Loading...
HomeMy WebLinkAboutMASON PLACE - MAJOR AMENDMENT - MJA180003 - SUBMITTAL DOCUMENTS - ROUND 2 - TRAFFIC STUDYDELICH Mason Place TIS, April 2018 ASSOCIATES Creger Drive is north of the site and is classified as a local street. Creger Drive connects Mason Street to College Avenue. It has a two-lane cross section. There is stop sign control on Creger Drive at the Mason/Creger intersection. The College/Creger intersection allows right-/right-out/left-in traffic movements. Colboard Drive is to the south. It connects Mason Street to College Avenue. It has a two-lane cross section. There is stop sign control on Colboard Drive at the Mason/ Colboard intersection. The College/Colboard intersection allows right-in/right-out traffic movements. The Midtown Arts Center has three live theater venues, the box office, and theater offices. During weekdays, there is some activity related to the box office and theater offices. The theater itself is primarily active on Friday evenings and on weekends. Recent peak hour traffic volumes at the Mason/Creger and Mason/Colboard intersections are shown in Figure 2. The traffic counts were obtained in March 2018. Raw traffic data is proved in Appendix B. The key intersections were evaluated and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The key intersections meet the Fort Collins operational criteria with the existing control and geometry. The intersections were evaluated using techniques provided in the 2010 Highway Capacity Manual. A description of level of service from signalized and unsignalized intersections from the 2010 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (intersections) are also provided in Appendix C. Acceptable operation considered to be a level of service D overall and level of service F for any approach leg at arterial/local stop sign controlled intersections. PROPOSAL AND TRIP GENERATION The existing building will be renovated for the proposed Mason Place Permanent Supportive Housing. The site plan is shown in Figure 3. The driveway on Creger Drive will be retained accessing the north parking lot. This parking lot will have 24 parking spaces and a loading zone. The main doors will be at the northwest corner of the building. The current driveway to Mason Street (~215 feet south of Creger Drive) will be closed. A driveway is proposed to Mason Street (~345 feet south of Creger Drive). This driveway will provide access to the parking lot to the south, as well as emergency vehicle access to the south end of the building. Mason Place will have 60 apartment units. The day-to-day staff will consist of 6 employees. The residents of Mason Place will be formerly homeless individuals with a disability. Typically these individuals have low employment rates and low automobile ownership rates. The trip generation was calculated using the reference document Trip Generation, 10th Edition, ITE. Due to the unique nature of the residents, a number of land uses from the cited reference were used and averaged as noted in Table 2. The trip generation for Mason Place resulted in: 298 daily trip ends, 20 morning peak hour trip ends, and 23 afternoon peak hour trip ends. DELICH Mason Place TIS, April 2018 ASSOCIATES TRIP DISTRIBUTION/SITE TRAFFIC ASSIGMENT Given the street network in the area and the site location in Fort Collins, it is expected that the trip distribution will be as depicted in Figure 4. The trip distribution was agreed to in the scoping discussions. Figure 5 shows the site generated peak hour traffic at the key intersections. BACKGROUND AND TOTAL TRAFFIC FORECASTS Figure 6 shows the short range (2023) background traffic forecasts. The short range background traffic was developed by factoring the volumes at the key intersections by 2 percent per year. The background traffic growth was agreed to in scoping discussions. Figure 7 shows the short range (2023) total (site assignment plus background) peak hour traffic. AUXILIARY LANE EVAULATION Based upon the site generated traffic shown in Figure 5, auxiliary lanes are not required at any of the site driveways. OPERATIONS ANALYSIS The operations analyses were performed at the Mason/Creger, Mason/Colboard, Creger/Site Access, and Mason/Site Access intersections. The operations analyses were conducted for the short range future reflecting a 2023 condition. Using the traffic volumes shown in Figure 6, the Mason/Creger, Mason/Colboard, and Creger/Safeway intersections will operate in the short range background traffic condition as indicated in Table 3. Calculation forms are provided in Appendix D. The key intersections will meet the Fort Collins operational criteria during the peak hours. Table 4 shows the short range (2023) total peak hour operation at the key intersections using the volumes in Figure 7. The key intersections will meet the Fort Collins operational criteria during the peak hours. Calculation forms are provided in Appendix E. PARKING IMPACT Mason Place is providing 24 parking spaces in the north lot and three parking spaces to the south of the building, within the parcel (Lot 5) that is designated for Mason Place. Six spaces will be designated as ADA. Based upon Fort Collins parking criterion, this 60 unit apartment building will require 46 parking spaces. Mason Place is within the TOD zone. DELICH Mason Place TIS, April 2018 ASSOCIATES Since Mason Place provides affordable housing, a 50 percent reduction can be applied to the parking requirement. This results in a parking requirement of 23 parking spaces. Separate 10 percent reductions can be applied for provision of a Transit Pass for each resident and the proximity (<1000 feet) to a MAX Station. The resulting parking requirement is then 19 parking spaces. Since there are 27 parking spaces provided on- site, the minimum parking requirement is exceeded by eight parking spaces. In addition to the on-site parking spaces, there are 49 parking spaces in the north portion of the south lot (Lot 6) that are designated/dedicated to Mason Place. The total available parking for Mason Place residents, staff, and visitors is 76 parking spaces. It is concluded that adequate parking will be available at the Mason Place site. PEDESTRIAN LEVEL OF SERVICE Appendix F shows a map of the area that is within 1320 feet of Mason Place. The pedestrian destinations are primarily the commercial (retail) land uses in the area and the MAX Station. There are sidewalks adjacent to all properties, but most were built prior to the current standards. The Pedestrian LOS Worksheet is provided in Appendix F. The nearest pedestrian crossing of Mason Street is at the Horsetooth/Mason intersection. It is recommended that consideration be given to a HAWK signal at/near the Mason/Creger intersection. Sidewalks within the Mason Place property will meet the criteria in LCUASS. BICYCLE LEVEL OF SERVICE There are bicycle lanes along Mason Street that will serve the Mason Place site. The base level of service is B for the bicycle destinations. It is concluded that level of service B is achieved. TRANSIT LEVEL OF SERVICE Currently this area of Fort Collins is served by the MAX Route along the railroad to the west. There is a MAX Station just south of Horsetooth Road. The MAX Route has frequent bus service. The aforementioned HAWK signal and a pedestrian route (easement) through private property would provide a more direct route for Mason Place residents. Transfort staff has indicated willingness to facilitate this. SUMMARY The adjacent streets in the area were built prior to the current standards. Many elements of the street cross sections do not meet the design criteria in LCUASS. This development will generate approximately 298 daily trip ends, 20 morning peak hour trip DELICH Mason Place TIS, April 2018 ASSOCIATES ends, and 23 afternoon peak hour trip ends. The analyses in this traffic impact memorandum indicate that the key intersections will meet the Fort Collins operational criteria. Auxiliary lanes will not be required at any of the site driveway intersections. Adequate parking will be provided for Mason Place. However, Mason Place will make improvements within the property itself that will be compatible with the eventual street cross sections. It is recommended that consideration be given to a HAWK signal at/near the Mason/Creger intersection. Mason Trail College McClelland Swallow Mason Colboard Creger Horsetooth Boardwalk SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Mason Place TIS, April 2018 AM/PM RECENT PEAK HOUR TRAFFIC Figure 2 DELICH ASSOCIATES Mason Place TIS, April 2018 Colboard 1/0 137/463 2/5 1/0 200/478 1/7 0/2 0/0 0/0 1/6 1/1 4/8 Creger 2/19 Mason 99/403 7/14 3/4 210/369 21/14 1/8 1/1 3/3 7/41 2/2 8/13 Midtown Arts Center 0/1 0/0 0/1 2/2 0/0 2/3 2/3 27/26 0/0 4/6 15/53 1/0 Safeway DELICH Mason Place TIS, April 2018 ASSOCIATES TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Mason/Creger (stop sign) EB LT/T/RT B C WB LT/T/RT B C NB LT A A SB LT A A OVERALL A A Mason/Colboard (stop sign) EB LT/T/RT A D WB LT/T/RT B C NB LT A A SB LT A A OVERALL A A Creger/Midtown Arts Center- Safeway (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT A A SB LT A A OVERALL A A SCALE: 1"=60' SITE PLAN Figure 3 DELICH ASSOCIATES Mason Place TIS, April 2018 DELICH Mason Place TIS, April 2018 ASSOCIATES 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 Housing (attached) 60 DU EQ 200 EQ 3 EQ 7 EQ 7 EQ 5 221 Mid-rise Multi-Family 60 DU EQ 326 0.09 6 0.27 16 0.27 16 0.17 10 710 Office Staff 6 Empl. EQ 70 1.00 6 0.10 1 EQ 1 EQ 7 Subtotal 396 12 17 17 17 Average Trip Generation 298 8 12 12 11 College Mason Horsetooth Creger Colboard 10% 20% 20% 5% 15% 30% TRIP DISTRIBUTION Figure 4 DELICH ASSOCIATES Mason Place TIS, April 2018 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 5 DELICH ASSOCIATES Mason Place TIS, April 2018 Colboard Creger Mason Site Access 2/1 1/2 1/2 1/1 2/2 1/1 Site Access Safeway 3/2 0/0 2/3 0/0 0/1 1/1 2/2 1/2 5/5 3/2 1/1 4/6 2/3 7/6 2/2 AM/PM SHORT RANGE (2023) BACKGROUND PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES Mason Place TIS, April 2018 Colboard 1/0 151/509 2/6 1/0 220/526 1/8 0/2 0/0 0/0 1/7 1/1 4/9 Creger 2/19 Mason 109/443 8/15 3/4 231/406 23/15 1/8 1/1 3/3 8/45 2/2 9/14 Assumed Vacant 0/0 0/0 0/0 2/2 0/0 2/3 2/3 30/28 0/0 4/6 17/59 0/0 Safeway AM/PM SHORT RANGE (2023) TOTAL PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Mason Place TIS, April 2018 Colboard 1/0 153/512 2/6 1/0 223/528 1/8 0/2 0/0 0/0 1/7 1/1 4/9 Creger Mason Site Access 2/19 111/445 9/17 3/4 231/407 24/16 1/8 1/1 3/3 13/50 2/2 12/16 245/425 1/2 125/480 1/1 2/2 1/1 Site Access 7/6 0/0 2/2 2/2 0/0 2/3 2/3 30/28 2/3 4/6 18/60 4/6 Safeway DELICH Mason Place TIS, April 2018 ASSOCIATES TABLE 3 Short Range (2023) Background Peak Hour Operation Intersection Movement Level of Service AM PM Mason/Creger (stop sign) EB LT/T/RT B C WB LT/T/RT B C NB LT A A SB LT A A OVERALL A A Mason/Colboard (stop sign) EB LT/T/RT A D WB LT/T/RT B C NB LT A A SB LT A A OVERALL A A Creger/Safeway-vacant (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT A A SB LT A A OVERALL A A DELICH Mason Place TIS, April 2018 ASSOCIATES TABLE 4 Short Range (2023) Total Peak Hour Operation Intersection Movement Level of Service AM PM Mason/Creger (stop sign) EB LT/T/RT B D WB LT/T/RT B C NB LT A A SB LT A A OVERALL A A Mason/Colboard (stop sign) EB LT/T/RT A D WB LT/T/RT B C NB LT A A SB LT A A OVERALL A A Creger/Safeway-Site Access (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT A A SB LT A A OVERALL A A Mason/Site Access (stop sign) WB LT/RT A B SB LT A A OVERALL A A APPENDIX A APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/21/2018 Observer: vh Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Mason/Creger S = straight L = left turn Time Northbound: Mason Southbound: Mason Total Eastbound: Driveway Westbound: Creger Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 17 1 18 5 42 1 48 66 0 0 0 0 1 0 2 3 3 69 7:45 1 26 1 28 3 71 0 74 102 0 0 1 1 3 1 0 4 5 107 8:00 1 31 4 36 4 53 1 58 94 0 1 0 1 2 1 1 4 5 99 8:15 0 25 1 26 9 44 1 54 80 1 0 2 3 2 0 4 6 9 89 7:30-8:30 2 99 7 108 21 210 3 234 342 1 1 3 5 8 2 7 17 22 364 PHF 0.5 0.8 0.44 0.75 0.58 0.74 0.75 0.79 0.25 0.25 0.38 0.42 0.67 0.5 0.44 0.71 0.85 4:30 3 95 5 103 4 93 1 98 201 3 1 2 6 5 2 5 12 18 219 4:45 0 93 0 93 3 87 1 91 184 2 0 0 2 0 0 13 13 15 199 5:00 11 111 5 127 1 96 1 98 225 1 0 1 2 3 0 9 12 14 239 5:15 5 104 4 113 6 93 1 100 213 2 0 0 2 5 0 14 19 21 234 4:30-5:30 19 403 14 436 14 369 4 387 823 8 1 3 12 13 2 41 56 68 891 PHF 0.43 0.91 0.7 0.86 0.58 0.96 1 0.97 0.67 0.25 0.38 0.5 0.65 0.25 0.73 0.74 0.93 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/22/2018 Observer: vh Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Mason/Colboard S = straight L = left turn Time Northbound: Mason Southbound: Mason Total Eastbound: Driveway Westbound: Colboard Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 24 0 24 0 33 0 33 57 0 0 0 0 0 0 0 0 0 57 7:45 1 47 1 49 0 60 0 60 109 0 0 0 0 3 1 0 4 4 113 8:00 0 32 1 33 1 48 1 50 83 0 0 0 0 0 0 1 1 1 84 8:15 0 34 0 34 0 59 0 59 93 0 0 0 0 1 0 0 1 1 94 7:30-8:30 1 137 2 140 1 200 1 202 342 0 0 0 0 4 1 1 6 6 348 PHF 0.25 0.73 0.5 0.71 0.25 0.83 0.25 0.84 n/a n/a n/a n/a 0.33 0.25 0.25 0.38 0.77 4:30 0 107 1 108 2 112 0 114 222 0 0 2 2 2 1 1 4 6 228 4:45 0 119 2 121 2 107 0 109 230 0 0 0 0 2 0 3 5 5 235 5:00 0 106 1 107 2 125 0 127 234 0 0 0 0 1 0 1 2 2 236 5:15 0 131 1 132 1 134 0 135 267 0 0 0 0 3 0 1 4 4 271 4:30-5:30 0 463 5 468 7 478 0 485 953 0 0 2 2 8 1 6 15 17 970 PHF n/a 0.88 0.63 0.89 0.88 0.89 n/a 0.9 n/a n/a 0.25 0.25 0.67 0.25 0.5 0.75 0.89 APPENDIX C HCM 2010 TWSC Recent AM 1: Mason & Creger 04/20/2018 Synchro 9 Light Report recent am.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 3 8 2 7 2 99 7 21 210 3 Future Vol, veh/h 1 1 3 8 2 7 2 99 7 21 210 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 1 4 9 2 8 2 116 8 25 247 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 429 427 249 426 425 121 251 0 0 125 0 0 Stage 1 298 298 - 125 125 - - - - - - - Stage 2 131 129 - 301 300 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 536 520 790 539 521 930 1314 - - 1462 - - Stage 1 711 667 - 879 792 - - - - - - - Stage 2 873 789 - 708 666 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 521 509 790 527 510 930 1314 - - 1462 - - Mov Cap-2 Maneuver 521 509 - 527 510 - - - - - - - Stage 1 710 654 - 877 790 - - - - - - - Stage 2 861 787 - 689 653 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.6 10.8 0.1 0.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1314 - - 651 638 1462 - - HCM Lane V/C Ratio 0.002 - - 0.009 0.031 0.017 - - HCM Control Delay (s) 7.7 0 - 10.6 10.8 7.5 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 0 0.1 0.1 - - HCM 2010 TWSC Recent PM 1: Mason & Creger 04/20/2018 Synchro 9 Light Report recent pm.syn Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 1 3 13 2 41 19 403 14 14 369 4 Future Vol, veh/h 8 1 3 13 2 41 19 403 14 14 369 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 1 4 15 2 48 22 474 16 16 434 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1021 1004 436 999 999 482 439 0 0 491 0 0 Stage 1 469 469 - 527 527 - - - - - - - Stage 2 552 535 - 472 472 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 215 242 620 222 243 584 1121 - - 1072 - - Stage 1 575 561 - 535 528 - - - - - - - Stage 2 518 524 - 573 559 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 189 231 620 212 232 584 1121 - - 1072 - - Mov Cap-2 Maneuver 189 231 - 212 232 - - - - - - - Stage 1 559 550 - 521 514 - - - - - - - Stage 2 460 510 - 557 548 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 21.4 15.8 0.4 0.3 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1121 - - 233 400 1072 - - HCM Lane V/C Ratio 0.02 - - 0.061 0.165 0.015 - - HCM Control Delay (s) 8.3 0 - 21.4 15.8 8.4 0 - HCM Lane LOS A A - C C A A - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.6 0 - - HCM 2010 TWSC Recent AM 4: Colbroad & Mason 04/20/2018 Synchro 9 Light Report recent am.syn Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 4 1 1 1 137 2 1 200 1 Future Vol, veh/h 0 0 0 4 1 1 1 137 2 1 200 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 5 1 1 1 161 2 1 235 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 404 404 236 403 404 162 236 0 0 164 0 0 Stage 1 238 238 - 165 165 - - - - - - - Stage 2 166 166 - 238 239 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 557 536 803 558 536 883 1331 - - 1414 - - Stage 1 765 708 - 837 762 - - - - - - - Stage 2 836 761 - 765 708 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 554 535 803 557 535 883 1331 - - 1414 - - Mov Cap-2 Maneuver 554 535 - 557 535 - - - - - - - Stage 1 764 707 - 836 761 - - - - - - - Stage 2 833 760 - 764 707 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 0 11.2 0.1 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1331 - - - 589 1414 - - HCM Lane V/C Ratio 0.001 - - - 0.012 0.001 - - HCM Control Delay (s) 7.7 0 - 0 11.2 7.5 0 - HCM Lane LOS A A - ABAA- HCM 95th %tile Q(veh) 0 - - - 0 0 - - HCM 2010 TWSC Recent PM 4: Colbroad & Mason 04/20/2018 Synchro 9 Light Report recent pm.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 0 8 1 6 0 463 5 7 478 0 Future Vol, veh/h 2 0 0 8 1 6 0 463 5 7 478 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 0 0 9 1 7 0 545 6 8 562 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1131 1130 562 1127 1127 548 562 0 0 551 0 0 Stage 1 579 579 - 548 548 - - - - - - - Stage 2 552 551 - 579 579 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 181 204 526 182 205 536 1009 - - 1019 - - Stage 1 501 501 - 521 517 - - - - - - - Stage 2 518 515 - 501 501 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 176 202 526 180 203 536 1009 - - 1019 - - Mov Cap-2 Maneuver 176 202 - 180 203 - - - - - - - Stage 1 501 495 - 521 517 - - - - - - - Stage 2 510 515 - 495 495 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 25.7 20.6 0 0.1 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1009 - - 176 248 1019 - - HCM Lane V/C Ratio - - - 0.013 0.071 0.008 - - HCM Control Delay (s) 0 - - 25.7 20.6 8.6 0 - HCM Lane LOS A - - D C A A - HCM 95th %tile Q(veh) 0 - - 0 0.2 0 - - HCM 2010 TWSC Recent AM 9: Midtown Arts Center/Safeway & Creger 04/20/2018 Synchro 9 Light Report recent am.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 27 0 1 15 4 0 0 0 2 0 2 Future Vol, veh/h 2 27 0 1 15 4 0 0 0 2 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 32 0 1 18 5 0 0 0 2 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 22 0 0 32 0 0 60 61 32 58 58 20 Stage 1 - - - - - - 36 36 - 22 22 - Stage 2 - - - - - - 24 25 - 36 36 - 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 1593 - - 1580 - - 936 830 1042 939 833 1058 Stage 1 - - - - - - 980 865 - 996 877 - Stage 2 - - - - - - 994 874 - 980 865 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1593 - - 1580 - - 932 828 1042 938 831 1058 Mov Cap-2 Maneuver - - - - - - 932 828 - 938 831 - Stage 1 - - - - - - 979 864 - 995 876 - Stage 2 - - - - - - 991 873 - 979 864 - Approach EB WB NB SB HCM Control Delay, s 0.5 0.4 0 8.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1593 - - 1580 - - 994 HCM Lane V/C Ratio - 0.001 - - 0.001 - - 0.005 HCM Control Delay (s) 0 7.3 0 - 7.3 0 - 8.6 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) - 0 - - 0 - - 0 HCM 2010 TWSC Recent PM 9: Midtown Arts Center/Safeway & Creger 04/20/2018 Synchro 9 Light Report recent pm.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 26 0 0 53 6 1 0 1 3 0 2 Future Vol, veh/h 3 26 0 0 53 6 1 0 1 3 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 31 0 0 62 7 1 0 1 4 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 69 0 0 31 0 0 105 107 31 104 104 66 Stage 1 - - - - - - 38 38 - 66 66 - Stage 2 - - - - - - 67 69 - 38 38 - 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 1532 - - 1582 - - 875 783 1043 876 786 998 Stage 1 - - - - - - 977 863 - 945 840 - Stage 2 - - - - - - 943 837 - 977 863 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1532 - - 1582 - - 871 781 1043 873 784 998 Mov Cap-2 Maneuver - - - - - - 871 781 - 873 784 - Stage 1 - - - - - - 974 860 - 942 840 - Stage 2 - - - - - - 941 837 - 973 860 - Approach EB WB NB SB HCM Control Delay, s 0.8 0 8.8 8.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 949 1532 - - 1582 - - 919 HCM Lane V/C Ratio 0.002 0.002 ----- 0.006 HCM Control Delay (s) 8.8 7.4 0 - 0 - - 8.9 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 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 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 TWSC Short Bkgrd AM 1: Mason & Creger 04/20/2018 Synchro 9 Light Report sb am.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 3 9 2 8 2 109 8 23 231 3 Future Vol, veh/h 1 1 3 9 2 8 2 109 8 23 231 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 1 4 11 2 9 2 128 9 27 272 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 472 470 274 468 467 133 275 0 0 138 0 0 Stage 1 328 328 - 138 138 - - - - - - - Stage 2 144 142 - 330 329 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 502 492 765 505 493 916 1288 - - 1446 - - Stage 1 685 647 - 865 782 - - - - - - - Stage 2 859 779 - 683 646 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 486 480 765 493 481 916 1288 - - 1446 - - Mov Cap-2 Maneuver 486 480 - 493 481 - - - - - - - Stage 1 684 633 - 863 780 - - - - - - - Stage 2 846 777 - 664 632 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.9 11.1 0.1 0.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1288 - - 620 610 1446 - - HCM Lane V/C Ratio 0.002 - - 0.009 0.037 0.019 - - HCM Control Delay (s) 7.8 0 - 10.9 11.1 7.5 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 0 0.1 0.1 - - HCM 2010 TWSC Short Bkgrd PM 1: Mason & Creger 04/20/2018 Synchro 9 Light Report sb pm.syn Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 1 3 14 2 45 19 443 15 15 406 4 Future Vol, veh/h 8 1 3 14 2 45 19 443 15 15 406 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 1 4 16 2 53 22 521 18 18 478 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1117 1099 480 1093 1093 530 482 0 0 539 0 0 Stage 1 515 515 - 575 575 - - - - - - - Stage 2 602 584 - 518 518 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 185 212 586 192 214 549 1081 - - 1029 - - Stage 1 543 535 - 503 503 - - - - - - - Stage 2 486 498 - 541 533 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 159 201 586 182 203 549 1081 - - 1029 - - Mov Cap-2 Maneuver 159 201 - 182 203 - - - - - - - Stage 1 527 522 - 488 488 - - - - - - - Stage 2 424 484 - 524 520 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 24.5 17.4 0.3 0.3 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1081 - - 199 361 1029 - - HCM Lane V/C Ratio 0.021 - - 0.071 0.199 0.017 - - HCM Control Delay (s) 8.4 0 - 24.5 17.4 8.6 0 - HCM Lane LOS A A - C C A A - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.7 0.1 - - HCM 2010 TWSC Short Bkgrd AM 4: Colbroad & Mason 04/20/2018 Synchro 9 Light Report sb am.syn Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 4 1 1 1 151 2 1 220 1 Future Vol, veh/h 0 0 0 4 1 1 1 151 2 1 220 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 5 1 1 1 178 2 1 259 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 444 444 259 443 443 179 260 0 0 180 0 0 Stage 1 262 262 - 181 181 - - - - - - - Stage 2 182 182 - 262 262 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 524 508 780 525 509 864 1304 - - 1396 - - Stage 1 743 691 - 821 750 - - - - - - - Stage 2 820 749 - 743 691 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 522 507 780 524 508 864 1304 - - 1396 - - Mov Cap-2 Maneuver 522 507 - 524 508 - - - - - - - Stage 1 742 690 - 820 749 - - - - - - - Stage 2 817 748 - 742 690 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 0 11.5 0.1 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1304 - - - 558 1396 - - HCM Lane V/C Ratio 0.001 - - - 0.013 0.001 - - HCM Control Delay (s) 7.8 0 - 0 11.5 7.6 0 - HCM Lane LOS A A - ABAA- HCM 95th %tile Q(veh) 0 - - - 0 0 - - HCM 2010 TWSC Short Bkgrd PM 4: Colbroad & Mason 04/20/2018 Synchro 9 Light Report sb pm.syn Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 0 9 1 7 0 509 6 8 526 0 Future Vol, veh/h 2 0 0 9 1 7 0 509 6 8 526 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 0 0 11 1 8 0 599 7 9 619 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1245 1244 619 1240 1240 602 619 0 0 606 0 0 Stage 1 638 638 - 602 602 - - - - - - - Stage 2 607 606 - 638 638 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 151 174 489 152 175 500 961 - - 972 - - Stage 1 465 471 - 486 489 - - - - - - - Stage 2 483 487 - 465 471 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 146 172 489 150 173 500 961 - - 972 - - Mov Cap-2 Maneuver 146 172 - 150 173 - - - - - - - Stage 1 465 464 - 486 489 - - - - - - - Stage 2 474 487 - 458 464 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 30.1 23.6 0 0.1 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 961 - - 146 213 972 - - HCM Lane V/C Ratio - - - 0.016 0.094 0.01 - - HCM Control Delay (s) 0 - - 30.1 23.6 8.7 0 - HCM Lane LOS A - - D C A A - HCM 95th %tile Q(veh) 0 - - 0 0.3 0 - - HCM 2010 TWSC Short Bkgrd AM 9: Midtown Arts Center/Safeway & Creger 04/20/2018 Synchro 9 Light Report sb am.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 30 0 0 17 4 0 0 0 2 0 2 Future Vol, veh/h 2 30 0 0 17 4 0 0 0 2 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 35 0 0 20 5 0 0 0 2 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 25 0 0 35 0 0 64 65 35 62 62 22 Stage 1 - - - - - - 40 40 - 22 22 - Stage 2 - - - - - - 24 25 - 40 40 - 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 1589 - - 1576 - - 930 826 1038 933 829 1055 Stage 1 - - - - - - 975 862 - 996 877 - Stage 2 - - - - - - 994 874 - 975 862 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1589 - - 1576 - - 927 825 1038 932 828 1055 Mov Cap-2 Maneuver - - - - - - 927 825 - 932 828 - Stage 1 - - - - - - 974 861 - 995 877 - Stage 2 - - - - - - 992 874 - 974 861 - Approach EB WB NB SB HCM Control Delay, s 0.5 0 0 8.7 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1589 - - 1576 - - 990 HCM Lane V/C Ratio - 0.001 ----- 0.005 HCM Control Delay (s) 0 7.3 0 - 0 - - 8.7 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - 0 HCM 2010 TWSC Short Bkgrd PM 9: Midtown Arts Center/Safeway & Creger 04/20/2018 Synchro 9 Light Report sb pm.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 28 0 0 59 6 0 0 0 3 0 2 Future Vol, veh/h 3 28 0 0 59 6 0 0 0 3 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 33 0 0 69 7 0 0 0 4 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 76 0 0 33 0 0 114 116 33 113 113 73 Stage 1 - - - - - - 40 40 - 73 73 - Stage 2 - - - - - - 74 76 - 40 40 - 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 1523 - - 1579 - - 863 774 1041 864 777 989 Stage 1 - - - - - - 975 862 - 937 834 - Stage 2 - - - - - - 935 832 - 975 862 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1523 - - 1579 - - 859 772 1041 862 775 989 Mov Cap-2 Maneuver - - - - - - 859 772 - 862 775 - Stage 1 - - - - - - 972 859 - 934 834 - Stage 2 - - - - - - 933 832 - 972 859 - Approach EB WB NB SB HCM Control Delay, s 0.7 0 0 9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1523 - - 1579 - - 909 HCM Lane V/C Ratio - 0.002 ----- 0.006 HCM Control Delay (s) 0 7.4 0 - 0 - - 9 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - 0 APPENDIX E HCM 2010 TWSC Short Total AM 1: Mason & Creger 04/20/2018 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 3 12 2 13 2 111 9 24 231 3 Future Vol, veh/h 1 1 3 12 2 13 2 111 9 24 231 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 1 4 14 2 15 2 131 11 28 272 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 479 476 274 473 473 136 275 0 0 141 0 0 Stage 1 330 330 - 141 141 - - - - - - - Stage 2 149 146 - 332 332 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 497 488 765 501 490 913 1288 - - 1442 - - Stage 1 683 646 - 862 780 - - - - - - - Stage 2 854 776 - 681 644 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 478 476 765 488 478 913 1288 - - 1442 - - Mov Cap-2 Maneuver 478 476 - 488 478 - - - - - - - Stage 1 682 631 - 860 778 - - - - - - - Stage 2 835 774 - 661 629 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.9 11 0.1 0.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1288 - - 616 628 1442 - - HCM Lane V/C Ratio 0.002 - - 0.01 0.051 0.02 - - HCM Control Delay (s) 7.8 0 - 10.9 11 7.5 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 0 0.2 0.1 - - HCM 2010 TWSC Short Total PM 1: Mason & Creger 04/20/2018 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 1 3 16 2 50 19 445 17 16 407 4 Future Vol, veh/h 8 1 3 16 2 50 19 445 17 16 407 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 1 4 19 2 59 22 524 20 19 479 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1128 1107 481 1099 1099 534 484 0 0 544 0 0 Stage 1 519 519 - 578 578 - - - - - - - Stage 2 609 588 - 521 521 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 181 210 585 190 212 546 1079 - - 1025 - - Stage 1 540 533 - 501 501 - - - - - - - Stage 2 482 496 - 539 532 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 154 199 585 180 201 546 1079 - - 1025 - - Mov Cap-2 Maneuver 154 199 - 180 201 - - - - - - - Stage 1 524 520 - 486 486 - - - - - - - Stage 2 416 482 - 521 519 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 25.1 18 0.3 0.3 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1079 - - 193 357 1025 - - HCM Lane V/C Ratio 0.021 - - 0.073 0.224 0.018 - - HCM Control Delay (s) 8.4 0 - 25.1 18 8.6 0 - HCM Lane LOS A A - D C A A - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.8 0.1 - - HCM 2010 TWSC Short Total AM 4: Colbroad & Mason 04/20/2018 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 4 1 1 1 153 2 1 223 1 Future Vol, veh/h 0 0 0 4 1 1 1 153 2 1 223 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 5 1 1 1 180 2 1 262 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 450 450 263 449 450 181 264 0 0 182 0 0 Stage 1 265 265 - 184 184 - - - - - - - Stage 2 185 185 - 265 266 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 519 504 776 520 504 862 1300 - - 1393 - - Stage 1 740 689 - 818 747 - - - - - - - Stage 2 817 747 - 740 689 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 517 503 776 519 503 862 1300 - - 1393 - - Mov Cap-2 Maneuver 517 503 - 519 503 - - - - - - - Stage 1 739 688 - 817 746 - - - - - - - Stage 2 814 746 - 739 688 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 0 11.6 0 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1300 - - - 553 1393 - - HCM Lane V/C Ratio 0.001 - - - 0.013 0.001 - - HCM Control Delay (s) 7.8 0 - 0 11.6 7.6 0 - HCM Lane LOS A A - ABAA- HCM 95th %tile Q(veh) 0 - - - 0 0 - - HCM 2010 TWSC Short Total PM 4: Colbroad & Mason 04/20/2018 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 0 9 1 7 0 512 6 8 528 0 Future Vol, veh/h 2 0 0 9 1 7 0 512 6 8 528 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 0 0 11 1 8 0 602 7 9 621 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1251 1249 621 1246 1246 606 621 0 0 609 0 0 Stage 1 640 640 - 606 606 - - - - - - - Stage 2 611 609 - 640 640 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 149 173 487 151 174 497 960 - - 970 - - Stage 1 464 470 - 484 487 - - - - - - - Stage 2 481 485 - 464 470 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 144 171 487 149 172 497 960 - - 970 - - Mov Cap-2 Maneuver 144 171 - 149 172 - - - - - - - Stage 1 464 463 - 484 487 - - - - - - - Stage 2 472 485 - 458 463 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 30.4 23.7 0 0.1 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 960 - - 144 212 970 - - HCM Lane V/C Ratio - - - 0.016 0.094 0.01 - - HCM Control Delay (s) 0 - - 30.4 23.7 8.7 0 - HCM Lane LOS A - - D C A A - HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0 - - HCM 2010 TWSC Short Total AM 9: Site Access/Safeway & Creger 04/20/2018 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 30 2 4 18 4 7 0 2 2 0 2 Future Vol, veh/h 2 30 2 4 18 4 7 0 2 2 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 35 2 5 21 5 8 0 2 2 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 26 0 0 38 0 0 75 76 36 75 75 24 Stage 1 - - - - - - 41 41 - 33 33 - Stage 2 - - - - - - 34 35 - 42 42 - 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 1588 - - 1572 - - 915 814 1037 915 815 1052 Stage 1 - - - - - - 974 861 - 983 868 - Stage 2 - - - - - - 982 866 - 972 860 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1588 - - 1572 - - 910 811 1037 910 812 1052 Mov Cap-2 Maneuver - - - - - - 910 811 - 910 812 - Stage 1 - - - - - - 973 860 - 982 865 - Stage 2 - - - - - - 977 863 - 969 859 - Approach EB WB NB SB HCM Control Delay, s 0.4 1.1 8.9 8.7 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 935 1588 - - 1572 - - 976 HCM Lane V/C Ratio 0.011 0.001 - - 0.003 - - 0.005 HCM Control Delay (s) 8.9 7.3 0 - 7.3 0 - 8.7 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 2010 TWSC Short Total AM 12: Mason & Site Access 04/20/2018 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 2 125 1 1 245 Future Vol, veh/h 1 2 125 1 1 245 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 2 147 1 1 288 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 439 148 0 0 148 0 Stage 1 148 - - - - - Stage 2 291 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 575 899 - - 1434 - Stage 1 880 - - - - - Stage 2 759 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 574 899 - - 1434 - Mov Cap-2 Maneuver 574 - - - - - Stage 1 880 - - - - - Stage 2 758 - - - - - Approach WB NB SB HCM Control Delay, s 9.8 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 756 1434 - HCM Lane V/C Ratio - - 0.005 0.001 - HCM Control Delay (s) - - 9.8 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 2010 TWSC Short Total PM 9: Site Access/Safeway & Creger 04/20/2018 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 28 3 6 60 6 6 0 2 3 0 2 Future Vol, veh/h 3 28 3 6 60 6 6 0 2 3 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 33 4 7 71 7 7 0 2 4 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 78 0 0 36 0 0 131 134 35 131 132 74 Stage 1 - - - - - - 42 42 - 88 88 - Stage 2 - - - - - - 89 92 - 43 44 - 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 1520 - - 1575 - - 841 757 1038 841 759 988 Stage 1 - - - - - - 972 860 - 920 822 - Stage 2 - - - - - - 918 819 - 971 858 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1520 - - 1575 - - 834 751 1038 834 753 988 Mov Cap-2 Maneuver - - - - - - 834 751 - 834 753 - Stage 1 - - - - - - 969 857 - 917 818 - Stage 2 - - - - - - 911 815 - 966 855 - Approach EB WB NB SB HCM Control Delay, s 0.7 0.6 9.1 9.1 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 877 1520 - - 1575 - - 889 HCM Lane V/C Ratio 0.011 0.002 - - 0.004 - - 0.007 HCM Control Delay (s) 9.1 7.4 0 - 7.3 0 - 9.1 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 2010 TWSC Short Total PM 12: Mason & Site Access 04/20/2018 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 2 480 1 2 425 Future Vol, veh/h 1 2 480 1 2 425 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 2 565 1 2 500 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1070 565 0 0 566 0 Stage 1 565 - - - - - Stage 2 505 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 245 524 - - 1006 - Stage 1 569 - - - - - Stage 2 606 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 244 524 - - 1006 - Mov Cap-2 Maneuver 244 - - - - - Stage 1 569 - - - - - Stage 2 604 - - - - - Approach WB NB SB HCM Control Delay, s 14.6 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 379 1006 - HCM Lane V/C Ratio - - 0.009 0.002 - HCM Control Delay (s) - - 14.6 8.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0 0 - APPENDIX F College Mason Horsetooth Creger Colboard Boardwalk Commercial (North) Commercial (East) Commercial (South) MAX Station 1 2 3 4 PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Mason Place TIS, April 2018 Pedestrian LOS Worksheet Project Location Classification: Commercial Corridor Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity1 Street Crossings Visual Interest & Amenities Security Commercial uses north of the site Commercial Minimum B B C B B 1 Actual A C B B B Proposed A C B B B Commercial uses east of the site Commercial Minimum B B C B B 2 Actual B C C B B Proposed B C C B B Commercial uses south of the site Commercial Minimum B B C B B 3 Actual A C B B B Proposed A C B B B MAX Station Commercial Minimum B B C B B 4 Actual B C B B B Proposed B2 C B B B Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 1 Built Prior to LCUASS 2 With HAWK & easement through a property