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Home My WebLink About3425 SOUTH SHIELDS - PDP - PDP160026 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYDELICH Shields Apartments TIS, August 2016 ASSOCIATES median lane. At the Shields/Richmond intersection, Richmond Street has all eastbound and westbound movements combined into single lanes. The posted speed limit in this area of Richmond Street is 25 mph. Richmond Drive is approximately 47 feet wide, with parking. The Richmond Drive approaches at Shields Street can allow right-turning vehicles to bypass left-turning vehicles, depending upon the location of the left-turning vehicle. Existing Traffic/Operation Recent peak hour traffic counts at the Shields/Richmond and Shields/ Cunningham intersections are shown in Figure 4. Traffic counts at the key intersections were obtained in July 2016. Raw traffic count data is provided in Appendix B. Since the traffic counts in Figure 4 were obtained during the summer, the traffic volumes on Shields Street were factored to reflect a school time condition and are shown in Figure 5. Historic traffic counts at the Shields/Horsetooth and Shields/Casa Grande intersections were used to develop the factors used to adjust the traffic on Shields Street. Using the volumes shown in Figure 5, the current peak hour operation at the Shields/Richmond and Shields/Cunningham intersections is shown in Table 1. Calculation forms for these analyses are provided in Appendix C. The Shields/ Richmond and Shields/Cunningham intersections were analyzed using the unsignalized intersection techniques from the 2010 Highway Capacity Manual (2010 HCM). A description of level of service for unsignalized intersections from the 2010 Highway Capacity Manual is provided in Appendix C. Table 4-3 showing the Fort Collins Motor Vehicle LOS Standards (Intersections) is also provided in Appendix C. This site is in an area termed “low density mixed-use” on the Fort Collins Structure Plan. At unsignalized intersections in areas termed “low density mixed-use, acceptable operation during the peak hours is defined as level of service D overall and level of service F for any approach leg for an arterial/collector, arterial/local, collector/local, and local/local intersection. In such areas, it is expected that there would be substantial delays to the minor street movements at unsignalized intersections during the peak hours. As can be seen in Table 1, the Shields/Richmond and Shields/Cunningham intersections are currently operating acceptably with existing control and geometry. Accidents Accident data was obtained from the City of Fort Collins for the Shields/ Richmond intersection for a five year, eight month period (6/3/10 to 2/3/16). At the Shields/Richmond intersection, there were 25 reported accidents: nine rear-end accidents, ten accidents involving turning vehicles, three right-angle accidents (one accident involved a bicycle being struck by a vehicle), two side-swipe accidents, and one accident involving a vehicle striking a fixed object (DUI involved). The number and type of accidents at the Shields/Richmond intersection are typical for these volumes and this traffic control. This intersection is not considered to be a “high” accident location. DELICH Shields Apartments TIS, August 2016 ASSOCIATES Trip Generation/Trip Distribution/Trip Assignment These apartments will be marketed to the general public. They are not intended for specific client types (students, elderly, etc.). Trip Generation, 9 th Edition, ITE was used to estimate the daily and peak hour trip generation for the Shields Apartments. From this reference, the equations for Apartment (Code 220) were used to estimate the daily and peak hour trip generation as shown in Table 2. The trip generation resulted in 694 daily trip ends, 50 morning peak hour trip ends, and 69 afternoon peak hour trip ends. The trip distribution for the Shields Apartments is shown in Figure 6. Figure 7 shows the site generated peak hour traffic at the key intersections. Background/Total Traffic Projections Background traffic projections for the short range (2021) future horizon were obtained by factoring the Figure 5 traffic volumes on Shields Street by two percent per year. Figure 8 shows the short range (2021) background peak hour traffic at the Shields/Richmond, Shields/Cunningham, and Richmond/Commercial Center-Grease Monkey intersections. The volumes at the Richmond/Commercial Center-Grease Monkey intersection were synthesized based upon the various land uses that access Richmond Drive. The traffic volumes generated by the proposed Shields Apartments were added to the background traffic volumes to produce the total traffic volume forecasts for the short range (2021) future. Figure 9 shows the short range (2021) total peak hour traffic at the key intersections. Operation Analysis Table 3 shows the short range (2021) background morning and afternoon peak hour operation at the Shields/Richmond and Shields/Cunningham intersections. The Shields/Richmond and Shields/Cunningham intersections will operate at acceptable levels of service. Calculation forms for these analyses are provided in Appendix D. Table 4 shows the short range (2021) total morning and afternoon peak hour operation at the Shields/Richmond, Shields/Site Access, Shields/Cunningham, and Richmond/Commercial Center-Site Access (Grease Monkey) intersections. The key intersections will operate at acceptable levels of service. Calculation forms for these analyses are provided in Appendix E. Geometry Figure 10 shows a schematic of the short range (2021) geometry. According to Figure 8-4, LCUASS, a right-turn deceleration lane is not required at the Shields/Richmond intersection or the Shields/Site Access intersection. DELICH Shields Apartments TIS, August 2016 ASSOCIATES Pedestrian Level of Service The Shields Apartments site is in an area within which the City requires pedestrian and bicycle level of service evaluations. Appendix F shows a map of the area that is within 1320 feet of the Shields Apartments site. The Shields Apartments site is located within an area termed as “all other areas,” which sets the pedestrian level of service threshold at LOS C for all measured categories. There are six destination areas within 1320 feet of the proposed Shields Apartments: 1) the commercial area to the south of the site, 2) the residential neighborhood to the west of the site, 3) the residential neighborhood to the north and northwest of the site, 4) the residential neighborhood to the east of the site, 5) the commercial area to the southeast of the site, and 6) the residential neighborhood to the south of the site. Appendix F contains a Pedestrian LOS Worksheet. Destination area 6 (Skyline Acres) was developed in Larimer County. It is a large lot residential area, whose residents choose not to have sidewalks along Richmond Drive. The continuity measure would be achieved when sidewalks are built in this area. Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there are no destination areas within 1320 feet of the Shields Apartments site. However, Rocky Mountain High School is approximately 0.5 miles from this site. There are bike lanes on Shields Street, which conveniently connect this site to that school. Transit Level of Service Currently, this area is served by Transfort Route 19 along Shields Street and Route 12 along Horsetooth Road. Routes 12 and 19 operate with 30 minute headways in the morning peak (≈7am to 10am) and in the afternoon peak (≈2:30pm to 5:30pm). The headways are 60 minutes during midday and evenings. The transit service is acceptable. There is a bus stop near the Shields/Richmond intersection for Route 19 and a bus stop near the Shields/Horsetooth intersection for Route 12. These bus stops are accessible via the existing and future sidewalks. Conclusions It is concluded that the Shields/Richmond, Shields/Site Access, Shields/ Cunningham, and Richmond/Commercial Center-Site Access (Grease Monkey) intersections will operate acceptably with recommended geometry and control. No further transportation analyses are required at this time. Horsetooth Seneca Dunbar Shields Richmond Cunningham SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Shields Apartments TIS, August 2016 SCALE: 1"=100' SITE PLAN Figure 2 DELICH ASSOCIATES Shields Apartments TIS, August 2016 Shields Street Site Access Site Access EXISTING INTERSECTION GEOMETRY Figure 3 DELICH ASSOCIATES Shields Apartments TIS, August 2016 Richmond Shields Cunningham - Denotes Lane AM/PM RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Shields Apartments TIS, August 2016 Richmond Shields 11/11 1085/1149 3/15 22/22 938/1333 6/23 13/17 0/0 27/32 24/17 0/1 10/1 965/1377 9/22 1122/1182 0/1 12/10 1/1 Cunningham AM/PM RECENT PEAK HOUR TRAFFIC FACTORED TO REFLECT A SCHOOL TIME CONDITION Figure 5 DELICH ASSOCIATES Shields Apartments TIS, August 2016 Richmond Shields 11/11 1207/1222 3/15 22/22 938/1487 6/23 13/17 0/0 27/32 24/17 0/1 10/1 965/1531 9/22 1244/1255 0/1 12/10 1/1 Cunningham DELICH Shields Apartments TIS, August 2016 ASSOCIATES TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Shields/Richmond (stop sign) EB LT/T/RT E F WB LT/T/RT E E NB LT B B SB LT B B OVERALL A A Shields/Cunningham (stop sign) WB LT/RT C C SB LT B B OVERALL A A TABLE 2 Trip Generation for the Shields Apartments Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 220 Apartment 94 D.U. EQ 694 EQ 10 EQ 40 EQ 45 EQ 24 Horsetooth Shields Richmond 10% Cunningham 30% 20% 40% SCALE: 1"=400' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Shields Apartments TIS, August 2016 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Shields Apartments TIS, August 2016 Richmond Shields 4/18 16/10 Cunningham Site Access (Grease Monkey) 16/10 4/18 Site Access 14/8 4/2 22/14 5/23 1/4 5/23 14/8 16/10 6/4 Commercial Center AM/PM SHORT RANGE (2021) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Shields Apartments TIS, August 2016 Richmond Shields 11/11 1333/1349 3/15 22/22 1036/1642 6/23 13/17 0/0 27/32 24/17 0/1 10/1 1063/1686 9/22 1370/1382 0/1 12/10 1/1 Cunningham 1/2 NOM 12/15 1/2 NOM 2/4 0/1 26/30 1/1 2/3 20/20 11/11 Site Access (Grease Monkey) Bright Horizons/ Vision Center AM/PM SHORT RANGE (2021) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Shields Apartments TIS, August 2016 Richmond Shields 11/11 1333/1349 3/15 22/22 1036/1642 6/23 13/17 0/0 27/32 24/17 0/1 10/1 1063/1686 9/22 1370/1382 0/1 12/10 1/1 Cunningham 1/2 NOM 12/15 1/2 NOM 2/4 0/1 26/30 1/1 2/3 20/20 11/11 Site Access (Grease Monkey) Commercial Center DELICH Shields Apartments TIS, August 2016 ASSOCIATES TABLE 3 Short Range (2021) Background Peak Hour Operation Intersection Movement Level of Service AM PM Shields/Richmond (stop sign) EB LT/T/RT F F WB LT/T/RT F F NB LT B C SB LT B B OVERALL A B Shields/Cunningham (stop sign) WB LT/RT C D SB LT B B OVERALL A A Richmond/Commercial Center- Grease Monkey (stop sign) NB LT/T/RT A A SB LT/T/RT A A EB LT/T/RT A A WB LT/T/RT A A OVERALL A A TABLE 4 Short Range (2021) Total Peak Hour Operation Intersection Movement Level of Service AM PM Shields/Richmond (stop sign) EB LT/T/RT F F WB LT/T/RT F F NB LT B C SB LT B B OVERALL A D Shields/Cunningham (stop sign) WB LT/RT C D SB LT B B OVERALL A A Richmond/Commercial Center- Site Access (Grease Monkey) (stop sign) NB LT/T/RT A A SB LT/T/RT A A EB LT/T/RT A A WB LT/T/RT A A OVERALL A A Shields/Site Access (RT-in/RT-out) RT B C OVERALL A A SHORT RANGE (2021) GEOMETRY Figure 10 DELICH ASSOCIATES Shields Apartments TIS, August 2016 Richmond Shields Cunningham Site Access (Grease Monkey) Site Access - Denotes Lane Commercial Center APPENDIX A APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 7/12/2016 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Shields/Richmond S = straight L = left turn Time Northbound: Shields Southbound: Shields Total Eastbound: Richmond Westbound: Richmond Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 1 282 0 283 2 253 3 258 541 5 0 7 12 1 0 13 14 26 567 7:45 1 308 0 309 1 234 8 243 552 1 0 7 8 5 0 7 12 20 572 8:00 2 249 2 253 1 223 9 233 486 3 0 10 13 1 0 4 5 18 504 8:15 7 246 1 254 2 228 2 232 486 4 0 3 7 3 0 0 3 10 496 7:30-8:30 11 1085 3 1099 6 938 22 966 2065 13 0 27 40 10 0 24 34 74 2139 PHF 0.39 0.88 0.38 0.89 0.75 0.93 0.61 0.94 0.65 n/a 0.68 0.77 0.5 n/a 0.46 0.61 0.93 4:30 4 252 0 256 5 316 8 329 585 2 0 9 11 0 0 6 6 17 602 4:45 0 275 4 279 9 323 6 338 617 7 0 11 18 1 0 3 4 22 639 5:00 0 307 7 314 3 363 3 369 683 3 0 7 10 0 0 4 4 14 697 5:15 7 315 4 326 6 331 5 342 668 5 0 5 10 0 1 4 5 15 683 4:30-5:30 11 1149 15 1175 23 1333 22 1378 2553 17 0 32 49 1 1 17 19 68 2621 PHF 0.39 0.91 0.54 0.9 0.64 0.92 0.69 0.93 0.61 n/a 0.73 0.68 0.25 0.25 0.71 0.79 0.94 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 7/12/2016 Observer: Lisa Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Shields/Cunningham S = straight L = left turn Time Northbound: Shields Southbound: Shields Total Eastbound: Westbound: Cunningham Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 300 0 300 1 258 259 559 0 0 1 1 1 560 7:45 316 0 316 2 242 244 560 0 1 1 2 2 562 8:00 256 0 256 1 233 234 490 0 0 3 3 3 493 8:15 250 0 250 5 232 237 487 0 0 7 7 7 494 7:30-8:30 0 1122 0 1122 9 965 0 974 2096 0 0 0 0 1 0 12 13 13 2109 PHF n/a 0.89 n/a 0.89 0.45 0.94 n/a 0.94 n/a n/a n/a n/a 0.25 n/a 0.43 0.46 0.94 4:30 259 1 260 3 329 332 592 0 0 1 1 1 593 4:45 285 0 285 4 338 342 627 0 0 4 4 4 631 5:00 314 0 314 2 368 370 684 0 1 0 1 1 685 5:15 324 0 324 13 342 355 679 0 0 5 5 5 684 4:30-5:30 0 1182 1 1183 22 1377 0 1399 2582 0 0 0 0 1 0 10 11 11 2593 PHF n/a 0.91 0.25 0.91 0.42 0.94 n/a 0.95 n/a n/a n/a n/a 0.25 n/a 0.5 0.55 0.95 APPENDIX C HCM 2010 TWSC Recent AM 3: Shields & Richmond 7/21/2016 Synchro 9 Light Report recent am.syn Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 13 0 27 10 0 24 11 1207 3 6 938 22 Future Vol, veh/h 13 0 27 10 0 24 11 1207 3 6 938 22 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 - - - - - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 14 0 29 11 0 26 12 1298 3 6 1009 24 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1706 2358 516 1840 2368 651 1032 0 0 1301 0 0 Stage 1 1033 1033 - 1323 1323 - - - - - - - Stage 2 673 1325 - 517 1045 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 59 35 504 47 35 411 669 - - 528 - - Stage 1 249 308 - 165 224 - - - - - - - Stage 2 411 223 - 509 304 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 54 34 504 43 34 411 669 - - 528 - - Mov Cap-2 Maneuver 54 34 - 43 34 - - - - - - - Stage 1 245 305 - 162 220 - - - - - - - Stage 2 378 219 - 474 301 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 43.3 49.2 0.1 0.1 HCM LOS E E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 669 - - 136 117 528 - - HCM Lane V/C Ratio 0.018 - - 0.316 0.312 0.012 - - HCM Control Delay (s) 10.5 - - 43.3 49.2 11.9 - - HCM Lane LOS B - - E E B - - HCM 95th %tile Q(veh) 0.1 - - 1.3 1.2 0 - - Lanes and Geometrics Recent AM 3: Shields & Richmond 7/21/2016 Synchro 9 Light Report 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 0 100 0 100 0 Storage Lanes 0 0 0 0 1 0 1 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 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.909 0.905 0.997 Flt Protected 0.984 0.985 0.950 0.950 Satd. Flow (prot) 0 1666 0 0 1660 0 1770 3539 0 1770 3529 0 Flt Permitted 0.984 0.985 0.950 0.950 Satd. Flow (perm) 0 1666 0 0 1660 0 1770 3539 0 1770 3529 0 Link Speed (mph) 25 25 40 40 Link Distance (ft) 438 378 500 559 Travel Time (s) 11.9 10.3 8.5 9.5 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 3: Shields & Richmond 7/21/2016 Synchro 9 Light Report recent pm.syn Intersection Int Delay, s/veh 6.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 17 0 32 1 1 17 11 1222 15 23 1487 22 Future Vol, veh/h 17 0 32 1 1 17 11 1222 15 23 1487 22 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 - - - - - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 18 0 34 1 1 18 12 1300 16 24 1582 23 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2317 2982 803 2171 2985 658 1605 0 0 1316 0 0 Stage 1 1643 1643 - 1331 1331 - - - - - - - Stage 2 674 1339 - 840 1654 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 20 14 326 26 14 407 403 - - 521 - - Stage 1 104 156 - 163 222 - - - - - - - Stage 2 410 220 - 326 154 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 17 13 326 22 13 407 403 - - 521 - - Mov Cap-2 Maneuver ~ 17 13 - 22 13 - - - - - - - Stage 1 101 149 - 158 215 - - - - - - - Stage 2 378 213 - 279 147 - - - - - - - Approach EB WB NB SB HCM Control Delay, s $ 327.9 42.5 0.1 0.2 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 403 - - 45 116 521 - - HCM Lane V/C Ratio 0.029 - - 1.158 0.174 0.047 - - HCM Control Delay (s) 14.2 - -$ 327.9 42.5 12.2 - - HCM Lane LOS B - - F E B - - HCM 95th %tile Q(veh) 0.1 - - 4.9 0.6 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes and Geometrics Recent PM 3: Shields & Richmond 7/21/2016 Synchro 9 Light Report 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 0 100 0 100 0 Storage Lanes 0 0 0 0 1 0 1 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 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.912 0.878 0.998 0.998 Flt Protected 0.983 0.998 0.950 0.950 Satd. Flow (prot) 0 1670 0 0 1632 0 1770 3532 0 1770 3532 0 Flt Permitted 0.983 0.998 0.950 0.950 Satd. Flow (perm) 0 1670 0 0 1632 0 1770 3532 0 1770 3532 0 Link Speed (mph) 25 25 40 40 Link Distance (ft) 438 378 500 559 Travel Time (s) 11.9 10.3 8.5 9.5 Intersection Summary Area Type: Other HCM 2010 TWSC Recent AM 6: Shields & Cunningham 7/21/2016 Synchro 9 Light Report recent am.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Traffic Vol, veh/h 1 12 1244 0 9 965 Future Vol, veh/h 1 12 1244 0 9 965 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 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 13 1323 0 10 1027 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1855 662 0 0 1323 0 Stage 1 1323 - - - - - Stage 2 532 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 65 404 - - 518 - Stage 1 213 - - - - - Stage 2 553 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 64 404 - - 518 - Mov Cap-2 Maneuver 64 - - - - - Stage 1 213 - - - - - Stage 2 542 - - - - - Approach WB NB SB HCM Control Delay, s 18.2 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 287 518 - HCM Lane V/C Ratio - - 0.048 0.018 - HCM Control Delay (s) - - 18.2 12.1 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.2 0.1 - Lanes and Geometrics Recent AM 6: Shields & Cunningham 7/21/2016 Synchro 9 Light Report recent am.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.875 Flt Protected 0.996 0.950 Satd. Flow (prot) 1623 0 3539 0 1770 3539 Flt Permitted 0.996 0.950 Satd. Flow (perm) 1623 0 3539 0 1770 3539 Link Speed (mph) 25 40 40 Link Distance (ft) 346 559 339 Travel Time (s) 9.4 9.5 5.8 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 6: Shields & Cunningham 7/21/2016 Synchro 9 Light Report recent pm.syn Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Traffic Vol, veh/h 1 10 1255 1 22 1531 Future Vol, veh/h 1 10 1255 1 22 1531 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 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 11 1321 1 23 1612 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2174 661 0 0 1322 0 Stage 1 1322 - - - - - Stage 2 852 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 40 405 - - 519 - Stage 1 213 - - - - - Stage 2 378 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 38 405 - - 519 - Mov Cap-2 Maneuver 38 - - - - - Stage 1 213 - - - - - Stage 2 361 - - - - - Approach WB NB SB HCM Control Delay, s 22.6 0 0.2 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 216 519 - HCM Lane V/C Ratio - - 0.054 0.045 - HCM Control Delay (s) - - 22.6 12.3 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.2 0.1 - Lanes and Geometrics Recent PM 6: Shields & Cunningham 7/21/2016 Synchro 9 Light Report recent pm.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.876 Flt Protected 0.996 0.950 Satd. Flow (prot) 1625 0 3539 0 1770 3539 Flt Permitted 0.996 0.950 Satd. Flow (perm) 1625 0 3539 0 1770 3539 Link Speed (mph) 25 40 40 Link Distance (ft) 346 559 339 Travel Time (s) 9.4 9.5 5.8 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 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 3: Shields & Richmond 7/21/2016 Synchro 9 Light Report sb am.syn Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 13 0 27 10 0 24 11 1333 3 6 1036 22 Future Vol, veh/h 13 0 27 10 0 24 11 1333 3 6 1036 22 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 - - - - - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 14 0 29 11 0 26 12 1433 3 6 1114 24 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1879 2599 569 2029 2610 718 1138 0 0 1437 0 0 Stage 1 1139 1139 - 1459 1459 - - - - - - - Stage 2 740 1460 - 570 1151 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 44 24 465 34 24 371 610 - - 468 - - Stage 1 214 274 - 136 192 - - - - - - - Stage 2 375 192 - 474 271 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 40 23 465 31 23 371 610 - - 468 - - Mov Cap-2 Maneuver 40 23 - 31 23 - - - - - - - Stage 1 210 270 - 133 188 - - - - - - - Stage 2 342 188 - 439 268 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 62.1 72.3 0.1 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 610 - - 104 88 468 - - HCM Lane V/C Ratio 0.019 - - 0.414 0.415 0.014 - - HCM Control Delay (s) 11 - - 62.1 72.3 12.8 - - HCM Lane LOS B - - F F B - - HCM 95th %tile Q(veh) 0.1 - - 1.7 1.7 0 - - Lanes and Geometrics Short Bkgrd AM 3: Shields & Richmond 7/21/2016 Synchro 9 Light Report 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 0 100 0 100 0 Storage Lanes 0 0 0 0 1 0 1 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 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.909 0.905 0.997 Flt Protected 0.984 0.985 0.950 0.950 Satd. Flow (prot) 0 1666 0 0 1660 0 1770 3539 0 1770 3529 0 Flt Permitted 0.984 0.985 0.950 0.950 Satd. Flow (perm) 0 1666 0 0 1660 0 1770 3539 0 1770 3529 0 Link Speed (mph) 25 25 40 40 Link Distance (ft) 244 378 500 559 Travel Time (s) 6.7 10.3 8.5 9.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 3: Shields & Richmond 7/21/2016 Synchro 9 Light Report sb pm.syn Intersection Int Delay, s/veh 12.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 17 0 32 1 1 17 11 1349 15 23 1642 22 Future Vol, veh/h 17 0 32 1 1 17 11 1349 15 23 1642 22 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 - - - - - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 18 0 34 1 1 18 12 1435 16 24 1747 23 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2548 3281 885 2388 3285 726 1770 0 0 1451 0 0 Stage 1 1807 1807 - 1466 1466 - - - - - - - Stage 2 741 1474 - 922 1819 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 13 9 288 18 9 367 348 - - 463 - - Stage 1 82 129 - 134 191 - - - - - - - Stage 2 374 189 - 291 127 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 10 8 288 15 8 367 348 - - 463 - - Mov Cap-2 Maneuver ~ 10 8 - 15 8 - - - - - - - Stage 1 79 122 - 129 184 - - - - - - - Stage 2 341 182 - 243 120 - - - - - - - Approach EB WB NB SB HCM Control Delay, s $ 747.3 64.6 0.1 0.2 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 348 - - 27 80 463 - - HCM Lane V/C Ratio 0.034 - - 1.931 0.253 0.053 - - HCM Control Delay (s) 15.7 - -$ 747.3 64.6 13.2 - - HCM Lane LOS C - - F F B - - HCM 95th %tile Q(veh) 0.1 - - 6.3 0.9 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes and Geometrics Short Bkgrd PM 3: Shields & Richmond 7/21/2016 Synchro 9 Light Report 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 0 100 0 100 0 Storage Lanes 0 0 0 0 1 0 1 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 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.912 0.878 0.998 0.998 Flt Protected 0.983 0.998 0.950 0.950 Satd. Flow (prot) 0 1670 0 0 1632 0 1770 3532 0 1770 3532 0 Flt Permitted 0.983 0.998 0.950 0.950 Satd. Flow (perm) 0 1670 0 0 1632 0 1770 3532 0 1770 3532 0 Link Speed (mph) 25 25 40 40 Link Distance (ft) 244 378 500 559 Travel Time (s) 6.7 10.3 8.5 9.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd AM 6: Shields & Cunningham 7/21/2016 Synchro 9 Light Report sb am.syn Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Traffic Vol, veh/h 1 12 1370 0 9 1063 Future Vol, veh/h 1 12 1370 0 9 1063 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 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 13 1457 0 10 1131 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2042 729 0 0 1457 0 Stage 1 1457 - - - - - Stage 2 585 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 49 365 - - 460 - Stage 1 181 - - - - - Stage 2 520 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 48 365 - - 460 - Mov Cap-2 Maneuver 48 - - - - - Stage 1 181 - - - - - Stage 2 509 - - - - - Approach WB NB SB HCM Control Delay, s 20.8 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 242 460 - HCM Lane V/C Ratio - - 0.057 0.021 - HCM Control Delay (s) - - 20.8 13 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.2 0.1 - Lanes and Geometrics Short Bkgrd AM 6: Shields & Cunningham 7/21/2016 Synchro 9 Light Report sb am.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.875 Flt Protected 0.996 0.950 Satd. Flow (prot) 1623 0 3539 0 1770 3539 Flt Permitted 0.996 0.950 Satd. Flow (perm) 1623 0 3539 0 1770 3539 Link Speed (mph) 25 40 40 Link Distance (ft) 346 559 339 Travel Time (s) 9.4 9.5 5.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 6: Shields & Cunningham 7/21/2016 Synchro 9 Light Report sb pm.syn Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Traffic Vol, veh/h 1 10 1382 1 22 1686 Future Vol, veh/h 1 10 1382 1 22 1686 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 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 11 1455 1 23 1775 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2389 728 0 0 1456 0 Stage 1 1455 - - - - - Stage 2 934 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 28 366 - - 461 - Stage 1 181 - - - - - Stage 2 343 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 27 366 - - 461 - Mov Cap-2 Maneuver 27 - - - - - Stage 1 181 - - - - - Stage 2 326 - - - - - Approach WB NB SB HCM Control Delay, s 27.6 0 0.2 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 171 461 - HCM Lane V/C Ratio - - 0.068 0.05 - HCM Control Delay (s) - - 27.6 13.2 - HCM Lane LOS - - D B - HCM 95th %tile Q(veh) - - 0.2 0.2 - Lanes and Geometrics Short Bkgrd PM 6: Shields & Cunningham 7/21/2016 Synchro 9 Light Report sb pm.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.876 Flt Protected 0.996 0.950 Satd. Flow (prot) 1625 0 3539 0 1770 3539 Flt Permitted 0.996 0.950 Satd. Flow (perm) 1625 0 3539 0 1770 3539 Link Speed (mph) 25 40 40 Link Distance (ft) 346 559 339 Travel Time (s) 9.4 9.5 5.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd AM 8: Bright Horizons/Grease Monkey & Richmond 7/21/2016 Synchro 9 Light Report sb am.syn Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 0 26 1 11 20 2 1 0 12 2 0 1 Future Vol, veh/h 0 26 1 11 20 2 1 0 12 2 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 31 1 13 24 2 1 0 14 2 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 26 0 0 32 0 0 82 83 31 89 83 25 Stage 1 - - - - - - 31 31 - 51 51 - Stage 2 - - - - - - 51 52 - 38 32 - 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 - - 1580 - - 905 807 1043 896 807 1051 Stage 1 - - - - - - 986 869 - 962 852 - Stage 2 - - - - - - 962 852 - 977 868 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1588 - - 1580 - - 898 801 1043 878 801 1051 Mov Cap-2 Maneuver - - - - - - 898 801 - 878 801 - Stage 1 - - - - - - 986 869 - 962 845 - Stage 2 - - - - - - 953 845 - 964 868 - Approach EB WB NB SB HCM Control Delay, s 0 2.4 8.5 8.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 1030 1588 - - 1580 - - 929 HCM Lane V/C Ratio 0.015 - - - 0.008 - - 0.004 HCM Control Delay (s) 8.5 0 - - 7.3 0 - 8.9 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 Lanes and Geometrics Short Bkgrd AM 8: Bright Horizons/Grease Monkey & Richmond 7/21/2016 Synchro 9 Light Report 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 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.996 0.993 0.874 0.955 Flt Protected 0.984 0.997 0.968 Satd. Flow (prot) 0 1855 0 0 1820 0 0 1623 0 0 1722 0 Flt Permitted 0.984 0.997 0.968 Satd. Flow (perm) 0 1855 0 0 1820 0 0 1623 0 0 1722 0 Link Speed (mph) 25 30 30 30 Link Distance (ft) 194 244 171 173 Travel Time (s) 5.3 5.5 3.9 3.9 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 8: Bright Horizons/Grease Monkey & Richmond 7/21/2016 Synchro 9 Light Report sb pm.syn Intersection Int Delay, s/veh 3.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 1 30 1 11 20 3 2 0 15 4 0 2 Future Vol, veh/h 1 30 1 11 20 3 2 0 15 4 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 1 35 1 13 24 4 2 0 18 5 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 27 0 0 36 0 0 90 91 36 98 90 25 Stage 1 - - - - - - 38 38 - 51 51 - Stage 2 - - - - - - 52 53 - 47 39 - 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 1587 - - 1575 - - 895 799 1037 884 800 1051 Stage 1 - - - - - - 977 863 - 962 852 - Stage 2 - - - - - - 961 851 - 967 862 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1587 - - 1575 - - 887 792 1037 863 793 1051 Mov Cap-2 Maneuver - - - - - - 887 792 - 863 793 - Stage 1 - - - - - - 976 862 - 961 845 - Stage 2 - - - - - - 951 844 - 950 861 - Approach EB WB NB SB HCM Control Delay, s 0.2 2.4 8.6 9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 1017 1587 - - 1575 - - 918 HCM Lane V/C Ratio 0.02 0.001 - - 0.008 - - 0.008 HCM Control Delay (s) 8.6 7.3 0 - 7.3 0 - 9 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 Lanes and Geometrics Short Bkgrd PM 8: Bright Horizons/Grease Monkey & Richmond 7/21/2016 Synchro 9 Light Report 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 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.996 0.987 0.878 0.961 Flt Protected 0.999 0.984 0.995 0.966 Satd. Flow (prot) 0 1853 0 0 1809 0 0 1627 0 0 1729 0 Flt Permitted 0.999 0.984 0.995 0.966 Satd. Flow (perm) 0 1853 0 0 1809 0 0 1627 0 0 1729 0 Link Speed (mph) 25 30 30 30 Link Distance (ft) 194 244 171 173 Travel Time (s) 5.3 5.5 3.9 3.9 Intersection Summary Area Type: Other APPENDIX E HCM 2010 TWSC Short Total AM 3: Shields & Richmond 7/21/2016 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 5.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 29 0 33 10 0 24 16 1333 3 6 1050 22 Future Vol, veh/h 29 0 33 10 0 24 16 1333 3 6 1050 22 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 - - - - - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 31 0 35 11 0 26 17 1433 3 6 1129 24 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1905 2625 576 2046 2635 718 1153 0 0 1437 0 0 Stage 1 1154 1154 - 1469 1469 - - - - - - - Stage 2 751 1471 - 577 1166 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 42 24 460 33 23 371 602 - - 468 - - Stage 1 210 270 - 134 190 - - - - - - - Stage 2 369 190 - 469 266 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 38 23 460 30 22 371 602 - - 468 - - Mov Cap-2 Maneuver 38 23 - 30 22 - - - - - - - Stage 1 204 267 - 130 185 - - - - - - - Stage 2 334 185 - 427 263 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 173.5 76.1 0.1 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 602 - - 74 85 468 - - HCM Lane V/C Ratio 0.029 - - 0.901 0.43 0.014 - - HCM Control Delay (s) 11.2 - - 173.5 76.1 12.8 - - HCM Lane LOS B - - F F B - - HCM 95th %tile Q(veh) 0.1 - - 4.6 1.8 0 - - Lanes and Geometrics Short Total AM 3: Shields & Richmond 7/21/2016 Synchro 9 Light Report 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 0 100 0 100 0 Storage Lanes 0 0 0 0 1 0 1 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 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.928 0.905 0.997 Flt Protected 0.977 0.985 0.950 0.950 Satd. Flow (prot) 0 1689 0 0 1660 0 1770 3539 0 1770 3529 0 Flt Permitted 0.977 0.985 0.950 0.950 Satd. Flow (perm) 0 1689 0 0 1660 0 1770 3539 0 1770 3529 0 Link Speed (mph) 25 25 40 40 Link Distance (ft) 244 378 500 409 Travel Time (s) 6.7 10.3 8.5 7.0 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 3: Shields & Richmond 7/21/2016 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 29.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 27 0 36 1 1 17 34 1349 15 23 1650 22 Future Vol, veh/h 27 0 36 1 1 17 34 1349 15 23 1650 22 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 - - - - - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 29 0 38 1 1 18 36 1435 16 24 1755 23 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2606 3339 889 2442 3343 726 1779 0 0 1451 0 0 Stage 1 1816 1816 - 1515 1515 - - - - - - - Stage 2 790 1523 - 927 1828 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 12 8 286 16 8 367 345 - - 463 - - Stage 1 81 128 - 125 180 - - - - - - - Stage 2 350 179 - 289 126 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 9 7 286 12 7 367 345 - - 463 - - Mov Cap-2 Maneuver ~ 9 7 - 12 7 - - - - - - - Stage 1 73 121 - 112 161 - - - - - - - Stage 2 296 160 - 237 119 - - - - - - - Approach EB WB NB SB HCM Control Delay, s $ 1456.5 76.1 0.4 0.2 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 345 - - 20 70 463 - - HCM Lane V/C Ratio 0.105 - - 3.351 0.289 0.053 - - HCM Control Delay (s) 16.7 - $ - 1456.5 76.1 13.2 - - HCM Lane LOS C - - F F B - - HCM 95th %tile Q(veh) 0.3 - - 8.8 1 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes and Geometrics Short Total PM 3: Shields & Richmond 7/21/2016 Synchro 9 Light Report 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 0 100 0 100 0 Storage Lanes 0 0 0 0 1 0 1 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 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.923 0.878 0.998 0.998 Flt Protected 0.979 0.998 0.950 0.950 Satd. Flow (prot) 0 1683 0 0 1632 0 1770 3532 0 1770 3532 0 Flt Permitted 0.979 0.998 0.950 0.950 Satd. Flow (perm) 0 1683 0 0 1632 0 1770 3532 0 1770 3532 0 Link Speed (mph) 25 25 40 40 Link Distance (ft) 244 378 500 419 Travel Time (s) 6.7 10.3 8.5 7.1 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 6: Shields & Cunningham 7/21/2016 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Traffic Vol, veh/h 1 12 1386 0 9 1067 Future Vol, veh/h 1 12 1386 0 9 1067 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 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 13 1474 0 10 1135 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2061 737 0 0 1474 0 Stage 1 1474 - - - - - Stage 2 587 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 47 361 - - 453 - Stage 1 177 - - - - - Stage 2 519 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 46 361 - - 453 - Mov Cap-2 Maneuver 46 - - - - - Stage 1 177 - - - - - Stage 2 508 - - - - - Approach WB NB SB HCM Control Delay, s 21.2 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 236 453 - HCM Lane V/C Ratio - - 0.059 0.021 - HCM Control Delay (s) - - 21.2 13.1 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.2 0.1 - Lanes and Geometrics Short Total AM 6: Shields & Cunningham 7/21/2016 Synchro 9 Light Report st am.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.875 Flt Protected 0.996 0.950 Satd. Flow (prot) 1623 0 3539 0 1770 3539 Flt Permitted 0.996 0.950 Satd. Flow (perm) 1623 0 3539 0 1770 3539 Link Speed (mph) 25 40 40 Link Distance (ft) 346 150 339 Travel Time (s) 9.4 2.6 5.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 6: Shields & Cunningham 7/21/2016 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Traffic Vol, veh/h 1 10 1392 1 22 1704 Future Vol, veh/h 1 10 1392 1 22 1704 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 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 11 1465 1 23 1794 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2409 733 0 0 1466 0 Stage 1 1466 - - - - - Stage 2 943 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 27 363 - - 456 - Stage 1 178 - - - - - Stage 2 339 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 26 363 - - 456 - Mov Cap-2 Maneuver 26 - - - - - Stage 1 178 - - - - - Stage 2 322 - - - - - Approach WB NB SB HCM Control Delay, s 28.2 0 0.2 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 167 456 - HCM Lane V/C Ratio - - 0.069 0.051 - HCM Control Delay (s) - - 28.2 13.3 - HCM Lane LOS - - D B - HCM 95th %tile Q(veh) - - 0.2 0.2 - Lanes and Geometrics Short Total PM 6: Shields & Cunningham 7/21/2016 Synchro 9 Light Report st pm.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.876 Flt Protected 0.996 0.950 Satd. Flow (prot) 1625 0 3539 0 1770 3539 Flt Permitted 0.996 0.950 Satd. Flow (perm) 1625 0 3539 0 1770 3539 Link Speed (mph) 25 40 40 Link Distance (ft) 346 140 339 Travel Time (s) 9.4 2.4 5.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 8: Bright Horizons/Site Access (Grease Monkey) & Richmond 7/21/2016 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 1 26 1 11 20 7 1 0 12 24 0 5 Future Vol, veh/h 1 26 1 11 20 7 1 0 12 24 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 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 31 1 13 24 8 1 0 14 28 0 6 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 32 0 0 32 0 0 90 92 31 95 88 28 Stage 1 - - - - - - 34 34 - 54 54 - Stage 2 - - - - - - 56 58 - 41 34 - 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 1580 - - 1580 - - 895 798 1043 888 802 1047 Stage 1 - - - - - - 982 867 - 958 850 - Stage 2 - - - - - - 956 847 - 974 867 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1580 - - 1580 - - 884 791 1043 870 795 1047 Mov Cap-2 Maneuver - - - - - - 884 791 - 870 795 - Stage 1 - - - - - - 981 866 - 957 843 - Stage 2 - - - - - - 943 840 - 960 866 - Approach EB WB NB SB HCM Control Delay, s 0.3 2.1 8.6 9.2 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 1029 1580 - - 1580 - - 896 HCM Lane V/C Ratio 0.015 0.001 - - 0.008 - - 0.038 HCM Control Delay (s) 8.6 7.3 0 - 7.3 0 - 9.2 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0.1 Lanes and Geometrics Short Total AM 8: Bright Horizons/Site Access (Grease Monkey) & Richmond 7/21/2016 Synchro 9 Light Report 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 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.996 0.976 0.874 0.976 Flt Protected 0.998 0.986 0.997 0.960 Satd. Flow (prot) 0 1852 0 0 1793 0 0 1623 0 0 1745 0 Flt Permitted 0.998 0.986 0.997 0.960 Satd. Flow (perm) 0 1852 0 0 1793 0 0 1623 0 0 1745 0 Link Speed (mph) 25 30 30 30 Link Distance (ft) 194 244 171 173 Travel Time (s) 5.3 5.5 3.9 3.9 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 8: Bright Horizons/Site Access (Grease Monkey) & Richmond 7/21/2016 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 5 30 1 11 20 26 2 0 15 18 0 4 Future Vol, veh/h 5 30 1 11 20 26 2 0 15 18 0 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - 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 6 35 1 13 24 31 2 0 18 21 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 54 0 0 36 0 0 115 128 36 121 113 39 Stage 1 - - - - - - 48 48 - 65 65 - Stage 2 - - - - - - 67 80 - 56 48 - 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 1551 - - 1575 - - 862 763 1037 854 777 1033 Stage 1 - - - - - - 965 855 - 946 841 - Stage 2 - - - - - - 943 828 - 956 855 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1551 - - 1575 - - 850 753 1037 831 767 1033 Mov Cap-2 Maneuver - - - - - - 850 753 - 831 767 - Stage 1 - - - - - - 961 852 - 942 833 - Stage 2 - - - - - - 930 821 - 936 852 - Approach EB WB NB SB HCM Control Delay, s 1 1.4 8.6 9.3 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 1011 1551 - - 1575 - - 862 HCM Lane V/C Ratio 0.02 0.004 - - 0.008 - - 0.03 HCM Control Delay (s) 8.6 7.3 0 - 7.3 0 - 9.3 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 Lanes and Geometrics Short Total PM 8: Bright Horizons/Site Access (Grease Monkey) & Richmond 7/21/2016 Synchro 9 Light Report 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 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.997 0.938 0.878 0.974 Flt Protected 0.993 0.991 0.995 0.961 Satd. Flow (prot) 0 1844 0 0 1732 0 0 1627 0 0 1744 0 Flt Permitted 0.993 0.991 0.995 0.961 Satd. Flow (perm) 0 1844 0 0 1732 0 0 1627 0 0 1744 0 Link Speed (mph) 25 30 30 30 Link Distance (ft) 194 244 171 173 Travel Time (s) 5.3 5.5 3.9 3.9 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 11: Shields & Site Access 7/21/2016 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 0 14 0 1386 1064 4 Future Vol, veh/h 0 14 0 1386 1064 4 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 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 15 0 1474 1132 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1871 568 1136 0 - 0 Stage 1 1134 - - - - - Stage 2 737 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 64 466 611 - - - Stage 1 269 - - - - - Stage 2 434 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 64 466 611 - - - Mov Cap-2 Maneuver 64 - - - - - Stage 1 269 - - - - - Stage 2 434 - - - - - Approach EB NB SB HCM Control Delay, s 13 0 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 611 - 466 - - HCM Lane V/C Ratio - - 0.032 - - HCM Control Delay (s) 0 - 13 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - Lanes and Geometrics Short Total AM 11: Shields & Site Access 7/21/2016 Synchro 9 Light Report st am.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 Ped Bike Factor Frt 0.865 0.999 Flt Protected Satd. Flow (prot) 0 1611 0 3539 3536 0 Flt Permitted Satd. Flow (perm) 0 1611 0 3539 3536 0 Link Speed (mph) 30 40 40 Link Distance (ft) 161 409 150 Travel Time (s) 3.7 7.0 2.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 11: Shields & Site Access 7/21/2016 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 0 8 0 1393 1687 18 Future Vol, veh/h 0 8 0 1393 1687 18 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 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 9 0 1482 1795 19 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2545 907 1814 0 - 0 Stage 1 1804 - - - - - Stage 2 741 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 22 279 335 - - - Stage 1 117 - - - - - Stage 2 432 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 22 279 335 - - - Mov Cap-2 Maneuver 22 - - - - - Stage 1 117 - - - - - Stage 2 432 - - - - - Approach EB NB SB HCM Control Delay, s 18.3 0 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 335 - 279 - - HCM Lane V/C Ratio - - 0.031 - - HCM Control Delay (s) 0 - 18.3 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.1 - - Lanes and Geometrics Short Total PM 11: Shields & Site Access 7/21/2016 Synchro 9 Light Report st pm.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 Ped Bike Factor Frt 0.865 0.998 Flt Protected Satd. Flow (prot) 0 1611 0 3539 3532 0 Flt Permitted Satd. Flow (perm) 0 1611 0 3539 3532 0 Link Speed (mph) 30 40 40 Link Distance (ft) 171 419 140 Travel Time (s) 3.9 7.1 2.4 Intersection Summary Area Type: Other APPENDIX F Horsetooth Shields Richmond Cunningham SITE SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Shields Apartments TIS, August 2016 Pedestrian LOS Worksheet Project Location Classification: All Other Areas Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Commercial area to the south of the site Commercial Minimum C C C C C 1 Actual A B A B B Proposed A B A B B Neighborhood to the west of the site Residential Minimum C C C C C 2 Actual A B A B B Proposed A B A B B Neighborhood to the north and northwest of the site Residential Minimum C C C C C 3 Actual B B B B B Proposed B B B B B Neighborhood to the east of the site Residential Minimum C C C C C 4 Actual A B C B B Proposed A B C B B Commercial area to the southeast of the site Commercial Minimum C C C C C 5 Actual A B C B B Proposed A B C B B Neighborhood to the south of the site Residential Minimum C C C C C 6 Actual A D C C C Proposed A D C C C Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed