbett/Council Tree S = straight L = left turn Time Northbound: Corbett Southbound: Corbett Total Eastbound: Council Tree Westbound: Council Tree Total Total Begins UT L S R Total UT L S R Total north/south UT L S R Total UT L S R Total east/west All 7:30 3 2 15 13 33 0 1 7 0 8 41 0 1 0 1 2 1 8 2 1 11 13 54 7:45 1 2 22 12 37 0 1 8 0 9 46 0 1 5 1 7 1 5 0 1 6 13 59 8:00 2 10 18 17 47 0 0 10 0 10 57 0 0 4 2 6 1 6 5 4 15 21 78 8:15 3 7 27 18 55 0 1 19 0 20 75 0 0 1 4 5 1 15 4 5 24 29 104 7:30-8:30 9 21 82 60 172 0 3 44 0 47 219 0 2 10 8 20 4 34 11 11 56 76 295 PHF 0.75 0.53 0.76 0.83 0.78 n/a 0.75 0.58 n/a 0.59 n/a 0.5 0.5 0.5 0.71 1 0.57 0.55 0.55 0.58 0.71 4:30 30 42 32 46 150 0 6 48 5 59 209 0 24 16 1 41 12 34 25 16 75 116 325 4:45 31 32 23 48 134 1 4 57 5 67 201 0 23 17 4 44 6 50 33 9 92 136 337 5:00 37 34 48 58 177 1 5 35 1 42 219 0 32 20 2 54 20 32 18 14 64 118 337 5:15 27 33 32 44 136 0 2 41 1 44 180 0 20 14 2 36 10 33 19 20 72 108 288 4:30-5:30 125 141 135 196 597 2 17 181 12 212 809 0 99 67 9 175 48 149 95 59 303 478 1287 PHF 0.84 0.84 0.7 0.84 0.84 0.5 0.71 0.79 0.6 0.79 n/a 0.77 0.84 0.56 0.81 0.6 0.75 0.72 0.74 0.82 0.95 APPENDIX C HCM 2010 Signalized Intersection Summary Recent AM 138: Corbett & Harmony Affinity Senior Housing 2/27/2015 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) 126 997 87 44 1256 57 124 34 35 39 14 51 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 0.98 1.00 1.00 1.00 0.92 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1937 1937 1937 1863 1863 1824 1863 1863 1863 Adj Flow Rate, veh/h 134 1061 84 47 1336 0 132 36 2 41 15 0 Adj No. of Lanes 230131210211 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, % 222222222222 Cap, veh/h 223 2552 202 320 3460 1077 223 127 7 121 81 69 Arrive On Green 0.06 0.53 0.53 0.35 1.00 0.00 0.06 0.07 0.07 0.04 0.04 0.00 Sat Flow, veh/h 3442 4798 379 1845 5289 1647 3442 1739 97 3442 1863 1583 Grp Volume(v), veh/h 134 749 396 47 1336 0 132 0 38 41 15 0 Grp Sat Flow(s),veh/h/ln 1721 1695 1787 1845 1763 1647 1721 0 1836 1721 1863 1583 Q Serve(g_s), s 4.2 14.6 14.6 1.9 0.0 0.0 4.1 0.0 2.2 1.3 0.9 0.0 Cycle Q Clear(g_c), s 4.2 14.6 14.6 1.9 0.0 0.0 4.1 0.0 2.2 1.3 0.9 0.0 Prop In Lane 1.00 0.21 1.00 1.00 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 223 1803 950 320 3460 1077 223 0 134 121 81 69 V/C Ratio(X) 0.60 0.42 0.42 0.15 0.39 0.00 0.59 0.00 0.28 0.34 0.19 0.00 Avail Cap(c_a), veh/h 282 1803 950 320 3460 1077 344 0 167 282 135 115 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.64 0.64 0.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 50.1 15.5 15.5 30.3 0.0 0.0 50.0 0.0 48.2 51.8 50.7 0.0 Incr Delay (d2), s/veh 2.6 0.7 1.3 0.1 0.0 0.0 2.5 0.0 1.1 1.6 1.1 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 2.1 6.9 7.5 1.0 0.0 0.0 2.0 0.0 1.1 0.6 0.5 0.0 LnGrp Delay(d),s/veh 52.6 16.2 16.8 30.4 0.0 0.0 52.5 0.0 49.4 53.5 51.8 0.0 LnGrp LOS D B B C A D D D D Approach Vol, veh/h 1279 1383 170 56 Approach Delay, s/veh 20.2 1.1 51.8 53.0 Approach LOS C A D D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.1 9.8 25.1 64.0 7.9 13.0 11.1 78.0 Change Period (Y+Rc), s 5.0 6.0 7.0 * 6.5 5.0 6.0 5.0 7.0 Max Green Setting (Gmax), s 10.0 7.0 11.5 * 58 8.0 9.0 8.0 62.0 Max Q Clear Time (g_c+I1), s 6.1 2.9 3.9 16.6 3.3 4.2 6.2 2.0 Green Ext Time (p_c), s 0.1 0.1 3.6 4.6 0.0 0.1 0.1 6.8 Intersection Summary HCM 2010 Ctrl Delay 13.5 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 AM 138: Corbett & Harmony Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates recent am.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None C-Max None None None None Maximum Split (s) 15 13 18 64 13 15 13 69 Maximum Split (%) 13.6% 11.8% 16.4% 58.2% 11.8% 13.6% 11.8% 62.7% Minimum Split (s) 11 10 11 23.5 11 10 11 27 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 2311232 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 13 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 109.5 14.5 91.5 27.5 109.5 12.5 27.5 40.5 End Time (s) 14.5 27.5 109.5 91.5 12.5 27.5 40.5 109.5 Yield/Force Off (s) 9.5 21.5 103 85 7.5 21.5 35.5 102.5 Yield/Force Off 170(s) 9.5 21.5 103 75 7.5 21.5 35.5 89.5 Local Start Time (s) 24.5 39.5 6.5 52.5 24.5 37.5 52.5 65.5 Local Yield (s) 34.5 46.5 18 0 32.5 46.5 60.5 17.5 Local Yield 170(s) 34.5 46.5 18 100 32.5 46.5 60.5 4.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 85 (77%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 138: Corbett & Harmony HCM 2010 Signalized Intersection Summary Recent PM 138: Corbett & Harmony Affinity Senior Housing 2/27/2015 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) 318 1228 87 78 1283 256 168 52 43 164 70 357 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 0.99 1.00 1.00 1.00 0.96 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1937 1937 1937 1863 1863 1824 1863 1863 1863 Adj Flow Rate, veh/h 353 1364 89 87 1426 0 187 58 20 182 78 0 Adj No. of Lanes 230131210211 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 446 2863 187 177 2996 933 275 90 31 266 123 104 Arrive On Green 0.13 0.59 0.59 0.13 0.75 0.00 0.08 0.07 0.07 0.08 0.07 0.00 Sat Flow, veh/h 3442 4874 318 1845 5289 1647 3442 1309 451 3442 1863 1583 Grp Volume(v), veh/h 353 949 504 87 1426 0 187 0 78 182 78 0 Grp Sat Flow(s),veh/h/ln 1721 1695 1802 1845 1763 1647 1721 0 1760 1721 1863 1583 Q Serve(g_s), s 11.9 19.2 19.2 5.3 12.4 0.0 6.3 0.0 5.2 6.2 4.9 0.0 Cycle Q Clear(g_c), s 11.9 19.2 19.2 5.3 12.4 0.0 6.3 0.0 5.2 6.2 4.9 0.0 Prop In Lane 1.00 0.18 1.00 1.00 1.00 0.26 1.00 1.00 Lane Grp Cap(c), veh/h 446 1992 1058 177 2996 933 275 0 121 266 123 104 V/C Ratio(X) 0.79 0.48 0.48 0.49 0.48 0.00 0.68 0.00 0.65 0.68 0.64 0.00 Avail Cap(c_a), veh/h 574 1992 1058 177 2996 933 402 0 147 315 123 104 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.71 0.71 0.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 50.7 14.2 14.2 49.6 7.9 0.0 53.7 0.0 54.5 53.9 54.6 0.0 Incr Delay (d2), s/veh 5.8 0.8 1.5 1.5 0.1 0.0 2.9 0.0 7.0 4.8 10.3 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 6.0 9.2 10.0 2.7 5.9 0.0 3.1 0.0 2.7 3.1 2.9 0.0 LnGrp Delay(d),s/veh 56.4 15.0 15.7 51.1 8.0 0.0 56.7 0.0 61.4 58.7 65.0 0.0 LnGrp LOS E B B D A E E E E Approach Vol, veh/h 1806 1513 265 260 Approach Delay, s/veh 23.3 10.5 58.1 60.6 Approach LOS C B E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.6 12.9 17.5 76.0 13.3 13.2 19.5 74.0 Change Period (Y+Rc), s 5.0 6.0 7.0 6.5 5.0 6.0 5.0 7.0 Max Green Setting (Gmax), s 13.0 6.0 7.0 69.5 10.0 9.0 19.0 59.0 Max Q Clear Time (g_c+I1), s 8.3 6.9 7.3 21.2 8.2 7.2 13.9 14.4 Green Ext Time (p_c), s 0.3 0.0 0.0 6.3 0.1 0.0 0.6 7.4 Intersection Summary HCM 2010 Ctrl Delay 23.2 HCM 2010 LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Recent PM 138: Corbett & Harmony Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates recent pm.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None C-Max None None None None Maximum Split (s) 18 12 14 76 15 15 24 66 Maximum Split (%) 15.0% 10.0% 11.7% 63.3% 12.5% 12.5% 20.0% 55.0% Minimum Split (s) 11 10 11 23.5 11 10 11 27 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 2 3 1.5 1232 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 13 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 58.5 76.5 44.5 88.5 58.5 73.5 88.5 112.5 End Time (s) 76.5 88.5 58.5 44.5 73.5 88.5 112.5 58.5 Yield/Force Off (s) 71.5 82.5 51.5 38 68.5 82.5 107.5 51.5 Yield/Force Off 170(s) 71.5 82.5 51.5 28 68.5 82.5 107.5 38.5 Local Start Time (s) 20.5 38.5 6.5 50.5 20.5 35.5 50.5 74.5 Local Yield (s) 33.5 44.5 13.5 0 30.5 44.5 69.5 13.5 Local Yield 170(s) 33.5 44.5 13.5 110 30.5 44.5 69.5 0.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 38 (32%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 138: Corbett & Harmony HCM 2010 Roundabout Recent AM 1: Corbett & Council Tree Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates recent am.syn Intersection Intersection Delay, s/veh 4.2 Intersection LOS A Approach EB WB NB SB Entry Lanes 1121 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 23 71 202 56 Demand Flow Rate, veh/h 23 72 206 57 Vehicles Circulating, veh/h 103 136 18 95 Vehicles Exiting, veh/h 49 88 108 113 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 3.8 4.4 4.2 4.1 Approach LOS AAAA Lane Left Left Left Right Left Designated Moves LTR LTR LT R LTR Assumed Moves LTR LTR LT R LTR RT Channelized Lane Util 1.000 1.000 0.650 0.350 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 5.193 Entry Flow, veh/h 23 72 134 72 57 Cap Entry Lane, veh/h 1019 986 1110 1110 1028 Entry HV Adj Factor 0.990 0.983 0.978 0.986 0.982 Flow Entry, veh/h 23 71 131 71 56 Cap Entry, veh/h 1009 969 1086 1094 1009 V/C Ratio 0.023 0.073 0.121 0.065 0.055 Control Delay, s/veh 3.8 4.4 4.4 3.8 4.1 LOS A A A A A 95th %tile Queue, veh 0 0 0 0 0 Lanes and Geometrics Recent AM 1: Corbett & Council Tree Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates recent am.syn 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 1 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 0.947 0.975 0.850 Flt Protected 0.996 0.969 0.987 0.996 Satd. Flow (prot) 0 1757 0 0 1760 0 0 1839 1583 0 1855 0 Flt Permitted 0.996 0.969 0.987 0.996 Satd. Flow (perm) 0 1757 0 0 1760 0 0 1839 1583 0 1855 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 408 477 806 315 Travel Time (s) 9.3 10.8 18.3 7.2 Intersection Summary Area Type: Other HCM 2010 Roundabout Recent PM 1: Council Tree & Corbett Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates recent pm.syn Intersection Intersection Delay, s/veh 10.7 Intersection LOS B Approach EB WB NB SB Entry Lanes 1121 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 184 369 628 224 Demand Flow Rate, veh/h 187 376 641 228 Vehicles Circulating, veh/h 426 537 198 599 Vehicles Exiting, veh/h 401 302 415 314 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 7.9 15.5 8.6 11.1 Approach LOS A C A B Lane Left Left Left Right Left Designated Moves LTR LTR LT R LTR Assumed Moves LTR LTR LT R LTR RT Channelized Lane Util 1.000 1.000 0.672 0.328 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 5.193 Entry Flow, veh/h 187 376 431 210 228 Cap Entry Lane, veh/h 738 660 927 927 621 Entry HV Adj Factor 0.982 0.981 0.979 0.981 0.983 Flow Entry, veh/h 184 369 422 206 224 Cap Entry, veh/h 725 648 908 909 610 V/C Ratio 0.253 0.569 0.465 0.227 0.367 Control Delay, s/veh 7.9 15.5 9.7 6.2 11.1 LOS A C A A B 95th %tile Queue, veh 1 4 3 1 2 Lanes and Geometrics Recent PM 1: Council Tree & Corbett Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates recent pm.syn 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 1 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 0.993 0.977 0.850 0.992 Flt Protected 0.973 0.973 0.968 0.996 Satd. Flow (prot) 0 1800 0 0 1771 0 0 1803 1583 0 1840 0 Flt Permitted 0.973 0.973 0.968 0.996 Satd. Flow (perm) 0 1800 0 0 1771 0 0 1803 1583 0 1840 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 507 573 820 473 Travel Time (s) 11.5 13.0 18.6 10.8 Intersection Summary Area Type: Other 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 Background AM 138: Corbett & Harmony Affinity Senior Housing 2/27/2015 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) 133 1079 87 44 1327 60 124 34 35 45 14 59 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 0.98 1.00 1.00 1.00 0.92 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1937 1937 1937 1863 1863 1824 1863 1863 1863 Adj Flow Rate, veh/h 141 1148 86 47 1412 0 132 36 1 48 15 0 Adj No. of Lanes 230131210211 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, % 222222222222 Cap, veh/h 230 2563 192 320 3447 1073 223 129 4 128 81 69 Arrive On Green 0.07 0.53 0.53 0.35 1.00 0.00 0.06 0.07 0.07 0.04 0.04 0.00 Sat Flow, veh/h 3442 4820 361 1845 5289 1647 3442 1799 50 3442 1863 1583 Grp Volume(v), veh/h 141 807 427 47 1412 0 132 0 37 48 15 0 Grp Sat Flow(s),veh/h/ln 1721 1695 1791 1845 1763 1647 1721 0 1849 1721 1863 1583 Q Serve(g_s), s 4.4 16.1 16.1 1.9 0.0 0.0 4.1 0.0 2.1 1.5 0.9 0.0 Cycle Q Clear(g_c), s 4.4 16.1 16.1 1.9 0.0 0.0 4.1 0.0 2.1 1.5 0.9 0.0 Prop In Lane 1.00 0.20 1.00 1.00 1.00 0.03 1.00 1.00 Lane Grp Cap(c), veh/h 230 1803 952 320 3447 1073 223 0 132 128 81 69 V/C Ratio(X) 0.61 0.45 0.45 0.15 0.41 0.00 0.59 0.00 0.28 0.38 0.18 0.00 Avail Cap(c_a), veh/h 282 1803 952 320 3447 1073 344 0 168 282 135 115 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.64 0.64 0.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 49.9 15.8 15.8 30.3 0.0 0.0 50.0 0.0 48.4 51.7 50.7 0.0 Incr Delay (d2), s/veh 2.6 0.8 1.5 0.1 0.1 0.0 2.5 0.0 1.1 1.8 1.1 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 2.2 7.7 8.3 1.0 0.0 0.0 2.0 0.0 1.1 0.7 0.5 0.0 LnGrp Delay(d),s/veh 52.6 16.6 17.4 30.5 0.1 0.0 52.5 0.0 49.5 53.5 51.8 0.0 LnGrp LOS D B B C A D D D D Approach Vol, veh/h 1375 1459 169 63 Approach Delay, s/veh 20.5 1.0 51.9 53.1 Approach LOS C A D D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.1 9.8 25.1 64.0 8.1 12.9 11.4 77.7 Change Period (Y+Rc), s 5.0 6.0 7.0 * 6.5 5.0 6.0 5.0 7.0 Max Green Setting (Gmax), s 10.0 7.0 11.5 * 58 8.0 9.0 8.0 62.0 Max Q Clear Time (g_c+I1), s 6.1 2.9 3.9 18.1 3.5 4.1 6.4 2.0 Green Ext Time (p_c), s 0.1 0.0 3.8 5.1 0.0 0.1 0.1 7.3 Intersection Summary HCM 2010 Ctrl Delay 13.7 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 Background AM 138: Corbett & Harmony Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates sb am.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None C-Max None None None None Maximum Split (s) 15 13 18 64 13 15 13 69 Maximum Split (%) 13.6% 11.8% 16.4% 58.2% 11.8% 13.6% 11.8% 62.7% Minimum Split (s) 11 10 11 23.5 11 10 11 27 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 2311232 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 13 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 109.5 14.5 91.5 27.5 109.5 12.5 27.5 40.5 End Time (s) 14.5 27.5 109.5 91.5 12.5 27.5 40.5 109.5 Yield/Force Off (s) 9.5 21.5 103 85 7.5 21.5 35.5 102.5 Yield/Force Off 170(s) 9.5 21.5 103 75 7.5 21.5 35.5 89.5 Local Start Time (s) 24.5 39.5 6.5 52.5 24.5 37.5 52.5 65.5 Local Yield (s) 34.5 46.5 18 0 32.5 46.5 60.5 17.5 Local Yield 170(s) 34.5 46.5 18 100 32.5 46.5 60.5 4.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 85 (77%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 138: Corbett & Harmony HCM 2010 Signalized Intersection Summary Short Background PM 138: Corbett & Harmony Affinity Senior Housing 2/27/2015 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) 344 1299 87 78 1387 277 168 52 43 174 70 379 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 0.99 1.00 1.00 1.00 0.96 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1937 1937 1937 1863 1863 1824 1863 1863 1863 Adj Flow Rate, veh/h 382 1443 90 87 1541 0 187 58 20 193 78 0 Adj No. of Lanes 230131210211 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 473 2873 179 171 2938 915 275 90 31 276 128 109 Arrive On Green 0.14 0.59 0.59 0.12 0.74 0.00 0.08 0.07 0.07 0.08 0.07 0.00 Sat Flow, veh/h 3442 4889 305 1845 5289 1647 3442 1309 451 3442 1863 1583 Grp Volume(v), veh/h 382 1001 532 87 1541 0 187 0 78 193 78 0 Grp Sat Flow(s),veh/h/ln 1721 1695 1804 1845 1763 1647 1721 0 1760 1721 1863 1583 Q Serve(g_s), s 12.9 20.7 20.7 5.3 14.9 0.0 6.3 0.0 5.2 6.6 4.9 0.0 Cycle Q Clear(g_c), s 12.9 20.7 20.7 5.3 14.9 0.0 6.3 0.0 5.2 6.6 4.9 0.0 Prop In Lane 1.00 0.17 1.00 1.00 1.00 0.26 1.00 1.00 Lane Grp Cap(c), veh/h 473 1992 1060 171 2938 915 275 0 121 276 128 109 V/C Ratio(X) 0.81 0.50 0.50 0.51 0.52 0.00 0.68 0.00 0.65 0.70 0.61 0.00 Avail Cap(c_a), veh/h 574 1992 1060 171 2938 915 402 0 147 315 128 109 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.71 0.71 0.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 50.2 14.5 14.5 50.0 8.9 0.0 53.7 0.0 54.5 53.8 54.3 0.0 Incr Delay (d2), s/veh 7.1 0.9 1.7 1.7 0.1 0.0 2.9 0.0 7.0 5.7 8.0 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 6.6 9.8 10.7 2.8 7.1 0.0 3.1 0.0 2.7 3.3 2.8 0.0 LnGrp Delay(d),s/veh 57.3 15.4 16.2 51.8 9.0 0.0 56.7 0.0 61.4 59.4 62.3 0.0 LnGrp LOS E B B D A E E E E Approach Vol, veh/h 1915 1628 265 271 Approach Delay, s/veh 24.0 11.3 58.1 60.2 Approach LOS C B E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.6 13.3 17.1 76.0 13.6 13.2 20.5 72.7 Change Period (Y+Rc), s 5.0 6.0 7.0 6.5 5.0 6.0 5.0 7.0 Max Green Setting (Gmax), s 13.0 6.0 7.0 69.5 10.0 9.0 19.0 59.0 Max Q Clear Time (g_c+I1), s 8.3 6.9 7.3 22.7 8.6 7.2 14.9 16.9 Green Ext Time (p_c), s 0.3 0.0 0.0 6.9 0.1 0.0 0.6 8.3 Intersection Summary HCM 2010 Ctrl Delay 23.5 HCM 2010 LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Background PM 138: Corbett & Harmony Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates sb pm.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None C-Max None None None None Maximum Split (s) 18 12 14 76 15 15 24 66 Maximum Split (%) 15.0% 10.0% 11.7% 63.3% 12.5% 12.5% 20.0% 55.0% Minimum Split (s) 11 10 11 23.5 11 10 11 27 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 2 3 1.5 1232 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 13 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 58.5 76.5 44.5 88.5 58.5 73.5 88.5 112.5 End Time (s) 76.5 88.5 58.5 44.5 73.5 88.5 112.5 58.5 Yield/Force Off (s) 71.5 82.5 51.5 38 68.5 82.5 107.5 51.5 Yield/Force Off 170(s) 71.5 82.5 51.5 28 68.5 82.5 107.5 38.5 Local Start Time (s) 20.5 38.5 6.5 50.5 20.5 35.5 50.5 74.5 Local Yield (s) 33.5 44.5 13.5 0 30.5 44.5 69.5 13.5 Local Yield 170(s) 33.5 44.5 13.5 110 30.5 44.5 69.5 0.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 38 (32%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 138: Corbett & Harmony HCM 2010 Roundabout Short Background AM 1: Corbett & Council Tree Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates sb am.syn Intersection Intersection Delay, s/veh 4.2 Intersection LOS A Approach EB WB NB SB Entry Lanes 1121 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 23 72 206 57 Demand Flow Rate, veh/h 23 73 210 58 Vehicles Circulating, veh/h 105 139 18 96 Vehicles Exiting, veh/h 49 89 110 116 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 3.8 4.4 4.2 4.1 Approach LOS AAAA Lane Left Left Left Right Left Designated Moves LTR LTR LT R LTR Assumed Moves LTR LTR LT R LTR RT Channelized Lane Util 1.000 1.000 0.652 0.348 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 5.193 Entry Flow, veh/h 23 73 137 73 58 Cap Entry Lane, veh/h 1017 983 1110 1110 1027 Entry HV Adj Factor 0.990 0.983 0.978 0.986 0.982 Flow Entry, veh/h 23 72 134 72 57 Cap Entry, veh/h 1007 966 1086 1095 1008 V/C Ratio 0.023 0.074 0.123 0.066 0.057 Control Delay, s/veh 3.8 4.4 4.4 3.8 4.1 LOS A A A A A 95th %tile Queue, veh 0 0 0 0 0 Lanes and Geometrics Short Background AM 1: Corbett & Council Tree Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates sb am.syn 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 1 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 0.947 0.976 0.850 Flt Protected 0.996 0.969 0.987 0.997 Satd. Flow (prot) 0 1757 0 0 1762 0 0 1839 1583 0 1857 0 Flt Permitted 0.996 0.969 0.987 0.997 Satd. Flow (perm) 0 1757 0 0 1762 0 0 1839 1583 0 1857 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 408 477 806 315 Travel Time (s) 9.3 10.8 18.3 7.2 Intersection Summary Area Type: Other HCM 2010 Roundabout Short Background PM 1: Council Tree & Corbett Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Intersection Delay, s/veh 11.0 Intersection LOS B Approach EB WB NB SB Entry Lanes 1121 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 187 377 641 228 Demand Flow Rate, veh/h 190 384 654 232 Vehicles Circulating, veh/h 435 547 201 611 Vehicles Exiting, veh/h 408 308 424 320 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 8.1 16.2 8.7 11.4 Approach LOS A C A B Lane Left Left Left Right Left Designated Moves LTR LTR LT R LTR Assumed Moves LTR LTR LT R LTR RT Channelized Lane Util 1.000 1.000 0.671 0.329 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 5.193 Entry Flow, veh/h 190 384 439 215 232 Cap Entry Lane, veh/h 731 654 924 924 613 Entry HV Adj Factor 0.982 0.982 0.980 0.981 0.983 Flow Entry, veh/h 187 377 430 211 228 Cap Entry, veh/h 718 642 905 907 603 V/C Ratio 0.260 0.587 0.475 0.233 0.378 Control Delay, s/veh 8.1 16.2 9.9 6.3 11.4 LOS A C A A B 95th %tile Queue, veh 1 4 3 1 2 Lanes and Geometrics Short Background PM 1: Council Tree & Corbett Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates sb pm.syn 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 1 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 0.994 0.977 0.850 0.992 Flt Protected 0.972 0.973 0.968 0.996 Satd. Flow (prot) 0 1800 0 0 1771 0 0 1803 1583 0 1840 0 Flt Permitted 0.972 0.973 0.968 0.996 Satd. Flow (perm) 0 1800 0 0 1771 0 0 1803 1583 0 1840 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 507 573 820 473 Travel Time (s) 11.5 13.0 18.6 10.8 Intersection Summary Area Type: Other APPENDIX E HCM 2010 Signalized Intersection Summary Short Total AM 138: Corbett & Harmony Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 138 1079 87 44 1327 62 124 34 35 48 14 70 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 0.98 1.00 1.00 1.00 0.92 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1937 1937 1937 1863 1863 1824 1863 1863 1863 Adj Flow Rate, veh/h 147 1148 86 47 1412 0 132 36 1 51 15 0 Adj No. of Lanes 230131210211 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, % 222222222222 Cap, veh/h 236 2563 192 319 3437 1070 223 128 4 130 82 69 Arrive On Green 0.07 0.53 0.53 0.35 1.00 0.00 0.06 0.07 0.07 0.04 0.04 0.00 Sat Flow, veh/h 3442 4820 361 1845 5289 1647 3442 1799 50 3442 1863 1583 Grp Volume(v), veh/h 147 807 427 47 1412 0 132 0 37 51 15 0 Grp Sat Flow(s),veh/h/ln 1721 1695 1791 1845 1763 1647 1721 0 1849 1721 1863 1583 Q Serve(g_s), s 4.6 16.1 16.1 1.9 0.0 0.0 4.1 0.0 2.1 1.6 0.9 0.0 Cycle Q Clear(g_c), s 4.6 16.1 16.1 1.9 0.0 0.0 4.1 0.0 2.1 1.6 0.9 0.0 Prop In Lane 1.00 0.20 1.00 1.00 1.00 0.03 1.00 1.00 Lane Grp Cap(c), veh/h 236 1803 952 319 3437 1070 223 0 131 130 82 69 V/C Ratio(X) 0.62 0.45 0.45 0.15 0.41 0.00 0.59 0.00 0.28 0.39 0.18 0.00 Avail Cap(c_a), veh/h 282 1803 952 319 3437 1070 344 0 168 282 135 115 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.64 0.64 0.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 49.8 15.8 15.8 30.4 0.0 0.0 50.0 0.0 48.4 51.7 50.7 0.0 Incr Delay (d2), s/veh 3.1 0.8 1.5 0.1 0.1 0.0 2.5 0.0 1.2 1.9 1.1 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 2.3 7.7 8.3 1.0 0.0 0.0 2.0 0.0 1.1 0.8 0.5 0.0 LnGrp Delay(d),s/veh 52.9 16.6 17.4 30.5 0.1 0.0 52.5 0.0 49.6 53.6 51.8 0.0 LnGrp LOS D B B C A D D D D Approach Vol, veh/h 1381 1459 169 66 Approach Delay, s/veh 20.7 1.0 51.9 53.2 Approach LOS C A D D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.1 9.8 25.0 64.0 8.2 12.8 11.6 77.5 Change Period (Y+Rc), s 5.0 6.0 7.0 * 6.5 5.0 6.0 5.0 7.0 Max Green Setting (Gmax), s 10.0 7.0 11.5 * 58 8.0 9.0 8.0 62.0 Max Q Clear Time (g_c+I1), s 6.1 2.9 3.9 18.1 3.6 4.1 6.6 2.0 Green Ext Time (p_c), s 0.1 0.0 3.8 5.1 0.0 0.1 0.1 7.3 Intersection Summary HCM 2010 Ctrl Delay 13.8 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 AM 138: Corbett & Harmony Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates st am.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None C-Max None None None None Maximum Split (s) 15 13 18 64 13 15 13 69 Maximum Split (%) 13.6% 11.8% 16.4% 58.2% 11.8% 13.6% 11.8% 62.7% Minimum Split (s) 11 10 11 23.5 11 10 11 27 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 2311232 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 13 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 109.5 14.5 91.5 27.5 109.5 12.5 27.5 40.5 End Time (s) 14.5 27.5 109.5 91.5 12.5 27.5 40.5 109.5 Yield/Force Off (s) 9.5 21.5 103 85 7.5 21.5 35.5 102.5 Yield/Force Off 170(s) 9.5 21.5 103 75 7.5 21.5 35.5 89.5 Local Start Time (s) 24.5 39.5 6.5 52.5 24.5 37.5 52.5 65.5 Local Yield (s) 34.5 46.5 18 0 32.5 46.5 60.5 17.5 Local Yield 170(s) 34.5 46.5 18 100 32.5 46.5 60.5 4.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 85 (77%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 138: Corbett & Harmony HCM 2010 Signalized Intersection Summary Short Total PM 138: Corbett & Harmony Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 355 1299 87 78 1387 280 168 52 43 177 70 388 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 0.99 1.00 1.00 1.00 0.96 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1937 1937 1937 1863 1863 1824 1863 1863 1863 Adj Flow Rate, veh/h 394 1443 90 87 1541 0 187 58 20 197 78 0 Adj No. of Lanes 230131210211 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 484 2873 179 169 2915 908 275 90 31 280 130 111 Arrive On Green 0.14 0.59 0.59 0.09 0.55 0.00 0.08 0.07 0.07 0.08 0.07 0.00 Sat Flow, veh/h 3442 4889 305 1845 5289 1647 3442 1309 451 3442 1863 1583 Grp Volume(v), veh/h 394 1001 532 87 1541 0 187 0 78 197 78 0 Grp Sat Flow(s),veh/h/ln 1721 1695 1804 1845 1763 1647 1721 0 1760 1721 1863 1583 Q Serve(g_s), s 13.3 20.7 20.7 5.4 22.1 0.0 6.3 0.0 5.2 6.7 4.9 0.0 Cycle Q Clear(g_c), s 13.3 20.7 20.7 5.4 22.1 0.0 6.3 0.0 5.2 6.7 4.9 0.0 Prop In Lane 1.00 0.17 1.00 1.00 1.00 0.26 1.00 1.00 Lane Grp Cap(c), veh/h 484 1992 1060 169 2915 908 275 0 121 280 130 111 V/C Ratio(X) 0.81 0.50 0.50 0.51 0.53 0.00 0.68 0.00 0.65 0.70 0.60 0.00 Avail Cap(c_a), veh/h 574 1992 1060 169 2915 908 402 0 147 315 130 111 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 0.71 0.71 0.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 50.0 14.5 14.5 51.9 17.1 0.0 53.7 0.0 54.5 53.7 54.2 0.0 Incr Delay (d2), s/veh 7.6 0.9 1.7 1.9 0.1 0.0 2.9 0.0 7.0 6.0 7.3 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 6.9 9.8 10.7 2.8 10.7 0.0 3.1 0.0 2.7 3.4 2.8 0.0 LnGrp Delay(d),s/veh 57.7 15.4 16.2 53.8 17.2 0.0 56.7 0.0 61.4 59.7 61.5 0.0 LnGrp LOS E B B D B E E E E Approach Vol, veh/h 1927 1628 265 275 Approach Delay, s/veh 24.3 19.1 58.1 60.2 Approach LOS C B E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.6 13.4 17.0 76.0 13.8 13.2 20.9 72.1 Change Period (Y+Rc), s 5.0 6.0 7.0 6.5 5.0 6.0 5.0 7.0 Max Green Setting (Gmax), s 13.0 6.0 7.0 69.5 10.0 9.0 19.0 59.0 Max Q Clear Time (g_c+I1), s 8.3 6.9 7.4 22.7 8.7 7.2 15.3 24.1 Green Ext Time (p_c), s 0.3 0.0 0.0 6.9 0.1 0.0 0.5 8.1 Intersection Summary HCM 2010 Ctrl Delay 26.8 HCM 2010 LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Total PM 138: Corbett & Harmony Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates st pm.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None C-Max None None None None Maximum Split (s) 18 12 14 76 15 15 24 66 Maximum Split (%) 15.0% 10.0% 11.7% 63.3% 12.5% 12.5% 20.0% 55.0% Minimum Split (s) 11 10 11 23.5 11 10 11 27 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 2 3 1.5 1232 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 13 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 58.5 76.5 44.5 88.5 58.5 73.5 88.5 112.5 End Time (s) 76.5 88.5 58.5 44.5 73.5 88.5 112.5 58.5 Yield/Force Off (s) 71.5 82.5 51.5 38 68.5 82.5 107.5 51.5 Yield/Force Off 170(s) 71.5 82.5 51.5 28 68.5 82.5 107.5 38.5 Local Start Time (s) 20.5 38.5 6.5 50.5 20.5 35.5 50.5 74.5 Local Yield (s) 33.5 44.5 13.5 0 30.5 44.5 69.5 13.5 Local Yield 170(s) 33.5 44.5 13.5 110 30.5 44.5 69.5 0.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 38 (32%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 138: Corbett & Harmony HCM 2010 Roundabout Short Total AM 1: Corbett & Council Tree Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates st am.syn Intersection Intersection Delay, s/veh 4.3 Intersection LOS A Approach EB WB NB SB Entry Lanes 1121 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 23 77 214 81 Demand Flow Rate, veh/h 23 78 218 82 Vehicles Circulating, veh/h 129 147 26 96 Vehicles Exiting, veh/h 49 97 126 129 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 3.9 4.5 4.3 4.3 Approach LOS AAAA Lane Left Left Left Right Left Designated Moves LTR LTR LT R LTR Assumed Moves LTR LTR LT R LTR RT Channelized Lane Util 1.000 1.000 0.665 0.335 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 5.193 Entry Flow, veh/h 23 78 145 73 82 Cap Entry Lane, veh/h 993 975 1101 1101 1027 Entry HV Adj Factor 0.990 0.984 0.978 0.986 0.983 Flow Entry, veh/h 23 77 142 72 81 Cap Entry, veh/h 983 960 1077 1086 1009 V/C Ratio 0.023 0.080 0.132 0.066 0.080 Control Delay, s/veh 3.9 4.5 4.5 3.9 4.3 LOS A A A A A 95th %tile Queue, veh 0 0 0 0 0 Lanes and Geometrics Short Total AM 1: Corbett & Council Tree Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates st am.syn 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 1 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 0.947 0.968 0.850 Flt Protected 0.996 0.971 0.988 0.993 Satd. Flow (prot) 0 1757 0 0 1751 0 0 1840 1583 0 1850 0 Flt Permitted 0.996 0.971 0.988 0.993 Satd. Flow (perm) 0 1757 0 0 1751 0 0 1840 1583 0 1850 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 408 477 806 315 Travel Time (s) 9.3 10.8 18.3 7.2 Intersection Summary Area Type: Other HCM 2010 Roundabout Short Total PM 1: Council Tree & Corbett Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates st pm.syn Intersection Intersection Delay, s/veh 11.6 Intersection LOS B Approach EB WB NB SB Entry Lanes 1121 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 187 386 656 246 Demand Flow Rate, veh/h 190 393 669 251 Vehicles Circulating, veh/h 454 562 208 611 Vehicles Exiting, veh/h 408 315 436 344 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 8.3 17.2 9.1 12.1 Approach LOS A C A B Lane Left Left Left Right Left Designated Moves LTR LTR LT R LTR Assumed Moves LTR LTR LT R LTR RT Channelized Lane Util 1.000 1.000 0.679 0.321 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 5.193 Entry Flow, veh/h 190 393 454 215 251 Cap Entry Lane, veh/h 718 644 918 918 613 Entry HV Adj Factor 0.982 0.982 0.980 0.981 0.980 Flow Entry, veh/h 187 386 445 211 246 Cap Entry, veh/h 705 633 899 901 601 V/C Ratio 0.265 0.610 0.495 0.234 0.409 Control Delay, s/veh 8.3 17.2 10.3 6.4 12.1 LOS A C B A B 95th %tile Queue, veh 1 4 3 1 2 Lanes and Geometrics Short Total PM 1: Council Tree & Corbett Affinity Senior Housing 2/27/2015 Synchro 9 Light Report Delich Associates st pm.syn 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 1 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 0.994 0.975 0.850 0.993 Flt Protected 0.972 0.973 0.969 0.995 Satd. Flow (prot) 0 1800 0 0 1767 0 0 1805 1583 0 1840 0 Flt Permitted 0.972 0.973 0.969 0.995 Satd. Flow (perm) 0 1800 0 0 1767 0 0 1805 1583 0 1840 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 507 573 820 473 Travel Time (s) 11.5 13.0 18.6 10.8 Intersection Summary Area Type: Other APPENDIX F Harmony Corbett Council Tree SCALE: 1"=600' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Affinity at Fort Collins TIS, June 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 Residential neighborhood to the north of the site Residential Minimum B B C B B 1 Actual A D A B B Proposed A B A B B Residential neighborhood to the SW of the site Residential Minimum B B C B B 2 Actual F D B B B Proposed A B B B B Front Range Village Commercial Minimum B B C B B 3 Actual A B A B A Proposed A B A B A Minimum 4 Actual Proposed Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed Harmony Corbett Council Tree SCALE: 1"=600' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Affinity at Fort Collins TIS, June 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 1 Front Range Village Commercial C C C 2 3 4