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HomeMy WebLinkAboutSOUTHEAST FORT COLLINS COMMUNITY PARK - PDP - PDP140014 - REPORTS - TRAFFIC STUDY (3)APPENDIX A 1 Larimer County Urban Area Street Standards January 2, 2001 Attachment “A” Transportation Impact Study Base Assumptions Project Information Project Name: SouthEast Community Park Project Location: northeast quadrant of Kechter Road and Ziegler Road TIS Assumptions Type of Study Full: Yes Intermediate: No Study Area Boundaries North: Saber Cat Drive South: Kechter Road East: Lady Moon Drive West: Ziegler Road Study Years Short Range: 2019 Long Range: 2035 Future Traffic Growth Rate Study Intersections 1. Ziegler/Saber Cat 5. Kechter/Site Acccess 2. Ziegler/Sage Creek 6. Kechter/Lady Moon 3. Ziegler/Kechter 7. Lady Moon/Saber Cat 4. Kechter/Evening Primrose 8. Time Period for Study AM: PM: 4:00-6:00 Sat: 11:30-1:30 Trip Generation Rates See Attached Trip Adjustment Factors Passby: N/A Captive Market: N/A Overall Trip Distribution See Attached Mode Split Assumptions Committed Roadway Improvements None Known Other Traffic Studies Kechter Farms Areas Requiring Special Study Determine best location of Park Access on Kechter ( in-line with Evening Primrose, off-set, or off-set ¾ movement) Date: __May 8, 2014___________________________________ Traffic Engineer: __Delich Associates_______________________________________ Local Entity Engineer: __________________________________________________________ 2 SCALE: 1"=1000' SITE LOCATION/TRIP DISTRIBUTION Figure 1 DELICH ASSOCIATES SouthEast Community Park TIS, May 2014 Page 3 Kechter Road Trilby Road Lady Moon Drive Ziegler Road Rock Creek Saber Cat Lady Moon Drive 10% 15% 25% 5% 30% 15% 3 4 TABLE 2 Trip Generation Use Size Saturday Saturday Noon AWDTE PM Peak Hour Daily Trips In Out Out In Out SouthEast Community Park 53 acres 1900 301 199 1900 301 199 5 APPENDIX B 6 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 4/5/2014-4/2/2014 Observer: Andy Day: Saturday/Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Ziegler/Saber Cat S = straight L = left turn Time Northbound: Ziegler Southbound: Ziegler Total Eastbound: Westbound: Saber Cat Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 11:30 60 2 62 17 53 70 132 0 066 6 138 11:45 86 5 91 945 54 145 0 066 6 151 12:00 47 3 50 253 55 105 0 156 6 111 12:15 51 3 54 671 77 131 0 202 2 133 # 12:30 47 0 47 271 73 120 0 011 1 121 # 12:45 64 0 64 455 59 123 0 145 5 128 # 1:00 41 3 44 11 51 62 106 0 246 6 112 # 1:15 43 1 44 955 64 108 0 2911 11 119 # 7:00-8:00 0 244 13 257 34 222 0 256 513 0 0 003 0 172020 533 PHF n/a 0.71 0.65 0.71 0.5 0.78 n/a 0.83 0.88 n/a n/a n/a n/a 0.38 n/a 0.71 0.83 0.83 0.88 4:00 0 0 0 00 00 4:15 0 0 0 00 00 4:30 85 12 97 15 101 116 213 0 82735 35 248 4:45 77 3 80 15 116 131 211 0 61319 19 230 # 5:00 87 2 89 8 127 135 224 0 52227 27 251 # 5:15 83 3 86 8 122 130 216 0 61521 21 237 # 5:30 0 0 0 00 00 # 5:45 0 0 0 00 00 # 4:30-5:30 0 332 20 352 46 466 0 512 864 0 0 0 0 25 0 77 102 102 966 PHF n/a 0.95 0.42 0.91 0.77 0.92 n/a 0.95 0.96 n/a n/a n/a n/a 0.78 n/a 0.71 0.73 0.73 0.96 7 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 4/5/2014-4/3/2014 Observer: Matt Day: Saturday/Thursday Jurisdiction: Fort Collins R = right turn Intersection: Ziegler/Sage Creek S = straight L = left turn Time Northbound: Ziegler Southbound: Ziegler Total Eastbound: Sage Creek Westbound: Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 11:30 169 70 46 2 48 118 3360 6 124 11:45 063 63 43 1 44 107 9090 9 116 12:00 151 52 66 1 67 119 0000 0 119 12:15 256 58 63 3 66 124 2240 4 128 # 12:30 544 49 62 1 63 112 4150 5 117 # 12:45 159 60 43 1 44 104 2240 4 108 # 1:00 245 47 55 1 56 103 4040 4 107 # 1:15 238 40 56 1 57 97 4040 4 101 # 7:00-8:00 4 239 0 243 0 218 7 225 468 1405 19 000 0 19 487 PHF 0.5 0.87 n/a 0.87 n/a 0.83 0.58 0.84 0.94 0.39 n/a 0.42 0.53 n/a n/a n/a n/a 0.53 0.95 4:00 0 0 0 00 00 4:15 0 0 0 00 00 4:30 477 81 130 8 138 219 3140 4 223 4:45 1 101 102 113 7 120 222 2020 2 224 # 5:00 194 95 119 6 125 220 5160 6 226 # 5:15 080 80 157 4 161 241 6060 6 247 # 5:30 0 0 0 00 00 # 5:45 0 0 0 00 00 # 4:30-5:30 6 352 0 358 0 519 25 544 902 1602 18 000 0 18 920 PHF 0.38 0.87 n/a 0.88 n/a 0.83 0.78 0.84 0.94 0.67 n/a 0.5 0.75 n/a n/a n/a n/a 0.75 0.93 8 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 4/5/2014-4/2/2014 Observer: Joseph Day: Saturday/Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Ketcher/Ziegler S = straight L = left turn Time Northbound: Ziegler Southbound: Ziegler Total Eastbound: Kecther Westbound: Kecther Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 11:30 5162 23 23 13 5 41 64 5184 27 22024 46 73 137 11:45 4170 21 22 14 8 44 65 10 24 5 39 12738 66 105 170 12:00 7154 26 31 26 8 65 91 7146 27 21927 48 75 166 12:15 7233 33 32 18 13 63 96 6306 42 22328 53 95 191 # 12:30 3126 21 36 17 18 71 92 72014 41 12520 46 87 179 # 12:45 11 20 5 36 26 13 9 48 84 4173 24 03833 71 95 179 # 1:00 1141 16 26 18 13 57 73 8317 46 01429 43 89 162 # 1:15 3135 21 37 14 12 63 84 8226 36 12126 48 84 168 # 12:00-1:00 28 70 18 116 125 74 48 247 363 24 81 29 134 5 105 108 218 352 715 PHF 0.64 0.76 0.75 0.81 0.87 0.71 0.67 0.87 0.95 0.86 0.68 0.52 0.8 0.63 0.69 0.82 0.77 0.93 0.94 4:00 0 0 0 00 00 4:15 0 0 0 00 00 4:30 19 36 4 59 43 24 23 90 149 53111 47 53542 82 129 278 4:45 17 32 6 55 58 32 30 120 175 11 28 9 48 13136 68 116 291 # 5:00 11 49 6 66 75 40 47 162 228 14 34 20 68 54139 85 153 381 # 5:15 19 49 9 77 80 39 39 158 235 44116 61 74440 91 152 387 # 5:30 0 0 0 00 00 # 5:45 0 0 0 00 00 # 4:30-5:30 66 166 25 257 256 135 139 530 787 34 134 56 224 18 151 157 326 550 1337 PHF 0.87 0.85 0.69 0.83 0.8 0.84 0.74 0.82 0.84 0.61 0.82 0.7 0.82 0.64 0.86 0.93 0.9 0.9 0.86 9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 4/5/2014-4/2/2014 Observer: Sue Day: Saturday/Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Kechter/Evening Primrose S = straight L = left turn Time Northbound: Evening Primros Southbound: Total Eastbound: Kechter Westbound: Kechter Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 11:30 3250 5 2 2 0 0 27 11:45 4040 4 4 4 0 0 48 12:00 4040 4 2 2 0 0 26 12:15 3250 5 0 0 0 0 05 # 12:30 3030 3 1 1 0 0 14 # 12:45 1120 2 0 0 0 0 02 # 1:00 1010 1 1 1 0 0 12 # 1:15 2020 2 1 1 0 0 13 # 7:00-8:00 14 0 4 18 0 0 0 0 18 008 8 000 0 826 PHF 0.88 n/a 0.5 0.9 n/a n/a n/a n/a 0.9 n/a n/a 0.5 0.5 n/a n/a n/a n/a 0.5 0.81 4:00 0 0 0 00 00 4:15 0 0 0 00 00 4:30 7290 9 81 3 84 190 91 175 184 4:45 5160 6 82 5 87 284 86 173 179 # 5:00 9090 9 87 3 90 082 82 172 181 # 5:15 5380 8 84 8 92 586 91 183 191 # 5:30 0 0 0 00 00 # 5:45 0 0 0 00 00 # 4:30-5:30 26 0 6 32 0 0 0 0 32 0 334 19 353 8 342 0 350 703 735 PHF 0.72 n/a 0.5 0.89 n/a n/a n/a n/a 0.89 n/a 0.96 0.59 0.96 0.4 0.95 n/a 0.96 0.96 0.96 10 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 4/5/2014-4/3/2014 Observer: Carl Day: Saturday/Thursday Jurisdiction: Fort Collins R = right turn Intersection: Kechter/Lady Moon S = straight L = left turn Time Northbound: Lady Moon Southbound: Lady Moon Total Eastbound: Kechter Westbound: Kechter Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 11:30 16 3 11 30 131 5 35 34110 54 11 38 4 53 107 142 11:45 19 0 12 31 022 4 35 2346 42 5487 60 102 137 12:00 6213 21 352 10 31 33414 51 10 37 3 50 101 132 12:15 849 21 323 8 29 74122 70 5383 46 116 145 # 12:30 8210 20 526 13 33 33213 48 9304 43 91 124 # 12:45 17 1 7 25 134 8 33 43114 49 12 51 3 66 115 148 # 1:00 10 4 10 24 640 10 34 03412 46 9261 36 82 116 # 1:15 9211 22 323 8 30 33110 44 9333 45 89 119 # 7:00-8:00 49 9 45 103 7 12 8 27 130 15 150 52 217 31 161 17 209 426 556 PHF 0.64 0.56 0.87 0.83 0.58 0.6 0.67 0.68 0.93 0.54 0.91 0.59 0.78 0.7 0.84 0.61 0.87 0.92 0.96 4:00 0 0 0 00 00 4:15 0 0 0 00 00 4:30 13 6 7 26 568 19 45 74318 68 12 56 6 74 142 187 4:45 15 7 5 27 755 17 44 54116 62 21 46 9 76 138 182 # 5:00 14 8 11 33 11 9 5 25 58 34911 63 17 41 10 68 131 189 # 5:15 12 7 9 28 10 6 4 20 48 54210 57 12 40 8 60 117 165 # 5:30 0 0 0 00 00 # 5:45 0 0 0 00 00 # 4:30-5:30 54 28 32 114 33 26 22 81 195 20 175 55 250 62 183 33 278 528 723 PHF 0.9 0.88 0.73 0.86 0.75 0.72 0.69 0.81 0.84 0.71 0.89 0.76 0.92 0.74 0.82 0.83 0.91 0.93 0.96 11 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 4/5/2014-4/3/2014 Observer: Carl Day: Saturday/Thursday Jurisdiction: Fort Collins R = right turn Intersection: Lady moon/Saber Cat S = straight L = left turn Time Northbound: Lady Moon Southbound: Lady Moon Total Eastbound: Saber Cat Westbound: Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 11:30 73 10 47 11 21 2130 324 11:45 27 9 40 4 13 2020 215 12:00 35 8 10 3 13 21 1010 122 12:15 410 14 62 8 22 0220 224 # 12:30 27 9 11 1 12 21 0220 223 # 12:45 26 8 70 7 15 0110 116 # 1:00 14 5 42 6 11 1670 718 # 1:15 26 8 51 6 14 1340 418 # 7:00-8:00 16 25 0 41 0 24 12 36 77 503 8 000 0 885 PHF 0.57 0.63 n/a 0.73 n/a 0.6 0.43 0.69 0.88 0.63 n/a 0.38 0.67 n/a n/a n/a n/a 0.67 0.89 4:00 0 0 0 00 00 4:15 0 0 0 00 00 4:30 14 10 24 13 1 14 38 41519 0 19 57 4:45 810 18 12 3 15 33 62026 0 26 59 # 5:00 13 7 20 96 15 35 41014 0 14 49 # 5:15 510 15 15 2 17 32 4711 0 11 43 # 5:30 0 0 0 00 00 # 5:45 0 0 0 00 00 # 4:30-5:30 40 37 0 77 0 49 12 61 138 18052 70 000 0 70 208 PHF 0.71 0.93 n/a 0.8 n/a 0.82 0.5 0.9 0.91 0.75 n/a 0.65 0.67 n/a n/a n/a n/a 0.67 0.88 12 APPENDIX C 13 HCM 2010 TWSC 1: Ziegler & Saber Cat Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 3 17 229 12 34 230 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 - - 250 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 19 260 14 39 261 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 606 267 0 0 274 0 Stage 1 267 - - - - - Stage 2 339 - - - - - 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 460 772 - - 1289 - Stage 1 778 - - - - - Stage 2 722 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 446 772 - - 1289 - Mov Cap-2 Maneuver 538 - - - - - Stage 1 778 - - - - - Stage 2 700 - - - - - Approach WB NB SB HCM Control Delay, s 10.1 0 1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 538 772 1289 - HCM Lane V/C Ratio - - 0.006 0.025 0.03 - HCM Control Delay (s) - - 11.7 9.8 7.9 - HCM Lane LOS - - B A A - HCM 95th %tile Q(veh) - - 0 0.1 0.1 - 14 Lanes and Geometrics 1: Ziegler & Saber Cat Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 1 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) 0 100 0 250 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.993 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1850 0 1770 1863 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1850 0 1770 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 563 700 353 Travel Time (s) 12.8 15.9 8.0 Intersection Summary Area Type: Other 15 HCM 2010 TWSC 1: Ziegler & Saber Cat Recent PM 4/30/2014 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 1.6 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 27 77 341 21 46 502 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 - - 250 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 28 80 355 22 48 523 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 985 366 0 0 377 0 Stage 1 366 - - - - - Stage 2 619 - - - - - 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 275 679 - - 1181 - Stage 1 702 - - - - - Stage 2 537 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 264 679 - - 1181 - Mov Cap-2 Maneuver 387 - - - - - Stage 1 702 - - - - - Stage 2 515 - - - - - Approach WB NB SB HCM Control Delay, s 12 0 0.7 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 387 679 1181 - HCM Lane V/C Ratio - - 0.073 0.118 0.041 - HCM Control Delay (s) - - 15 11 8.2 - HCM Lane LOS - - C B A - HCM 95th %tile Q(veh) - - 0.2 0.4 0.1 - 16 Lanes and Geometrics 1: Ziegler & Saber Cat Recent PM 4/30/2014 Baseline Synchro 9 Light Report Page 1 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) 0 100 0 250 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.992 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1848 0 1770 1863 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1848 0 1770 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 563 700 353 Travel Time (s) 12.8 15.9 8.0 Intersection Summary Area Type: Other 17 HCM 2010 TWSC 2: Ziegler & Sage Creek Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 14 5 4 227 504 25 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 15 5 4 239 531 26 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 791 544 557 0 - 0 Stage 1 544 - - - - - Stage 2 247 - - - - - 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 358 539 1014 - - - Stage 1 582 - - - - - Stage 2 794 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 357 539 1014 - - - Mov Cap-2 Maneuver 461 - - - - - Stage 1 582 - - - - - Stage 2 791 - - - - - Approach EB NB SB HCM Control Delay, s 12.8 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1014 - 479 - - HCM Lane V/C Ratio 0.004 - 0.042 - - HCM Control Delay (s) 8.6 - 12.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - 18 Lanes and Geometrics 2: Ziegler & Sage Creek Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 3 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 0 100 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.966 0.994 Flt Protected 0.964 0.950 Satd. Flow (prot) 1735 0 1770 1863 1852 0 Flt Permitted 0.964 0.950 Satd. Flow (perm) 1735 0 1770 1863 1852 0 Link Speed (mph) 30 30 30 Link Distance (ft) 460 528 700 Travel Time (s) 10.5 12.0 15.9 Intersection Summary Area Type: Other 19 HCM 2010 TWSC 2: Ziegler & Sage Creek Recent PM 4/30/2014 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 16 2 6 346 504 25 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 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 17 2 6 372 542 27 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 940 555 569 0 - 0 Stage 1 555 - - - - - Stage 2 385 - - - - - 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 293 531 1003 - - - Stage 1 575 - - - - - Stage 2 688 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 291 531 1003 - - - Mov Cap-2 Maneuver 416 - - - - - Stage 1 575 - - - - - Stage 2 684 - - - - - Approach EB NB SB HCM Control Delay, s 13.9 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1003 - 426 - - HCM Lane V/C Ratio 0.006 - 0.045 - - HCM Control Delay (s) 8.6 - 13.9 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - 20 Lanes and Geometrics 2: Ziegler & Sage Creek Recent PM 4/30/2014 Baseline Synchro 9 Light Report Page 3 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 0 100 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.986 0.994 Flt Protected 0.957 0.950 Satd. Flow (prot) 1758 0 1770 1863 1852 0 Flt Permitted 0.957 0.950 Satd. Flow (perm) 1758 0 1770 1863 1852 0 Link Speed (mph) 30 30 30 Link Distance (ft) 460 528 700 Travel Time (s) 10.5 12.0 15.9 Intersection Summary Area Type: Other 21 HCM 2010 Roundabout 3: Ziegler & Kechter Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 6 Intersection Intersection Delay, s/veh 6.1 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 153 247 135 246 Demand Flow Rate, veh/h 157 252 138 251 Vehicles Circulating, veh/h 210 148 261 148 Vehicles Exiting, veh/h 189 251 106 252 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 5.7 6.4 5.8 6.4 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 157 252 138 251 Cap Entry Lane, veh/h 916 974 870 974 Entry HV Adj Factor 0.975 0.979 0.980 0.979 Flow Entry, veh/h 153 247 135 246 Cap Entry, veh/h 893 954 853 954 V/C Ratio 0.171 0.259 0.159 0.258 Control Delay, s/veh 5.7 6.4 5.8 6.4 LOSAAAA 95th %tile Queue, veh 1111 22 Lanes and Geometrics 3: Ziegler & Kechter Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 5 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 0.973 0.928 0.980 0.975 Flt Protected 0.991 0.999 0.989 0.974 Satd. Flow (prot) 0 1796 0 0 1727 0 0 1805 0 0 1769 0 Flt Permitted 0.991 0.999 0.989 0.974 Satd. Flow (perm) 0 1796 0 0 1727 0 0 1805 0 0 1769 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 392 535 507 528 Travel Time (s) 8.9 12.2 11.5 12.0 Intersection Summary Area Type: Other 23 HCM 2010 Roundabout 3: Ziegler & Kechter Recent PM 4/30/2014 Baseline Synchro 9 Light Report Page 6 Intersection Intersection Delay, s/veh 13.2 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 220 384 290 595 Demand Flow Rate, veh/h 224 392 296 606 Vehicles Circulating, veh/h 458 315 430 283 Vehicles Exiting, veh/h 431 411 252 424 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 9.0 10.8 10.3 17.8 Approach LOS A B B C Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 224 392 296 606 Cap Entry Lane, veh/h 715 825 735 851 Entry HV Adj Factor 0.981 0.981 0.980 0.981 Flow Entry, veh/h 220 384 290 595 Cap Entry, veh/h 701 809 721 836 V/C Ratio 0.313 0.475 0.403 0.712 Control Delay, s/veh 9.0 10.8 10.3 17.8 LOS A B B C 95th %tile Queue, veh 1326 24 Lanes and Geometrics 3: Ziegler & Kechter Recent PM 4/30/2014 Baseline Synchro 9 Light Report Page 5 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 0.959 0.935 0.990 0.962 Flt Protected 0.991 0.997 0.987 0.978 Satd. Flow (prot) 0 1770 0 0 1736 0 0 1820 0 0 1753 0 Flt Permitted 0.991 0.997 0.987 0.978 Satd. Flow (perm) 0 1770 0 0 1736 0 0 1820 0 0 1753 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 392 535 507 528 Travel Time (s) 8.9 12.2 11.5 12.0 Intersection Summary Area Type: Other 25 HCM 2010 TWSC 4: Evening Primrose & Kechter Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 223 8 0 218 14 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 262 9 0 256 16 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 272 0 523 267 Stage 1 - - - - 267 - Stage 2 - - - - 256 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1291 - 514 772 Stage 1 - - - - 778 - Stage 2 - - - - 787 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1291 - 514 772 Mov Cap-2 Maneuver - - - - 514 - Stage 1 - - - - 778 - Stage 2 - - - - 787 - Approach EB WB NB HCM Control Delay, s 0 0 11.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 555 - - 1291 - HCM Lane V/C Ratio 0.038 ---- HCM Control Delay (s) 11.7 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - 26 Lanes and Geometrics 4: Evening Primrose & Kechter Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 8 Lane Group EBT EBR WBL WBT NBL NBR 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) 0 100 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.996 0.968 Flt Protected 0.963 Satd. Flow (prot) 1855 0 1863 1863 1736 0 Flt Permitted 0.963 Satd. Flow (perm) 1855 0 1863 1863 1736 0 Link Speed (mph) 30 30 30 Link Distance (ft) 535 1269 509 Travel Time (s) 12.2 28.8 11.6 Intersection Summary Area Type: Other 27 HCM 2010 TWSC 4: Evening Primrose & Kechter Recent PM 4/30/2014 Baseline Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 325 19 8 300 26 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 339 20 8 312 27 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 358 0 677 348 Stage 1 - - - - 348 - Stage 2 - - - - 329 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1201 - 418 695 Stage 1 - - - - 715 - Stage 2 - - - - 729 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1201 - 415 695 Mov Cap-2 Maneuver - - - - 415 - Stage 1 - - - - 715 - Stage 2 - - - - 724 - Approach EB WB NB HCM Control Delay, s 0 0.2 13.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 449 - - 1201 - HCM Lane V/C Ratio 0.074 - - 0.007 - HCM Control Delay (s) 13.7 - - 8 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - 28 Lanes and Geometrics 4: Evening Primrose & Kechter Recent PM 4/30/2014 Baseline Synchro 9 Light Report Page 8 Lane Group EBT EBR WBL WBT NBL NBR 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) 0 100 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.992 0.975 Flt Protected 0.950 0.961 Satd. Flow (prot) 1848 0 1770 1863 1745 0 Flt Permitted 0.950 0.961 Satd. Flow (perm) 1848 0 1770 1863 1745 0 Link Speed (mph) 30 30 30 Link Distance (ft) 535 1269 509 Travel Time (s) 12.2 28.8 11.6 Intersection Summary Area Type: Other 29 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 16 157 54 31 161 17 49 9 45 7 12 8 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 17 164 26 32 168 12 51 9 17 7 12 3 Adj No. of Lanes 111110110110 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 632 900 765 635 831 59 647 222 419 635 552 138 Arrive On Green 0.48 0.48 0.48 0.48 0.48 0.48 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 1199 1863 1583 1188 1718 123 1393 578 1092 1379 1439 360 Grp Volume(v), veh/h 17 164 26 32 0 180 51 0 26 7 0 15 Grp Sat Flow(s),veh/h/ln 1199 1863 1583 1188 0 1841 1393 0 1670 1379 0 1799 Q Serve(g_s), s 0.5 3.0 0.5 0.9 0.0 3.4 1.4 0.0 0.6 0.2 0.0 0.3 Cycle Q Clear(g_c), s 3.9 3.0 0.5 3.9 0.0 3.4 1.7 0.0 0.6 0.8 0.0 0.3 Prop In Lane 1.00 1.00 1.00 0.07 1.00 0.65 1.00 0.20 Lane Grp Cap(c), veh/h 632 900 765 635 0 890 647 0 640 635 0 690 V/C Ratio(X) 0.03 0.18 0.03 0.05 0.00 0.20 0.08 0.00 0.04 0.01 0.00 0.02 Avail Cap(c_a), veh/h 632 900 765 635 0 890 647 0 640 635 0 690 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 10.0 8.8 8.1 9.9 0.0 8.9 12.0 0.0 11.6 11.8 0.0 11.5 Incr Delay (d2), s/veh 0.1 0.4 0.1 0.2 0.0 0.5 0.2 0.0 0.1 0.0 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 1.6 0.2 0.3 0.0 1.8 0.6 0.0 0.3 0.1 0.0 0.2 LnGrp Delay(d),s/veh 10.1 9.2 8.2 10.0 0.0 9.4 12.3 0.0 11.7 11.9 0.0 11.6 LnGrp LOS BAAB AB BB B Approach Vol, veh/h 207 212 77 22 Approach Delay, s/veh 9.2 9.5 12.1 11.7 Approach LOS AABB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 27.0 33.0 27.0 33.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 23.0 29.0 23.0 29.0 Max Q Clear Time (g_c+I1), s 3.7 5.9 2.8 5.9 Green Ext Time (p_c), s 0.3 2.2 0.3 2.2 Intersection Summary HCM 2010 Ctrl Delay 9.8 HCM 2010 LOS A 30 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 13 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 27 33 27 33 Maximum Split (%) 45.0% 55.0% 45.0% 55.0% Minimum Split (s) 20 20 20 20 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 Minimum Initial (s) 4444 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 27 0 27 End Time (s) 27 0 27 0 Yield/Force Off (s) 23 56 23 56 Yield/Force Off 170(s) 12 45 12 45 Local Start Time (s) 0 27 0 27 Local Yield (s) 23 56 23 56 Local Yield 170(s) 12 45 12 45 Intersection Summary Cycle Length 60 Control Type Pretimed Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 5: Lady Moon & Kechter 31 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Recent PM 4/30/2014 Baseline Synchro 9 Light Report Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 26 232 73 62 218 33 64 28 32 33 26 26 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 27 242 34 65 227 25 67 29 12 34 27 9 Adj No. of Lanes 111110110110 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 570 900 765 566 797 88 627 480 199 622 513 171 Arrive On Green 0.48 0.48 0.48 0.48 0.48 0.48 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 1123 1863 1583 1099 1649 182 1367 1253 518 1360 1338 446 Grp Volume(v), veh/h 27 242 34 65 0 252 67 0 41 34 0 36 Grp Sat Flow(s),veh/h/ln 1123 1863 1583 1099 0 1831 1367 0 1771 1360 0 1784 Q Serve(g_s), s 0.9 4.6 0.7 2.2 0.0 4.9 1.9 0.0 0.9 1.0 0.0 0.8 Cycle Q Clear(g_c), s 5.8 4.6 0.7 6.9 0.0 4.9 2.7 0.0 0.9 1.8 0.0 0.8 Prop In Lane 1.00 1.00 1.00 0.10 1.00 0.29 1.00 0.25 Lane Grp Cap(c), veh/h 570 900 765 566 0 885 627 0 679 622 0 684 V/C Ratio(X) 0.05 0.27 0.04 0.11 0.00 0.28 0.11 0.00 0.06 0.05 0.00 0.05 Avail Cap(c_a), veh/h 570 900 765 566 0 885 627 0 679 622 0 684 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 11.0 9.2 8.2 11.2 0.0 9.3 12.5 0.0 11.7 12.3 0.0 11.6 Incr Delay (d2), s/veh 0.2 0.7 0.1 0.4 0.0 0.8 0.3 0.0 0.2 0.2 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 2.5 0.3 0.7 0.0 2.6 0.8 0.0 0.5 0.4 0.0 0.4 LnGrp Delay(d),s/veh 11.2 9.9 8.3 11.7 0.0 10.1 12.8 0.0 11.8 12.4 0.0 11.8 LnGrp LOS BAAB BB BB B Approach Vol, veh/h 303 317 108 70 Approach Delay, s/veh 9.9 10.4 12.5 12.1 Approach LOS ABBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 27.0 33.0 27.0 33.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 23.0 29.0 23.0 29.0 Max Q Clear Time (g_c+I1), s 4.7 7.8 3.8 8.9 Green Ext Time (p_c), s 0.6 3.4 0.6 3.4 Intersection Summary HCM 2010 Ctrl Delay 10.6 HCM 2010 LOS B 32 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Recent PM 4/30/2014 Baseline Synchro 9 Light Report Page 13 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 27 33 27 33 Maximum Split (%) 45.0% 55.0% 45.0% 55.0% Minimum Split (s) 20 20 20 20 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 Minimum Initial (s) 4444 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 27 0 27 End Time (s) 27 0 27 0 Yield/Force Off (s) 23 56 23 56 Yield/Force Off 170(s) 12 45 12 45 Local Start Time (s) 0 27 0 27 Local Yield (s) 23 56 23 56 Local Yield 170(s) 12 45 12 45 Intersection Summary Cycle Length 60 Control Type Pretimed Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 5: Lady Moon & Kechter 33 HCM 2010 TWSC 6: Lady Moon & Saber Cat Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 15 Intersection Int Delay, s/veh 2.2 Movement SEL SER NEL NET SWT SWR Vol, veh/h 5 3 16 26 24 12 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 3 18 29 27 13 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 92 27 27 0 - 0 Stage 1 27 - - - - - Stage 2 65 - - - - - 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 908 1048 1587 - - - Stage 1 996 - - - - - Stage 2 958 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 897 1048 1587 - - - Mov Cap-2 Maneuver 897 - - - - - Stage 1 996 - - - - - Stage 2 947 - - - - - Approach SE NE SW HCM Control Delay, s 8.8 2.8 0 HCM LOS A Minor Lane/Major Mvmt NEL NET SELn1 SELn2 SWT SWR Capacity (veh/h) 1587 - 897 1048 - - HCM Lane V/C Ratio 0.011 - 0.006 0.003 - - HCM Control Delay (s) 7.3 0 9 8.4 - - HCM Lane LOS AAAA-- HCM 95th %tile Q(veh) 0 - 0 0 - - 34 Lanes and Geometrics 6: Lady Moon & Saber Cat Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 14 Lane Group SEL SER NEL NET SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 250 150 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.981 Satd. Flow (prot) 1770 1583 0 1827 1863 1583 Flt Permitted 0.950 0.981 Satd. Flow (perm) 1770 1583 0 1827 1863 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 571 316 485 Travel Time (s) 13.0 7.2 11.0 Intersection Summary Area Type: Other 35 HCM 2010 TWSC 6: Lady Moon & Saber Cat Recent PM 4/30/2014 Baseline Synchro 9 Light Report Page 15 Intersection Int Delay, s/veh 4.4 Movement SEL SER NEL NET SWT SWR Vol, veh/h 18 44 45 42 41 12 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 20 50 51 48 47 14 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 197 47 47 0 - 0 Stage 1 47 - - - - - Stage 2 150 - - - - - 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 792 1022 1560 - - - Stage 1 975 - - - - - Stage 2 878 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 765 1022 1560 - - - Mov Cap-2 Maneuver 765 - - - - - Stage 1 975 - - - - - Stage 2 848 - - - - - Approach SE NE SW HCM Control Delay, s 9 3.8 0 HCM LOS A Minor Lane/Major Mvmt NEL NET SELn1 SELn2 SWT SWR Capacity (veh/h) 1560 - 765 1022 - - HCM Lane V/C Ratio 0.033 - 0.027 0.049 - - HCM Control Delay (s) 7.4 0 9.8 8.7 - - HCM Lane LOS AAAA-- HCM 95th %tile Q(veh) 0.1 - 0.1 0.2 - - 36 Lanes and Geometrics 6: Lady Moon & Saber Cat Recent PM 4/30/2014 Baseline Synchro 9 Light Report Page 14 Lane Group SEL SER NEL NET SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 250 150 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.975 Satd. Flow (prot) 1770 1583 0 1816 1863 1583 Flt Permitted 0.950 0.975 Satd. Flow (perm) 1770 1583 0 1816 1863 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 571 316 485 Travel Time (s) 13.0 7.2 11.0 Intersection Summary Area Type: Other 37 UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 38 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Intersection type Land Use (from structure plan) Commercial corridors Other corridors within: Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) D E* D D Any Leg E E D E Any Movement E E D E Stop sign control (arterial/arterial, arterial/collector or local- any approach leg) N/A F** F** E Stop sign control (collector/local--any approach leg) N/A C C C * mitigating measures required ** considered normal in an urban environment 39 APPENDIX D 40 HCM 2010 TWSC 1: Ziegler & Saber Cat Short Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 7 4 10 3 3 17 15 246 12 34 253 10 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 150 - - 150 - - 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 5 11 3 3 19 17 280 14 39 288 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 702 697 293 698 696 286 299 0 0 293 0 0 Stage 1 370 370 - 320 320 - - - - - - - Stage 2 332 327 - 378 376 - - - - - - - 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 353 365 746 355 365 753 1262 - - 1269 - - Stage 1 650 620 - 692 652 - - - - - - - Stage 2 681 648 - 644 616 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 330 349 746 335 349 753 1262 - - 1269 - - Mov Cap-2 Maneuver 330 349 - 335 349 - - - - - - - Stage 1 641 601 - 683 643 - - - - - - - Stage 2 651 639 - 610 597 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.1 11.5 0.4 0.9 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1262 - - 330 563 335 642 1269 - - HCM Lane V/C Ratio 0.014 - - 0.024 0.028 0.01 0.035 0.03 - - HCM Control Delay (s) 7.9 - - 16.2 11.6 15.9 10.8 7.9 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 0.1 0.1 - - 41 Lanes and Geometrics 1: Ziegler & Saber Cat Short Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 0 250 0 Storage Lanes 1 0 1 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 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.897 0.870 0.993 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1671 0 1770 1621 0 1770 1850 0 1770 1852 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1671 0 1770 1621 0 1770 1850 0 1770 1852 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 494 563 700 353 Travel Time (s) 11.2 12.8 15.9 8.0 Intersection Summary Area Type: Other 42 HCM 2010 TWSC 1: Ziegler & County Fair/Saber Cat Short Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 7 6 19 27 4 77 20 378 21 46 581 29 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 150 - - 150 - - 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 7 6 20 28 4 80 21 394 22 48 605 30 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1205 1173 620 1175 1177 405 635 0 0 416 0 0 Stage 1 716 716 - 446 446 - - - - - - - Stage 2 489 457 - 729 731 - - - - - - - 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 161 192 488 168 191 646 948 - - 1143 - - Stage 1 421 434 - 591 574 - - - - - - - Stage 2 561 568 - 414 427 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 132 180 488 149 179 646 948 - - 1143 - - Mov Cap-2 Maneuver 132 180 - 149 179 - - - - - - - Stage 1 412 416 - 578 561 - - - - - - - Stage 2 477 555 - 375 409 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 20.2 18 0.4 0.6 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 948 - - 132 346 149 572 1143 - - HCM Lane V/C Ratio 0.022 - - 0.055 0.075 0.189 0.148 0.042 - - HCM Control Delay (s) 8.9 - - 33.9 16.3 34.7 12.4 8.3 - - HCM Lane LOS A - - D C D B A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.2 0.7 0.5 0.1 - - 43 Lanes and Geometrics 1: Ziegler & County Fair/Saber Cat Short Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 0 250 0 Storage Lanes 1 0 1 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 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.885 0.857 0.992 0.993 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1649 0 1770 1596 0 1770 1848 0 1770 1850 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1649 0 1770 1596 0 1770 1848 0 1770 1850 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 277 563 700 353 Travel Time (s) 6.3 12.8 15.9 8.0 Intersection Summary Area Type: Other 44 HCM 2010 TWSC 2: Ziegler & Sage Creek Short Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 14 5 4 259 259 25 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 15 5 4 273 273 26 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 567 286 299 0 - 0 Stage 1 286 - - - - - Stage 2 281 - - - - - 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 485 753 1262 - - - Stage 1 763 - - - - - Stage 2 767 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 483 753 1262 - - - Mov Cap-2 Maneuver 569 - - - - - Stage 1 763 - - - - - Stage 2 765 - - - - - Approach EB NB SB HCM Control Delay, s 11.1 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1262 - 608 - - HCM Lane V/C Ratio 0.003 - 0.033 - - HCM Control Delay (s) 7.9 - 11.1 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - 45 Lanes and Geometrics 2: Ziegler & Sage Creek Short Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 3 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 0 100 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.966 0.988 Flt Protected 0.964 0.950 Satd. Flow (prot) 1735 0 1770 1863 1840 0 Flt Permitted 0.964 0.950 Satd. Flow (perm) 1735 0 1770 1863 1840 0 Link Speed (mph) 30 30 30 Link Distance (ft) 460 528 700 Travel Time (s) 10.5 12.0 15.9 Intersection Summary Area Type: Other 46 HCM 2010 TWSC 2: Ziegler & Sage Creek Short Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 16 2 6 403 602 25 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 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 17 2 6 433 647 27 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1107 661 674 0 - 0 Stage 1 661 - - - - - Stage 2 446 - - - - - 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 233 462 917 - - - Stage 1 514 - - - - - Stage 2 645 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 231 462 917 - - - Mov Cap-2 Maneuver 364 - - - - - Stage 1 514 - - - - - Stage 2 641 - - - - - Approach EB NB SB HCM Control Delay, s 15.2 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 917 - 373 - - HCM Lane V/C Ratio 0.007 - 0.052 - - HCM Control Delay (s) 9 - 15.2 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.2 - - 47 Lanes and Geometrics 2: Ziegler & Sage Creek Short Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 3 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 0 100 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.986 0.995 Flt Protected 0.957 0.950 Satd. Flow (prot) 1758 0 1770 1863 1853 0 Flt Permitted 0.957 0.950 Satd. Flow (perm) 1758 0 1770 1863 1853 0 Link Speed (mph) 30 30 30 Link Distance (ft) 460 528 700 Travel Time (s) 10.5 12.0 15.9 Intersection Summary Area Type: Other 48 HCM 2010 Roundabout 3: Ziegler & Kechter Short Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 6 Intersection Intersection Delay, s/veh 6.7 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 173 280 154 281 Demand Flow Rate, veh/h 177 285 157 287 Vehicles Circulating, veh/h 241 168 296 167 Vehicles Exiting, veh/h 213 285 122 286 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.2 7.0 6.3 7.0 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 177 285 157 287 Cap Entry Lane, veh/h 888 955 840 956 Entry HV Adj Factor 0.977 0.981 0.981 0.981 Flow Entry, veh/h 173 280 154 281 Cap Entry, veh/h 867 937 825 938 V/C Ratio 0.199 0.298 0.187 0.300 Control Delay, s/veh 6.2 7.0 6.3 7.0 LOSAAAA 95th %tile Queue, veh 1111 49 Lanes and Geometrics 3: Ziegler & Kechter Short Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 5 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 0.973 0.928 0.980 0.975 Flt Protected 0.991 0.999 0.989 0.974 Satd. Flow (prot) 0 1796 0 0 1727 0 0 1805 0 0 1769 0 Flt Permitted 0.991 0.999 0.989 0.974 Satd. Flow (perm) 0 1796 0 0 1727 0 0 1805 0 0 1769 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 392 535 507 528 Travel Time (s) 8.9 12.2 11.5 12.0 Intersection Summary Area Type: Other 50 Lanes and Geometrics 3: Ziegler & Kechter Short Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 5 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 0.978 0.937 0.971 0.977 Flt Protected 0.989 0.990 0.992 0.978 Satd. Flow (prot) 0 1802 0 0 1728 0 0 1794 0 0 1780 0 Flt Permitted 0.989 0.990 0.992 0.978 Satd. Flow (perm) 0 1802 0 0 1728 0 0 1794 0 0 1780 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 392 535 507 528 Travel Time (s) 8.9 12.2 11.5 12.0 Intersection Summary Area Type: Other 51 HCM 2010 TWSC 4: Evening Primrose & Kechter Short Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 256 8 1 250 14 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 301 9 1 294 16 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 311 0 602 306 Stage 1 - - - - 306 - Stage 2 - - - - 296 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1249 - 463 734 Stage 1 - - - - 747 - Stage 2 - - - - 755 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1249 - 463 734 Mov Cap-2 Maneuver - - - - 463 - Stage 1 - - - - 747 - Stage 2 - - - - 754 - Approach EB WB NB HCM Control Delay, s 0 0 12.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 504 - - 1249 - HCM Lane V/C Ratio 0.042 - - 0.001 - HCM Control Delay (s) 12.5 - - 7.9 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - 52 Lanes and Geometrics 4: Evening Primrose & Kechter Short Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 8 Lane Group EBT EBR WBL WBT NBL NBR 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) 0 100 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.996 0.968 Flt Protected 0.950 0.963 Satd. Flow (prot) 1855 0 1770 1863 1736 0 Flt Permitted 0.950 0.963 Satd. Flow (perm) 1855 0 1770 1863 1736 0 Link Speed (mph) 30 30 30 Link Distance (ft) 535 1269 509 Travel Time (s) 12.2 28.8 11.6 Intersection Summary Area Type: Other 53 HCM 2010 TWSC 4: Evening Primrose & Kechter Short Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 412 19 8 326 26 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 429 20 8 340 27 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 449 0 795 439 Stage 1 - - - - 439 - Stage 2 - - - - 356 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1111 - 357 618 Stage 1 - - - - 650 - Stage 2 - - - - 709 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1111 - 354 618 Mov Cap-2 Maneuver - - - - 354 - Stage 1 - - - - 650 - Stage 2 - - - - 704 - Approach EB WB NB HCM Control Delay, s 0 0.2 15.2 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 385 - - 1111 - HCM Lane V/C Ratio 0.087 - - 0.008 - HCM Control Delay (s) 15.2 - - 8.3 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.3 - - 0 - 54 Lanes and Geometrics 4: Evening Primrose & Kechter Short Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 7 Lane Group EBT EBR WBL WBT NBL NBR 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) 0 100 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.994 0.975 Flt Protected 0.950 0.961 Satd. Flow (prot) 1852 0 1770 1863 1745 0 Flt Permitted 0.950 0.961 Satd. Flow (perm) 1852 0 1770 1863 1745 0 Link Speed (mph) 30 30 30 Link Distance (ft) 535 1269 509 Travel Time (s) 12.2 28.8 11.6 Intersection Summary Area Type: Other 55 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Short Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 17 185 58 58 188 18 53 15 74 8 18 9 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 18 193 28 60 196 13 55 16 27 8 19 3 Adj No. of Lanes 111110110110 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 607 900 765 609 835 55 640 239 404 619 602 95 Arrive On Green 0.48 0.48 0.48 0.48 0.48 0.48 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 1168 1863 1583 1155 1728 115 1384 624 1053 1358 1571 248 Grp Volume(v), veh/h 18 193 28 60 0 209 55 0 43 8 0 22 Grp Sat Flow(s),veh/h/ln 1168 1863 1583 1155 0 1843 1384 0 1677 1358 0 1819 Q Serve(g_s), s 0.5 3.6 0.6 1.9 0.0 4.0 1.5 0.0 1.0 0.2 0.0 0.5 Cycle Q Clear(g_c), s 4.5 3.6 0.6 5.5 0.0 4.0 2.0 0.0 1.0 1.2 0.0 0.5 Prop In Lane 1.00 1.00 1.00 0.06 1.00 0.63 1.00 0.14 Lane Grp Cap(c), veh/h 607 900 765 609 0 891 640 0 643 619 0 697 V/C Ratio(X) 0.03 0.21 0.04 0.10 0.00 0.23 0.09 0.00 0.07 0.01 0.00 0.03 Avail Cap(c_a), veh/h 607 900 765 609 0 891 640 0 643 619 0 697 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 10.3 8.9 8.2 10.5 0.0 9.0 12.2 0.0 11.7 12.1 0.0 11.5 Incr Delay (d2), s/veh 0.1 0.5 0.1 0.3 0.0 0.6 0.3 0.0 0.2 0.0 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 2.0 0.3 0.7 0.0 2.1 0.6 0.0 0.5 0.1 0.0 0.2 LnGrp Delay(d),s/veh 10.4 9.5 8.2 10.8 0.0 9.7 12.4 0.0 11.9 12.1 0.0 11.6 LnGrp LOS BAAB AB BB B Approach Vol, veh/h 239 269 98 30 Approach Delay, s/veh 9.4 9.9 12.2 11.8 Approach LOS AABB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 27.0 33.0 27.0 33.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 23.0 29.0 23.0 29.0 Max Q Clear Time (g_c+I1), s 4.0 6.5 3.2 7.5 Green Ext Time (p_c), s 0.4 2.8 0.4 2.7 Intersection Summary HCM 2010 Ctrl Delay 10.2 HCM 2010 LOS B 56 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Short Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 13 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 27 33 27 33 Maximum Split (%) 45.0% 55.0% 45.0% 55.0% Minimum Split (s) 20 20 20 20 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 Minimum Initial (s) 4444 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 27 0 27 End Time (s) 27 0 27 0 Yield/Force Off (s) 23 56 23 56 Yield/Force Off 170(s) 12 45 12 45 Local Start Time (s) 0 27 0 27 Local Yield (s) 23 56 23 56 Local Yield 170(s) 12 45 12 45 Intersection Summary Cycle Length 60 Control Type Pretimed Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 5: Lady Moon & Kechter 57 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Short Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 28 311 79 97 229 36 69 40 65 36 38 28 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 33 366 40 114 269 31 81 47 18 42 45 8 Adj No. of Lanes 111110110110 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 573 962 818 509 848 98 565 449 172 553 539 96 Arrive On Green 0.52 0.52 0.52 0.52 0.52 0.52 0.35 0.35 0.35 0.35 0.35 0.35 Sat Flow, veh/h 1075 1863 1583 975 1640 189 1346 1284 492 1331 1541 274 Grp Volume(v), veh/h 33 366 40 114 0 300 81 0 65 42 0 53 Grp Sat Flow(s),veh/h/ln 1075 1863 1583 975 0 1829 1346 0 1776 1331 0 1814 Q Serve(g_s), s 1.1 7.1 0.8 4.8 0.0 5.7 2.6 0.0 1.5 1.3 0.0 1.2 Cycle Q Clear(g_c), s 6.8 7.1 0.8 11.9 0.0 5.7 3.7 0.0 1.5 2.8 0.0 1.2 Prop In Lane 1.00 1.00 1.00 0.10 1.00 0.28 1.00 0.15 Lane Grp Cap(c), veh/h 573 962 818 509 0 945 565 0 622 553 0 635 V/C Ratio(X) 0.06 0.38 0.05 0.22 0.00 0.32 0.14 0.00 0.10 0.08 0.00 0.08 Avail Cap(c_a), veh/h 573 962 818 509 0 945 565 0 622 553 0 635 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 10.3 8.7 7.2 12.3 0.0 8.4 14.3 0.0 13.2 14.1 0.0 13.1 Incr Delay (d2), s/veh 0.2 1.1 0.1 1.0 0.0 0.9 0.5 0.0 0.3 0.3 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 3.9 0.3 1.4 0.0 3.1 1.0 0.0 0.8 0.5 0.0 0.6 LnGrp Delay(d),s/veh 10.5 9.9 7.3 13.3 0.0 9.3 14.8 0.0 13.5 14.4 0.0 13.3 LnGrp LOS BAAB AB BB B Approach Vol, veh/h 439 414 146 95 Approach Delay, s/veh 9.7 10.4 14.2 13.8 Approach LOS ABBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 25.0 35.0 25.0 35.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 21.0 31.0 21.0 31.0 Max Q Clear Time (g_c+I1), s 5.7 9.1 4.8 13.9 Green Ext Time (p_c), s 0.8 5.1 0.9 4.7 Intersection Summary HCM 2010 Ctrl Delay 10.9 HCM 2010 LOS B 58 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Short Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 12 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 25 35 25 35 Maximum Split (%) 41.7% 58.3% 41.7% 58.3% Minimum Split (s) 20 20 20 20 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 Minimum Initial (s) 4444 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 25 0 25 End Time (s) 25 0 25 0 Yield/Force Off (s) 21 56 21 56 Yield/Force Off 170(s) 10 45 10 45 Local Start Time (s) 0 25 0 25 Local Yield (s) 21 56 21 56 Local Yield 170(s) 10 45 10 45 Intersection Summary Cycle Length 60 Control Type Pretimed Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 5: Lady Moon & Kechter 59 HCM 2010 TWSC 6: Lady Moon & Saber Cat Short Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 15 Intersection Int Delay, s/veh 1.9 Movement SEL SER NEL NET SWT SWR Vol, veh/h 5 3 17 33 32 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 3 19 37 36 15 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 111 36 36 0 - 0 Stage 1 36 - - - - - Stage 2 75 - - - - - 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 886 1037 1575 - - - Stage 1 986 - - - - - Stage 2 948 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 875 1037 1575 - - - Mov Cap-2 Maneuver 875 - - - - - Stage 1 986 - - - - - Stage 2 937 - - - - - Approach SE NE SW HCM Control Delay, s 8.9 2.5 0 HCM LOS A Minor Lane/Major Mvmt NEL NET SELn1 SELn2 SWT SWR Capacity (veh/h) 1575 - 875 1037 - - HCM Lane V/C Ratio 0.012 - 0.006 0.003 - - HCM Control Delay (s) 7.3 0 9.1 8.5 - - HCM Lane LOS AAAA-- HCM 95th %tile Q(veh) 0 - 0 0 - - 60 Lanes and Geometrics 6: Lady Moon & Saber Cat Short Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 14 Lane Group SEL SER NEL NET SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 250 150 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.983 Satd. Flow (prot) 1770 1583 0 1831 1863 1583 Flt Permitted 0.950 0.983 Satd. Flow (perm) 1770 1583 0 1831 1863 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 571 316 485 Travel Time (s) 13.0 7.2 11.0 Intersection Summary Area Type: Other 61 HCM 2010 TWSC 6: Lady Moon & Saber Cat Short Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 14 Intersection Int Delay, s/veh 4.1 Movement SEL SER NEL NET SWT SWR Vol, veh/h 19 48 49 55 54 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 22 55 56 62 61 15 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 235 61 61 0 - 0 Stage 1 61 - - - - - Stage 2 174 - - - - - 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 753 1004 1542 - - - Stage 1 962 - - - - - Stage 2 856 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 724 1004 1542 - - - Mov Cap-2 Maneuver 724 - - - - - Stage 1 962 - - - - - Stage 2 823 - - - - - Approach SE NE SW HCM Control Delay, s 9.2 3.5 0 HCM LOS A Minor Lane/Major Mvmt NEL NET SELn1 SELn2 SWT SWR Capacity (veh/h) 1542 - 724 1004 - - HCM Lane V/C Ratio 0.036 - 0.03 0.054 - - HCM Control Delay (s) 7.4 0 10.1 8.8 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.1 - 0.1 0.2 - - 62 Lanes and Geometrics 6: Lady Moon & Saber Cat Short Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 13 Lane Group SEL SER NEL NET SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 250 150 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.977 Satd. Flow (prot) 1770 1583 0 1820 1863 1583 Flt Permitted 0.950 0.977 Satd. Flow (perm) 1770 1583 0 1820 1863 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 571 316 485 Travel Time (s) 13.0 7.2 11.0 Intersection Summary Area Type: Other 63 APPENDIX E 64 HCM 2010 TWSC 1: Ziegler & Saber Cat Long Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 20 5 20 5 5 20 25 275 15 40 285 30 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 150 - - 150 - - 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 5 21 5 5 21 26 289 16 42 300 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 763 758 316 763 766 297 332 0 0 305 0 0 Stage 1 400 400 - 350 350 - - - - - - - Stage 2 363 358 - 413 416 - - - - - - - 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 321 336 724 321 333 742 1227 - - 1256 - - Stage 1 626 602 - 666 633 - - - - - - - Stage 2 656 628 - 616 592 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 295 318 724 295 315 742 1227 - - 1256 - - Mov Cap-2 Maneuver 295 318 - 295 315 - - - - - - - Stage 1 613 582 - 652 620 - - - - - - - Stage 2 619 615 - 573 572 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.4 12.5 0.6 0.9 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1227 - - 295 577 295 584 1256 - - HCM Lane V/C Ratio 0.021 - - 0.071 0.046 0.018 0.045 0.034 - - HCM Control Delay (s) 8 - - 18.1 11.5 17.4 11.5 8 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.1 0.1 0.1 0.1 - - 65 Lanes and Geometrics 1: Ziegler & Saber Cat Long Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 0 250 0 Storage Lanes 1 0 1 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 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.879 0.879 0.992 0.986 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1637 0 1770 1637 0 1770 1848 0 1770 1837 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1637 0 1770 1637 0 1770 1848 0 1770 1837 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 494 563 700 353 Travel Time (s) 11.2 12.8 15.9 8.0 Intersection Summary Area Type: Other 66 HCM 2010 TWSC 1: Ziegler & County Fair/Saber Cat Long Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 30 10 30 30 5 90 25 445 25 55 690 40 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 150 - - 150 - - 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 31 10 31 31 5 94 26 464 26 57 719 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1432 1396 740 1404 1404 477 760 0 0 490 0 0 Stage 1 854 854 - 529 529 - - - - - - - Stage 2 578 542 - 875 875 - - - - - - - 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 112 141 417 117 140 588 852 - - 1073 - - Stage 1 353 375 - 533 527 - - - - - - - Stage 2 501 520 - 344 367 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 86 129 417 95 129 588 852 - - 1073 - - Mov Cap-2 Maneuver 86 129 - 95 129 - - - - - - - Stage 1 342 355 - 517 511 - - - - - - - Stage 2 404 504 - 292 348 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 41.5 25.2 0.5 0.6 HCM LOS E D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 852 - - 86 268 95 495 1073 - - HCM Lane V/C Ratio 0.031 - - 0.363 0.155 0.329 0.2 0.053 - - HCM Control Delay (s) 9.4 - - 69 20.9 60.5 14.1 8.5 - - HCM Lane LOS A - - F C F B A - - HCM 95th %tile Q(veh) 0.1 - - 1.4 0.5 1.3 0.7 0.2 - - 67 Lanes and Geometrics 1: Ziegler & County Fair/Saber Cat Long Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 0 250 0 Storage Lanes 1 0 1 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 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.887 0.858 0.992 0.992 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1652 0 1770 1598 0 1770 1848 0 1770 1848 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1652 0 1770 1598 0 1770 1848 0 1770 1848 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 277 563 700 353 Travel Time (s) 6.3 12.8 15.9 8.0 Intersection Summary Area Type: Other 68 HCM 2010 TWSC 2: Ziegler & Sage Creek Long Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 15 5 5 300 300 10 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 16 5 5 316 316 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 647 321 326 0 - 0 Stage 1 321 - - - - - Stage 2 326 - - - - - 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 436 720 1234 - - - Stage 1 735 - - - - - Stage 2 731 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 434 720 1234 - - - Mov Cap-2 Maneuver 532 - - - - - Stage 1 735 - - - - - Stage 2 728 - - - - - Approach EB NB SB HCM Control Delay, s 11.6 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1234 - 569 - - HCM Lane V/C Ratio 0.004 - 0.037 - - HCM Control Delay (s) 7.9 - 11.6 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - 69 Lanes and Geometrics 2: Ziegler & Sage Creek Long Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 3 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 0 100 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.968 0.995 Flt Protected 0.963 0.950 Satd. Flow (prot) 1736 0 1770 1863 1853 0 Flt Permitted 0.963 0.950 Satd. Flow (perm) 1736 0 1770 1863 1853 0 Link Speed (mph) 30 30 30 Link Distance (ft) 460 528 700 Travel Time (s) 10.5 12.0 15.9 Intersection Summary Area Type: Other 70 HCM 2010 TWSC 2: Ziegler & Sage Creek Long Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 15 5 5 480 725 25 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 16 5 5 505 763 26 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1292 776 789 0 - 0 Stage 1 776 - - - - - Stage 2 516 - - - - - 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 180 397 831 - - - Stage 1 454 - - - - - Stage 2 599 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 179 397 831 - - - Mov Cap-2 Maneuver 315 - - - - - Stage 1 454 - - - - - Stage 2 595 - - - - - Approach EB NB SB HCM Control Delay, s 16.6 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 831 - 332 - - HCM Lane V/C Ratio 0.006 - 0.063 - - HCM Control Delay (s) 9.4 - 16.6 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.2 - - 71 Lanes and Geometrics 2: Ziegler & Sage Creek Long Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 3 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 0 100 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.968 0.996 Flt Protected 0.963 0.950 Satd. Flow (prot) 1736 0 1770 1863 1855 0 Flt Permitted 0.963 0.950 Satd. Flow (perm) 1736 0 1770 1863 1855 0 Link Speed (mph) 30 30 30 Link Distance (ft) 460 528 700 Travel Time (s) 10.5 12.0 15.9 Intersection Summary Area Type: Other 72 HCM 2010 Roundabout 3: Ziegler & Kechter Long Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 6 Intersection Intersection Delay, s/veh 7.5 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 200 327 174 321 Demand Flow Rate, veh/h 204 333 178 327 Vehicles Circulating, veh/h 279 189 338 194 Vehicles Exiting, veh/h 242 327 145 328 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.8 7.8 7.0 7.8 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 204 333 178 327 Cap Entry Lane, veh/h 855 935 806 931 Entry HV Adj Factor 0.978 0.982 0.976 0.982 Flow Entry, veh/h 200 327 174 321 Cap Entry, veh/h 836 919 787 914 V/C Ratio 0.239 0.356 0.221 0.351 Control Delay, s/veh 6.8 7.8 7.0 7.8 LOSAAAA 95th %tile Queue, veh 1212 73 Lanes and Geometrics 3: Ziegler & Kechter Long Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 5 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 0.972 0.928 0.980 0.976 Flt Protected 0.991 0.998 0.989 0.974 Satd. Flow (prot) 0 1794 0 0 1725 0 0 1805 0 0 1771 0 Flt Permitted 0.991 0.998 0.989 0.974 Satd. Flow (perm) 0 1794 0 0 1725 0 0 1805 0 0 1771 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 392 535 507 528 Travel Time (s) 8.9 12.2 11.5 12.0 Intersection Summary Area Type: Other 74 HCM 2010 Roundabout 3: Ziegler & Kechter Long Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 6 Intersection Intersection Delay, s/veh 25.5 Intersection LOS D Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 185 436 421 768 Demand Flow Rate, veh/h 189 445 429 784 Vehicles Circulating, veh/h 746 375 489 300 Vehicles Exiting, veh/h 338 543 446 520 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 12.3 13.7 16.6 40.1 Approach LOS B B C E Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 189 445 429 784 Cap Entry Lane, veh/h 536 777 693 837 Entry HV Adj Factor 0.978 0.980 0.981 0.979 Flow Entry, veh/h 185 436 421 768 Cap Entry, veh/h 524 761 680 820 V/C Ratio 0.353 0.573 0.619 0.937 Control Delay, s/veh 12.3 13.7 16.6 40.1 LOS B B C E 95th %tile Queue, veh 2 4 4 14 75 Lanes and Geometrics 3: Ziegler & Kechter Long Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 5 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 0.977 0.937 0.970 0.978 Flt Protected 0.989 0.990 0.993 0.979 Satd. Flow (prot) 0 1800 0 0 1728 0 0 1794 0 0 1784 0 Flt Permitted 0.989 0.990 0.993 0.979 Satd. Flow (perm) 0 1800 0 0 1728 0 0 1794 0 0 1784 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 392 535 507 528 Travel Time (s) 8.9 12.2 11.5 12.0 Intersection Summary Area Type: Other 76 HCM 2010 TWSC 4: Evening Primrose & Kechter Long Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 295 10 5 295 15 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 311 11 5 311 16 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 321 0 637 316 Stage 1 - - - - 316 - Stage 2 - - - - 321 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1239 - 441 724 Stage 1 - - - - 739 - Stage 2 - - - - 735 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1239 - 439 724 Mov Cap-2 Maneuver - - - - 439 - Stage 1 - - - - 739 - Stage 2 - - - - 732 - Approach EB WB NB HCM Control Delay, s 0 0.1 12.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 487 - - 1239 - HCM Lane V/C Ratio 0.043 - - 0.004 - HCM Control Delay (s) 12.7 - - 7.9 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - 77 Lanes and Geometrics 4: Evening Primrose & Kechter Long Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 8 Lane Group EBT EBR WBL WBT NBL NBR 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) 0 100 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.995 0.968 Flt Protected 0.950 0.963 Satd. Flow (prot) 1853 0 1770 1863 1736 0 Flt Permitted 0.950 0.963 Satd. Flow (perm) 1853 0 1770 1863 1736 0 Link Speed (mph) 30 30 30 Link Distance (ft) 535 1269 509 Travel Time (s) 12.2 28.8 11.6 Intersection Summary Area Type: Other 78 HCM 2010 TWSC 4: Evening Primrose & Kechter Long Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 485 20 10 390 25 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 505 21 10 406 26 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 526 0 943 516 Stage 1 - - - - 516 - Stage 2 - - - - 427 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1041 - 291 559 Stage 1 - - - - 599 - Stage 2 - - - - 658 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1041 - 288 559 Mov Cap-2 Maneuver - - - - 288 - Stage 1 - - - - 599 - Stage 2 - - - - 652 - Approach EB WB NB HCM Control Delay, s 0 0.2 17.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 313 - - 1041 - HCM Lane V/C Ratio 0.1 - - 0.01 - HCM Control Delay (s) 17.8 - - 8.5 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.3 - - 0 - 79 Lanes and Geometrics 4: Evening Primrose & Kechter Long Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 8 Lane Group EBT EBR WBL WBT NBL NBR 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) 0 100 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.995 0.978 Flt Protected 0.950 0.960 Satd. Flow (prot) 1853 0 1770 1863 1749 0 Flt Permitted 0.950 0.960 Satd. Flow (perm) 1853 0 1770 1863 1749 0 Link Speed (mph) 30 30 30 Link Distance (ft) 535 1269 509 Travel Time (s) 12.2 28.8 11.6 Intersection Summary Area Type: Other 80 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Long Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 20 210 70 70 220 25 65 20 90 15 25 15 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 21 219 41 73 229 20 68 21 44 16 26 10 Adj No. of Lanes 111110110110 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 551 869 739 561 788 69 650 215 451 620 513 197 Arrive On Green 0.47 0.47 0.47 0.47 0.47 0.47 0.40 0.40 0.40 0.40 0.40 0.40 Sat Flow, veh/h 1126 1863 1583 1115 1689 148 1367 538 1126 1331 1282 493 Grp Volume(v), veh/h 21 219 41 73 0 249 68 0 65 16 0 36 Grp Sat Flow(s),veh/h/ln 1126 1863 1583 1115 0 1837 1367 0 1664 1331 0 1776 Q Serve(g_s), s 0.7 4.3 0.9 2.5 0.0 5.0 1.9 0.0 1.5 0.5 0.0 0.7 Cycle Q Clear(g_c), s 5.7 4.3 0.9 6.8 0.0 5.0 2.7 0.0 1.5 1.9 0.0 0.7 Prop In Lane 1.00 1.00 1.00 0.08 1.00 0.68 1.00 0.28 Lane Grp Cap(c), veh/h 551 869 739 561 0 857 650 0 666 620 0 710 V/C Ratio(X) 0.04 0.25 0.06 0.13 0.00 0.29 0.10 0.00 0.10 0.03 0.00 0.05 Avail Cap(c_a), veh/h 551 869 739 561 0 857 650 0 666 620 0 710 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 11.6 9.7 8.8 11.7 0.0 9.9 11.8 0.0 11.2 11.8 0.0 11.0 Incr Delay (d2), s/veh 0.1 0.7 0.1 0.5 0.0 0.9 0.3 0.0 0.3 0.1 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 2.4 0.4 0.8 0.0 2.7 0.8 0.0 0.7 0.2 0.0 0.4 LnGrp Delay(d),s/veh 11.8 10.4 8.9 12.2 0.0 10.7 12.2 0.0 11.5 11.9 0.0 11.2 LnGrp LOS BBAB BB BB B Approach Vol, veh/h 281 322 133 52 Approach Delay, s/veh 10.3 11.1 11.9 11.4 Approach LOS BBBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 28.0 32.0 28.0 32.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 24.0 28.0 24.0 28.0 Max Q Clear Time (g_c+I1), s 4.7 7.7 3.9 8.8 Green Ext Time (p_c), s 0.7 3.3 0.7 3.2 Intersection Summary HCM 2010 Ctrl Delay 10.9 HCM 2010 LOS B 81 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Long Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 13 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 28 32 28 32 Maximum Split (%) 46.7% 53.3% 46.7% 53.3% Minimum Split (s) 20 20 20 20 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 Minimum Initial (s) 4444 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 28 0 28 End Time (s) 28 0 28 0 Yield/Force Off (s) 24 56 24 56 Yield/Force Off 170(s) 13 45 13 45 Local Start Time (s) 0 28 0 28 Local Yield (s) 24 56 24 56 Local Yield 170(s) 13 45 13 45 Intersection Summary Cycle Length 60 Control Type Pretimed Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 5: Lady Moon & Kechter 82 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Long Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 35 365 90 115 285 45 80 50 80 45 45 35 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 37 384 48 121 300 38 84 53 32 47 47 15 Adj No. of Lanes 111110110110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 542 962 818 492 838 106 556 381 230 534 474 151 Arrive On Green 0.52 0.52 0.52 0.52 0.52 0.52 0.35 0.35 0.35 0.35 0.35 0.35 Sat Flow, veh/h 1038 1863 1583 952 1621 205 1335 1089 658 1307 1354 432 Grp Volume(v), veh/h 37 384 48 121 0 338 84 0 85 47 0 62 Grp Sat Flow(s),veh/h/ln 1038 1863 1583 952 0 1827 1335 0 1747 1307 0 1786 Q Serve(g_s), s 1.3 7.5 0.9 5.3 0.0 6.6 2.7 0.0 2.0 1.5 0.0 1.4 Cycle Q Clear(g_c), s 7.9 7.5 0.9 12.8 0.0 6.6 4.1 0.0 2.0 3.5 0.0 1.4 Prop In Lane 1.00 1.00 1.00 0.11 1.00 0.38 1.00 0.24 Lane Grp Cap(c), veh/h 542 962 818 492 0 944 556 0 611 534 0 625 V/C Ratio(X) 0.07 0.40 0.06 0.25 0.00 0.36 0.15 0.00 0.14 0.09 0.00 0.10 Avail Cap(c_a), veh/h 542 962 818 492 0 944 556 0 611 534 0 625 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 10.9 8.8 7.2 12.7 0.0 8.6 14.5 0.0 13.3 14.5 0.0 13.1 Incr Delay (d2), s/veh 0.2 1.2 0.1 1.2 0.0 1.1 0.6 0.0 0.5 0.3 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 4.2 0.4 1.5 0.0 3.6 1.1 0.0 1.0 0.6 0.0 0.7 LnGrp Delay(d),s/veh 11.2 10.1 7.4 13.9 0.0 9.7 15.1 0.0 13.8 14.9 0.0 13.4 LnGrp LOS BBAB AB BB B Approach Vol, veh/h 469 459 169 109 Approach Delay, s/veh 9.9 10.8 14.4 14.1 Approach LOS ABBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 25.0 35.0 25.0 35.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 21.0 31.0 21.0 31.0 Max Q Clear Time (g_c+I1), s 6.1 9.9 5.5 14.8 Green Ext Time (p_c), s 1.0 5.6 1.0 5.1 Intersection Summary HCM 2010 Ctrl Delay 11.2 HCM 2010 LOS B 83 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Long Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 13 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 25 35 25 35 Maximum Split (%) 41.7% 58.3% 41.7% 58.3% Minimum Split (s) 20 20 20 20 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 Minimum Initial (s) 4444 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 25 0 25 End Time (s) 25 0 25 0 Yield/Force Off (s) 21 56 21 56 Yield/Force Off 170(s) 10 45 10 45 Local Start Time (s) 0 25 0 25 Local Yield (s) 21 56 21 56 Local Yield 170(s) 10 45 10 45 Intersection Summary Cycle Length 60 Control Type Pretimed Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 5: Lady Moon & Kechter 84 HCM 2010 TWSC 6: Lady Moon & Saber Cat Long Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 15 Intersection Int Delay, s/veh 2.1 Movement SEL SER NEL NET SWT SWR Vol, veh/h 5 5 20 35 35 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - - - 150 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 5 5 21 37 37 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 116 37 37 0 - 0 Stage 1 37 - - - - - Stage 2 79 - - - - - 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 880 1035 1574 - - - Stage 1 985 - - - - - Stage 2 944 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 868 1035 1574 - - - Mov Cap-2 Maneuver 868 - - - - - Stage 1 985 - - - - - Stage 2 931 - - - - - Approach SE NE SW HCM Control Delay, s 8.9 2.7 0 HCM LOS A Minor Lane/Major Mvmt NEL NET SELn1 SELn2 SWT SWR Capacity (veh/h) 1574 - 868 1035 - - HCM Lane V/C Ratio 0.013 - 0.006 0.005 - - HCM Control Delay (s) 7.3 0 9.2 8.5 - - HCM Lane LOS AAAA-- HCM 95th %tile Q(veh) 0 - 0 0 - - 85 Lanes and Geometrics 6: Lady Moon & Saber Cat Long Background Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 14 Lane Group SEL SER NEL NET SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 250 150 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.982 Satd. Flow (prot) 1770 1583 0 1829 1863 1583 Flt Permitted 0.950 0.982 Satd. Flow (perm) 1770 1583 0 1829 1863 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 571 316 485 Travel Time (s) 13.0 7.2 11.0 Intersection Summary Area Type: Other 86 HCM 2010 TWSC 6: Lady Moon & Saber Cat Long Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 15 Intersection Int Delay, s/veh 4.4 Movement SEL SER NEL NET SWT SWR Vol, veh/h 25 55 55 55 55 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - - - 150 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 26 58 58 58 58 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 232 58 58 0 - 0 Stage 1 58 - - - - - Stage 2 174 - - - - - 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 756 1008 1546 - - - Stage 1 965 - - - - - Stage 2 856 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 727 1008 1546 - - - Mov Cap-2 Maneuver 727 - - - - - Stage 1 965 - - - - - Stage 2 823 - - - - - Approach SE NE SW HCM Control Delay, s 9.2 3.7 0 HCM LOS A Minor Lane/Major Mvmt NEL NET SELn1 SELn2 SWT SWR Capacity (veh/h) 1546 - 727 1008 - - HCM Lane V/C Ratio 0.037 - 0.036 0.057 - - HCM Control Delay (s) 7.4 0 10.1 8.8 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.1 - 0.1 0.2 - - 87 Lanes and Geometrics 6: Lady Moon & Saber Cat Long Background PM 4/30/2014 Baseline Synchro 9 Light Report Page 14 Lane Group SEL SER NEL NET SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 250 150 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.976 Satd. Flow (prot) 1770 1583 0 1818 1863 1583 Flt Permitted 0.950 0.976 Satd. Flow (perm) 1770 1583 0 1818 1863 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 571 316 485 Travel Time (s) 13.0 7.2 11.0 Intersection Summary Area Type: Other 88 APPENDIX F 89 HCM 2010 TWSC 1: Ziegler & County Fair/Saber Cat Short Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 7 4 10 44 3 40 15 272 71 69 293 10 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 150 - - 150 - - 250 - 250 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 5 11 50 3 45 17 309 81 78 333 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 863 838 339 846 844 309 344 0 0 309 0 0 Stage 1 495 495 - 343 343 - - - - - - - Stage 2 368 343 - 503 501 - - - - - - - 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 275 302 703 282 300 731 1215 - - 1252 - - Stage 1 556 546 - 672 637 - - - - - - - Stage 2 652 637 - 551 543 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 241 279 703 258 277 731 1215 - - 1252 - - Mov Cap-2 Maneuver 241 279 - 258 277 - - - - - - - Stage 1 548 512 - 663 628 - - - - - - - Stage 2 600 628 - 504 509 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.2 16.7 0.3 1.5 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1215 - - 241 490 258 656 1252 - - HCM Lane V/C Ratio 0.014 - - 0.033 0.032 0.194 0.074 0.063 - - HCM Control Delay (s) 8 - - 20.4 12.6 22.3 10.9 8.1 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0.7 0.2 0.2 - - 90 Lanes and Geometrics 1: Ziegler & County Fair/Saber Cat Short Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 250 250 0 Storage Lanes 1 0 1 0 1 1 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 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.897 0.859 0.850 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1671 0 1770 1600 0 1770 1863 1583 1770 1853 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1671 0 1770 1600 0 1770 1863 1583 1770 1853 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 494 563 700 353 Travel Time (s) 11.2 12.8 15.9 8.0 Intersection Summary Area Type: Other 91 HCM 2010 TWSC 1: Ziegler & County Fair/Saber Cat Short Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 5.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 7 6 19 68 4 100 20 404 80 81 621 29 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 150 - - 150 - - 250 - 150 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 7 6 20 71 4 104 21 421 83 84 647 30 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1348 1294 662 1307 1309 421 677 0 0 421 0 0 Stage 1 831 831 - 463 463 - - - - - - - Stage 2 517 463 - 844 846 - - - - - - - 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 128 163 462 137 159 632 915 - - 1138 - - Stage 1 364 384 - 579 564 - - - - - - - Stage 2 541 564 - 358 378 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 97 148 462 118 144 632 915 - - 1138 - - Mov Cap-2 Maneuver 97 148 - 118 144 - - - - - - - Stage 1 356 356 - 566 551 - - - - - - - Stage 2 438 551 - 312 350 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 23.9 36.9 0.4 0.9 HCM LOS C E Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 915 - - 97 306 118 559 1138 - - HCM Lane V/C Ratio 0.023 - - 0.075 0.085 0.6 0.194 0.074 - - HCM Control Delay (s) 9 - - 45.1 17.9 73.4 13 8.4 - - HCM Lane LOS A - - E C F B A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.3 3 0.7 0.2 - - 92 Lanes and Geometrics 1: Ziegler & County Fair/Saber Cat Short Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 150 250 0 Storage Lanes 1 0 1 0 1 1 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 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.885 0.856 0.850 0.993 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1649 0 1770 1595 0 1770 1863 1583 1770 1850 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1649 0 1770 1595 0 1770 1863 1583 1770 1850 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 277 563 700 353 Travel Time (s) 6.3 12.8 15.9 8.0 Intersection Summary Area Type: Other 93 HCM 2010 TWSC 2: Ziegler & Sage Creek/Site Access Short Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 20 7 6 65 5 30 5 308 101 43 293 11 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 - 100 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 7 6 68 5 32 5 324 106 45 308 12 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 758 740 314 747 746 324 320 0 0 324 0 0 Stage 1 405 405 - 335 335 - - - - - - - Stage 2 353 335 - 412 411 - - - - - - - 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 324 345 726 329 342 717 1240 - - 1236 - - Stage 1 622 598 - 679 643 - - - - - - - Stage 2 664 643 - 617 595 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 297 331 726 311 328 717 1240 - - 1236 - - Mov Cap-2 Maneuver 297 331 - 311 328 - - - - - - - Stage 1 619 576 - 676 640 - - - - - - - Stage 2 627 640 - 582 573 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 16.8 18.3 0.1 1 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1240 - - 341 376 1236 - - HCM Lane V/C Ratio 0.004 - - 0.102 0.28 0.037 - - HCM Control Delay (s) 7.9 - - 16.8 18.3 8 - - HCM Lane LOS A - - C C A - - HCM 95th %tile Q(veh) 0 - - 0.3 1.1 0.1 - - 94 Lanes and Geometrics 2: Ziegler & Sage Creek/Site Access Short Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 3 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 0 100 100 100 0 Storage Lanes 0 0 0 0 1 1 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 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.976 0.959 0.850 0.994 Flt Protected 0.970 0.969 0.950 0.950 Satd. Flow (prot) 0 1763 0 0 1731 0 1770 1863 1583 1770 1852 0 Flt Permitted 0.970 0.969 0.950 0.950 Satd. Flow (perm) 0 1763 0 0 1731 0 1770 1863 1583 1770 1852 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 460 515 528 700 Travel Time (s) 10.5 11.7 12.0 15.9 Intersection Summary Area Type: Other 95 HCM 2010 TWSC 2: Ziegler & Sage Creek/Site Access Short Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 22 7 3 62 5 30 7 452 101 43 636 29 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 - 100 100 - - 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 24 8 3 67 5 32 8 486 109 46 684 31 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1312 1293 699 1298 1309 486 715 0 0 486 0 0 Stage 1 792 792 - 501 501 - - - - - - - Stage 2 520 501 - 797 808 - - - - - - - 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 136 163 440 139 159 581 885 - - 1077 - - Stage 1 382 401 - 552 543 - - - - - - - Stage 2 539 543 - 380 394 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 120 155 440 128 151 581 885 - - 1077 - - Mov Cap-2 Maneuver 120 155 - 128 151 - - - - - - - Stage 1 379 384 - 547 538 - - - - - - - Stage 2 499 538 - 354 377 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 40.2 55 0.1 0.5 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 885 - - 136 170 1077 - - HCM Lane V/C Ratio 0.009 - - 0.253 0.614 0.043 - - HCM Control Delay (s) 9.1 - - 40.2 55 8.5 - - HCM Lane LOS A - - E F A - - HCM 95th %tile Q(veh) 0 - - 0.9 3.4 0.1 - - 96 Lanes and Geometrics 2: Ziegler & Sage Creek/Site Access Short Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 3 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 0 100 100 100 0 Storage Lanes 0 0 0 0 1 1 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 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.988 0.958 0.850 0.993 Flt Protected 0.967 0.969 0.950 0.950 Satd. Flow (prot) 0 1780 0 0 1729 0 1770 1863 1583 1770 1850 0 Flt Permitted 0.967 0.969 0.950 0.950 Satd. Flow (perm) 0 1780 0 0 1729 0 1770 1863 1583 1770 1850 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 460 506 528 700 Travel Time (s) 10.5 11.5 12.0 15.9 Intersection Summary Area Type: Other 97 HCM 2010 Roundabout 3: Ziegler & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 6 Intersection Intersection Delay, s/veh 8.6 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 254 335 202 387 Demand Flow Rate, veh/h 259 342 207 395 Vehicles Circulating, veh/h 304 285 409 178 Vehicles Exiting, veh/h 269 331 154 449 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 7.9 9.2 8.1 8.7 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 259 342 207 395 Cap Entry Lane, veh/h 834 850 751 946 Entry HV Adj Factor 0.980 0.981 0.977 0.979 Flow Entry, veh/h 254 335 202 387 Cap Entry, veh/h 817 833 733 926 V/C Ratio 0.311 0.402 0.276 0.418 Control Delay, s/veh 7.9 9.2 8.1 8.7 LOSAAAA 95th %tile Queue, veh 1212 98 Lanes and Geometrics 3: Ziegler & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 5 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 0.981 0.921 0.981 0.965 Flt Protected 0.980 0.999 0.992 0.977 Satd. Flow (prot) 0 1791 0 0 1714 0 0 1813 0 0 1756 0 Flt Permitted 0.980 0.999 0.992 0.977 Satd. Flow (perm) 0 1791 0 0 1714 0 0 1813 0 0 1756 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 392 535 507 528 Travel Time (s) 8.9 12.2 11.5 12.0 Intersection Summary Area Type: Other 99 HCM 2010 Roundabout 3: Ziegler & Kechter Short Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 6 Intersection Intersection Delay, s/veh 27.7 Intersection LOS D Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 253 452 424 791 Demand Flow Rate, veh/h 258 462 433 807 Vehicles Circulating, veh/h 721 463 570 282 Vehicles Exiting, veh/h 368 540 409 643 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 14.8 17.5 20.4 41.6 Approach LOS B C C E Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 258 462 433 807 Cap Entry Lane, veh/h 549 711 639 852 Entry HV Adj Factor 0.980 0.979 0.980 0.980 Flow Entry, veh/h 253 452 424 791 Cap Entry, veh/h 538 696 626 836 V/C Ratio 0.470 0.650 0.678 0.947 Control Delay, s/veh 14.8 17.5 20.4 41.6 LOS B C C E 95th %tile Queue, veh 2 5 5 15 100 Lanes and Geometrics 3: Ziegler & Kechter Short Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 5 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 0.985 0.930 0.973 0.972 Flt Protected 0.978 0.991 0.993 0.979 Satd. Flow (prot) 0 1794 0 0 1717 0 0 1800 0 0 1773 0 Flt Permitted 0.978 0.991 0.993 0.979 Satd. Flow (perm) 0 1794 0 0 1717 0 0 1800 0 0 1773 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 392 535 507 528 Travel Time (s) 8.9 12.2 11.5 12.0 Intersection Summary Area Type: Other 101 HCM 2010 TWSC 4: Evening Primrose & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 296 8 1 300 14 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 348 9 1 353 16 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 358 0 708 353 Stage 1 - - - - 353 - Stage 2 - - - - 355 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1201 - 401 691 Stage 1 - - - - 711 - Stage 2 - - - - 710 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1201 - 401 691 Mov Cap-2 Maneuver - - - - 401 - Stage 1 - - - - 711 - Stage 2 - - - - 709 - Approach EB WB NB HCM Control Delay, s 0 0 13.6 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 442 - - 1201 - HCM Lane V/C Ratio 0.048 - - 0.001 - HCM Control Delay (s) 13.6 - - 8 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - 102 Lanes and Geometrics 4: Evening Primrose & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 8 Lane Group EBT EBR WBL WBT NBL NBR 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) 0 100 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.997 0.968 Flt Protected 0.950 0.963 Satd. Flow (prot) 1857 0 1770 1863 1736 0 Flt Permitted 0.950 0.963 Satd. Flow (perm) 1857 0 1770 1863 1736 0 Link Speed (mph) 30 30 30 Link Distance (ft) 535 1269 509 Travel Time (s) 12.2 28.8 11.6 Intersection Summary Area Type: Other 103 HCM 2010 TWSC 4: Evening Primrose & Kechter Short Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 452 19 8 376 26 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 471 20 8 392 27 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 491 0 889 481 Stage 1 - - - - 481 - Stage 2 - - - - 408 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1072 - 314 585 Stage 1 - - - - 622 - Stage 2 - - - - 671 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1072 - 312 585 Mov Cap-2 Maneuver - - - - 312 - Stage 1 - - - - 622 - Stage 2 - - - - 666 - Approach EB WB NB HCM Control Delay, s 0 0.2 16.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 342 - - 1072 - HCM Lane V/C Ratio 0.097 - - 0.008 - HCM Control Delay (s) 16.7 - - 8.4 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.3 - - 0 - 104 Lanes and Geometrics 4: Evening Primrose & Kechter Short Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 8 Lane Group EBT EBR WBL WBT NBL NBR 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) 0 100 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.995 0.975 Flt Protected 0.950 0.961 Satd. Flow (prot) 1853 0 1770 1863 1745 0 Flt Permitted 0.950 0.961 Satd. Flow (perm) 1853 0 1770 1863 1745 0 Link Speed (mph) 30 30 30 Link Distance (ft) 535 1269 509 Travel Time (s) 12.2 28.8 11.6 Intersection Summary Area Type: Other 105 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 37 200 63 58 211 41 60 23 74 23 23 29 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 39 208 34 60 220 37 62 24 27 24 24 24 Adj No. of Lanes 111111110110 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 583 900 765 594 900 765 614 307 346 611 328 328 Arrive On Green 0.48 0.48 0.48 0.48 0.48 0.48 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 1118 1863 1583 1133 1863 1583 1352 802 902 1348 856 856 Grp Volume(v), veh/h 39 208 34 60 220 37 62 0 51 24 0 48 Grp Sat Flow(s),veh/h/ln 1118 1863 1583 1133 1863 1583 1352 0 1704 1348 0 1712 Q Serve(g_s), s 1.3 3.9 0.7 2.0 4.2 0.7 1.8 0.0 1.1 0.7 0.0 1.1 Cycle Q Clear(g_c), s 5.4 3.9 0.7 5.8 4.2 0.7 2.9 0.0 1.1 1.8 0.0 1.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.53 1.00 0.50 Lane Grp Cap(c), veh/h 583 900 765 594 900 765 614 0 653 611 0 656 V/C Ratio(X) 0.07 0.23 0.04 0.10 0.24 0.05 0.10 0.00 0.08 0.04 0.00 0.07 Avail Cap(c_a), veh/h 583 900 765 594 900 765 614 0 653 611 0 656 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 10.7 9.0 8.2 10.7 9.1 8.2 12.7 0.0 11.8 12.3 0.0 11.7 Incr Delay (d2), s/veh 0.2 0.6 0.1 0.3 0.6 0.1 0.3 0.0 0.2 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 2.1 0.3 0.7 2.3 0.3 0.7 0.0 0.6 0.3 0.0 0.5 LnGrp Delay(d),s/veh 10.9 9.6 8.3 11.1 9.7 8.3 13.0 0.0 12.0 12.5 0.0 12.0 LnGrp LOS BAABAAB BB B Approach Vol, veh/h 281 317 113 72 Approach Delay, s/veh 9.6 9.8 12.5 12.1 Approach LOS AABB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 27.0 33.0 27.0 33.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 23.0 29.0 23.0 29.0 Max Q Clear Time (g_c+I1), s 4.9 7.4 3.8 7.8 Green Ext Time (p_c), s 0.7 3.1 0.7 3.1 Intersection Summary HCM 2010 Ctrl Delay 10.4 HCM 2010 LOS B 106 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 13 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 27 33 27 33 Maximum Split (%) 45.0% 55.0% 45.0% 55.0% Minimum Split (s) 20 20 20 20 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 Minimum Initial (s) 4444 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 27 0 27 End Time (s) 27 0 27 0 Yield/Force Off (s) 23 56 23 56 Yield/Force Off 170(s) 12 45 12 45 Local Start Time (s) 0 27 0 27 Local Yield (s) 23 56 23 56 Local Yield 170(s) 12 45 12 45 Intersection Summary Cycle Length 60 Control Type Pretimed Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 5: Lady Moon & Kechter 107 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Short Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 48 326 84 97 252 59 78 48 65 51 43 48 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 50 340 41 101 262 52 81 50 17 53 45 28 Adj No. of Lanes 111111110110 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 584 962 818 528 962 818 545 466 158 551 376 234 Arrive On Green 0.52 0.52 0.52 0.52 0.52 0.52 0.35 0.35 0.35 0.35 0.35 0.35 Sat Flow, veh/h 1061 1863 1583 998 1863 1583 1322 1331 452 1329 1075 669 Grp Volume(v), veh/h 50 340 41 101 262 52 81 0 67 53 0 73 Grp Sat Flow(s),veh/h/ln 1061 1863 1583 998 1863 1583 1322 0 1783 1329 0 1745 Q Serve(g_s), s 1.7 6.5 0.8 4.0 4.7 1.0 2.7 0.0 1.5 1.7 0.0 1.7 Cycle Q Clear(g_c), s 6.4 6.5 0.8 10.5 4.7 1.0 4.4 0.0 1.5 3.2 0.0 1.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.25 1.00 0.38 Lane Grp Cap(c), veh/h 584 962 818 528 962 818 545 0 624 551 0 611 V/C Ratio(X) 0.09 0.35 0.05 0.19 0.27 0.06 0.15 0.00 0.11 0.10 0.00 0.12 Avail Cap(c_a), veh/h 584 962 818 528 962 818 545 0 624 551 0 611 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 10.0 8.6 7.2 11.7 8.2 7.2 14.7 0.0 13.2 14.3 0.0 13.2 Incr Delay (d2), s/veh 0.3 1.0 0.1 0.8 0.7 0.1 0.6 0.0 0.3 0.3 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 3.6 0.4 1.2 2.6 0.5 1.1 0.0 0.8 0.7 0.0 0.9 LnGrp Delay(d),s/veh 10.2 9.6 7.3 12.5 8.9 7.4 15.3 0.0 13.5 14.6 0.0 13.6 LnGrp LOS BAABAAB BB B Approach Vol, veh/h 431 415 148 126 Approach Delay, s/veh 9.5 9.6 14.5 14.0 Approach LOS AABB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 25.0 35.0 25.0 35.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 21.0 31.0 21.0 31.0 Max Q Clear Time (g_c+I1), s 6.4 8.5 5.2 12.5 Green Ext Time (p_c), s 1.0 4.9 1.0 4.6 Intersection Summary HCM 2010 Ctrl Delay 10.7 HCM 2010 LOS B 108 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Short Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 13 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 25 35 25 35 Maximum Split (%) 41.7% 58.3% 41.7% 58.3% Minimum Split (s) 20 20 20 20 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 Minimum Initial (s) 4444 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 25 0 25 End Time (s) 25 0 25 0 Yield/Force Off (s) 21 56 21 56 Yield/Force Off 170(s) 10 45 10 45 Local Start Time (s) 0 25 0 25 Local Yield (s) 21 56 21 56 Local Yield 170(s) 10 45 10 45 Intersection Summary Cycle Length 60 Control Type Pretimed Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 5: Lady Moon & Kechter 109 HCM 2010 TWSC 6: Lady Moon & Saber Cat Short Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 15 Intersection Int Delay, s/veh 3.5 Movement SEL SER NEL NET SWT SWR Vol, veh/h 18 24 44 40 45 30 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 20 27 49 45 51 34 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 195 51 51 0 - 0 Stage 1 51 - - - - - Stage 2 144 - - - - - 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 794 1017 1555 - - - Stage 1 971 - - - - - Stage 2 883 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 769 1017 1555 - - - Mov Cap-2 Maneuver 769 - - - - - Stage 1 971 - - - - - Stage 2 855 - - - - - Approach SE NE SW HCM Control Delay, s 9.1 3.9 0 HCM LOS A Minor Lane/Major Mvmt NEL NET SELn1 SELn2 SWT SWR Capacity (veh/h) 1555 - 769 1017 - - HCM Lane V/C Ratio 0.032 - 0.026 0.027 - - HCM Control Delay (s) 7.4 0 9.8 8.6 - - HCM Lane LOS AAAA-- HCM 95th %tile Q(veh) 0.1 - 0.1 0.1 - - 110 Lanes and Geometrics 6: Lady Moon & Saber Cat Short Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 14 Lane Group SEL SER NEL NET SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 250 150 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.975 Satd. Flow (prot) 1770 1583 0 1816 1863 1583 Flt Permitted 0.950 0.975 Satd. Flow (perm) 1770 1583 0 1816 1863 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 571 316 485 Travel Time (s) 13.0 7.2 11.0 Intersection Summary Area Type: Other 111 HCM 2010 TWSC 6: Lady Moon & Saber Cat Short Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 15 Intersection Int Delay, s/veh 4.6 Movement SEL SER NEL NET SWT SWR Vol, veh/h 32 69 76 62 67 30 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 36 78 86 70 76 34 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 319 76 76 0 - 0 Stage 1 76 - - - - - Stage 2 243 - - - - - 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 674 985 1523 - - - Stage 1 947 - - - - - Stage 2 797 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 634 985 1523 - - - Mov Cap-2 Maneuver 634 - - - - - Stage 1 947 - - - - - Stage 2 750 - - - - - Approach SE NE SW HCM Control Delay, s 9.6 4.1 0 HCM LOS A Minor Lane/Major Mvmt NEL NET SELn1 SELn2 SWT SWR Capacity (veh/h) 1523 - 634 985 - - HCM Lane V/C Ratio 0.057 - 0.057 0.08 - - HCM Control Delay (s) 7.5 0 11 9 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.2 - 0.2 0.3 - - 112 Lanes and Geometrics 6: Lady Moon & Saber Cat Short Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 14 Lane Group SEL SER NEL NET SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 250 150 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.973 Satd. Flow (prot) 1770 1583 0 1812 1863 1583 Flt Permitted 0.950 0.973 Satd. Flow (perm) 1770 1583 0 1812 1863 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 571 316 485 Travel Time (s) 13.0 7.2 11.0 Intersection Summary Area Type: Other 113 APPENDIX G 114 HCM 2010 TWSC 1: Ziegler & Saber Cat Long Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 3.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 20 5 20 45 5 45 25 300 75 60 340 30 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 150 - - 150 - - 250 - 150 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 5 21 47 5 47 26 316 79 63 358 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 895 868 374 881 884 316 389 0 0 316 0 0 Stage 1 500 500 - 368 368 - - - - - - - Stage 2 395 368 - 513 516 - - - - - - - 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 261 290 672 267 284 724 1170 - - 1244 - - Stage 1 553 543 - 652 621 - - - - - - - Stage 2 630 621 - 544 534 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 227 269 672 241 264 724 1170 - - 1244 - - Mov Cap-2 Maneuver 227 269 - 241 264 - - - - - - - Stage 1 541 516 - 638 607 - - - - - - - Stage 2 571 607 - 495 507 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 16.8 17.2 0.5 1.1 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1170 - - 227 517 241 617 1244 - - HCM Lane V/C Ratio 0.022 - - 0.093 0.051 0.197 0.085 0.051 - - HCM Control Delay (s) 8.1 - - 22.5 12.3 23.6 11.4 8 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0.1 - - 0.3 0.2 0.7 0.3 0.2 - - 115 Lanes and Geometrics 1: Ziegler & Saber Cat Long Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 150 250 0 Storage Lanes 1 0 1 0 1 1 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 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.879 0.864 0.850 0.988 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1637 0 1770 1609 0 1770 1863 1583 1770 1840 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1637 0 1770 1609 0 1770 1863 1583 1770 1840 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 494 563 700 353 Travel Time (s) 11.2 12.8 15.9 8.0 Intersection Summary Area Type: Other 116 HCM 2010 TWSC 1: Ziegler & Saber Cat Long Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 12.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 30 10 30 70 5 115 25 470 85 75 745 40 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 150 - - 150 - - 250 - 250 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 11 32 74 5 121 26 495 89 79 784 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1574 1510 805 1531 1531 495 826 0 0 495 0 0 Stage 1 963 963 - 547 547 - - - - - - - Stage 2 611 547 - 984 984 - - - - - - - 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 89 120 382 96 117 575 805 - - 1069 - - Stage 1 307 334 - 521 517 - - - - - - - Stage 2 481 517 - 299 327 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 62 108 382 75 105 575 805 - - 1069 - - Mov Cap-2 Maneuver 62 108 - 75 105 - - - - - - - Stage 1 297 309 - 504 500 - - - - - - - Stage 2 364 500 - 245 303 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 61.7 81.2 0.4 0.8 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 805 - - 62 234 75 485 1069 - - HCM Lane V/C Ratio 0.033 - - 0.509 0.18 0.982 0.26 0.074 - - HCM Control Delay (s) 9.6 - - 112.3 23.7 194.8 15 8.6 - - HCM Lane LOS A - - F C F C A - - HCM 95th %tile Q(veh) 0.1 - - 2 0.6 5.2 1 0.2 - - 117 Lanes and Geometrics 1: Ziegler & Saber Cat Long Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 250 250 0 Storage Lanes 1 0 1 0 1 1 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 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.888 0.856 0.850 0.992 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1654 0 1770 1595 0 1770 1863 1583 1770 1848 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1654 0 1770 1595 0 1770 1863 1583 1770 1848 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 494 563 700 353 Travel Time (s) 11.2 12.8 15.9 8.0 Intersection Summary Area Type: Other 118 HCM 2010 TWSC 2: Ziegler & Sage Creek/Site Access Long Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 20 5 5 65 5 30 5 350 100 45 335 15 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 - 100 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 85 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 5 5 68 5 32 5 368 118 47 353 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 852 834 361 840 842 368 368 0 0 368 0 0 Stage 1 455 455 - 379 379 - - - - - - - Stage 2 397 379 - 461 463 - - - - - - - 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 280 304 684 285 301 677 1191 - - 1191 - - Stage 1 585 569 - 643 615 - - - - - - - Stage 2 629 615 - 581 564 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 254 291 684 270 288 677 1191 - - 1191 - - Mov Cap-2 Maneuver 254 291 - 270 288 - - - - - - - Stage 1 583 547 - 640 612 - - - - - - - Stage 2 592 612 - 548 542 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18.9 20.9 0.1 0.9 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1191 - - 291 331 1191 - - HCM Lane V/C Ratio 0.004 - - 0.109 0.318 0.04 - - HCM Control Delay (s) 8 - - 18.9 20.9 8.1 - - HCM Lane LOS A - - C C A - - HCM 95th %tile Q(veh) 0 - - 0.4 1.3 0.1 - - 119 Lanes and Geometrics 2: Ziegler & Sage Creek/Site Access Long Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 3 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 0 100 100 100 0 Storage Lanes 0 0 0 0 1 1 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 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.978 0.959 0.850 0.993 Flt Protected 0.967 0.969 0.950 0.950 Satd. Flow (prot) 0 1762 0 0 1731 0 1770 1863 1583 1770 1850 0 Flt Permitted 0.967 0.969 0.950 0.950 Satd. Flow (perm) 0 1762 0 0 1731 0 1770 1863 1583 1770 1850 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 460 485 528 700 Travel Time (s) 10.5 11.0 12.0 15.9 Intersection Summary Area Type: Other 120 HCM 2010 TWSC 2: Ziegler & Sage Creek/Site Access Long Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 7.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 20 5 5 65 5 30 5 530 100 45 760 30 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 - 100 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 85 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 5 5 68 5 32 5 558 118 47 800 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1498 1479 816 1484 1494 558 832 0 0 558 0 0 Stage 1 911 911 - 568 568 - - - - - - - Stage 2 587 568 - 916 926 - - - - - - - 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 101 126 377 103 123 529 801 - - 1013 - - Stage 1 328 353 - 508 506 - - - - - - - Stage 2 496 506 - 326 347 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 88 119 377 94 117 529 801 - - 1013 - - Mov Cap-2 Maneuver 88 119 - 94 117 - - - - - - - Stage 1 326 337 - 505 503 - - - - - - - Stage 2 459 503 - 302 331 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 52.8 106.6 0.1 0.5 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 801 - - 106 126 1013 - - HCM Lane V/C Ratio 0.007 - - 0.298 0.835 0.047 - - HCM Control Delay (s) 9.5 - - 52.8 106.6 8.7 - - HCM Lane LOS A - - F F A - - HCM 95th %tile Q(veh) 0 - - 1.1 5.1 0.1 - - 121 Lanes and Geometrics 2: Ziegler & Sage Creek/Site Access Long Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 3 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 0 100 100 100 0 Storage Lanes 0 0 0 0 1 1 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 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.978 0.959 0.850 0.994 Flt Protected 0.967 0.969 0.950 0.950 Satd. Flow (prot) 0 1762 0 0 1731 0 1770 1863 1583 1770 1852 0 Flt Permitted 0.967 0.969 0.950 0.950 Satd. Flow (perm) 0 1762 0 0 1731 0 1770 1863 1583 1770 1852 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 460 485 528 700 Travel Time (s) 10.5 11.0 12.0 15.9 Intersection Summary Area Type: Other 122 HCM 2010 Roundabout 3: Ziegler & Kechter Long Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 6 Intersection Intersection Delay, s/veh 9.7 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 285 379 222 426 Demand Flow Rate, veh/h 291 386 227 434 Vehicles Circulating, veh/h 343 307 457 204 Vehicles Exiting, veh/h 295 377 177 489 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 9.0 10.5 9.1 9.8 Approach LOS ABAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 291 386 227 434 Cap Entry Lane, veh/h 802 831 715 921 Entry HV Adj Factor 0.981 0.982 0.978 0.981 Flow Entry, veh/h 285 379 222 426 Cap Entry, veh/h 786 816 700 904 V/C Ratio 0.363 0.464 0.317 0.471 Control Delay, s/veh 9.0 10.5 9.1 9.8 LOSABAA 95th %tile Queue, veh 2213 123 Lanes and Geometrics 3: Ziegler & Kechter Long Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 5 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 0.980 0.923 0.981 0.967 Flt Protected 0.981 0.998 0.992 0.977 Satd. Flow (prot) 0 1791 0 0 1716 0 0 1813 0 0 1760 0 Flt Permitted 0.981 0.998 0.992 0.977 Satd. Flow (perm) 0 1791 0 0 1716 0 0 1813 0 0 1760 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 392 535 507 528 Travel Time (s) 8.9 12.2 11.5 12.0 Intersection Summary Area Type: Other 124 HCM 2010 Roundabout 3: Ziegler & Kechter Long Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 6 Intersection Intersection Delay, s/veh 45.1 Intersection LOS E Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 269 489 468 874 Demand Flow Rate, veh/h 274 499 477 891 Vehicles Circulating, veh/h 811 493 606 311 Vehicles Exiting, veh/h 391 590 479 681 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 18.5 21.6 27.2 76.0 Approach LOS C C D F Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 274 499 477 891 Cap Entry Lane, veh/h 502 690 616 828 Entry HV Adj Factor 0.980 0.980 0.981 0.981 Flow Entry, veh/h 269 489 468 874 Cap Entry, veh/h 492 676 605 812 V/C Ratio 0.546 0.723 0.774 1.076 Control Delay, s/veh 18.5 21.6 27.2 76.0 LOS C C D F 95th %tile Queue, veh 3 6 7 22 125 Lanes and Geometrics 3: Ziegler & Kechter Long Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 5 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 0.984 0.932 0.971 0.973 Flt Protected 0.979 0.990 0.993 0.980 Satd. Flow (prot) 0 1794 0 0 1719 0 0 1796 0 0 1776 0 Flt Permitted 0.979 0.990 0.993 0.980 Satd. Flow (perm) 0 1794 0 0 1719 0 0 1796 0 0 1776 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 392 535 507 528 Travel Time (s) 8.9 12.2 11.5 12.0 Intersection Summary Area Type: Other 126 HCM 2010 TWSC 4: Evening Primrose & Kechter Long Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 335 10 5 345 15 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 353 11 5 363 16 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 363 0 732 358 Stage 1 - - - - 358 - Stage 2 - - - - 374 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1196 - 388 686 Stage 1 - - - - 707 - Stage 2 - - - - 696 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1196 - 386 686 Mov Cap-2 Maneuver - - - - 496 - Stage 1 - - - - 707 - Stage 2 - - - - 693 - Approach EB WB NB HCM Control Delay, s 0 0.1 12 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 533 - - 1196 - HCM Lane V/C Ratio 0.039 - - 0.004 - HCM Control Delay (s) 12 - - 8 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - 127 Lanes and Geometrics 4: Evening Primrose & Kechter Long Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 8 Lane Group EBT EBR WBL WBT NBL NBR 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) 0 100 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.996 0.968 Flt Protected 0.950 0.963 Satd. Flow (prot) 1855 0 1770 1863 1736 0 Flt Permitted 0.950 0.963 Satd. Flow (perm) 1855 0 1770 1863 1736 0 Link Speed (mph) 30 30 30 Link Distance (ft) 535 1269 509 Travel Time (s) 12.2 28.8 11.6 Intersection Summary Area Type: Other 128 HCM 2010 TWSC 4: Evening Primrose & Kechter Long Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 525 20 10 440 25 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 553 21 11 463 26 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 574 0 1047 563 Stage 1 - - - - 563 - Stage 2 - - - - 484 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 999 - 253 526 Stage 1 - - - - 570 - Stage 2 - - - - 620 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 999 - 250 526 Mov Cap-2 Maneuver - - - - 383 - Stage 1 - - - - 570 - Stage 2 - - - - 613 - Approach EB WB NB HCM Control Delay, s 0 0.2 14.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 401 - - 999 - HCM Lane V/C Ratio 0.079 - - 0.011 - HCM Control Delay (s) 14.7 - - 8.6 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.3 - - 0 - 129 Lanes and Geometrics 4: Evening Primrose & Kechter Long Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 8 Lane Group EBT EBR WBL WBT NBL NBR 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) 0 100 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.995 0.978 Flt Protected 0.950 0.960 Satd. Flow (prot) 1853 0 1770 1863 1749 0 Flt Permitted 0.950 0.960 Satd. Flow (perm) 1853 0 1770 1863 1749 0 Link Speed (mph) 30 30 30 Link Distance (ft) 535 1269 509 Travel Time (s) 12.2 28.8 11.6 Intersection Summary Area Type: Other 130 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Long Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 40 225 75 70 245 50 70 30 90 30 30 35 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 42 234 46 73 255 46 73 31 44 31 31 30 Adj No. of Lanes 111111110110 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 530 869 739 547 869 739 625 279 396 611 348 337 Arrive On Green 0.47 0.47 0.47 0.47 0.47 0.47 0.40 0.40 0.40 0.40 0.40 0.40 Sat Flow, veh/h 1074 1863 1583 1095 1863 1583 1336 698 990 1319 871 843 Grp Volume(v), veh/h 42 234 46 73 255 46 73 0 75 31 0 61 Grp Sat Flow(s),veh/h/ln 1074 1863 1583 1095 1863 1583 1336 0 1688 1319 0 1714 Q Serve(g_s), s 1.5 4.6 1.0 2.6 5.1 1.0 2.2 0.0 1.7 0.9 0.0 1.3 Cycle Q Clear(g_c), s 6.6 4.6 1.0 7.2 5.1 1.0 3.5 0.0 1.7 2.6 0.0 1.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.59 1.00 0.49 Lane Grp Cap(c), veh/h 530 869 739 547 869 739 625 0 675 611 0 686 V/C Ratio(X) 0.08 0.27 0.06 0.13 0.29 0.06 0.12 0.00 0.11 0.05 0.00 0.09 Avail Cap(c_a), veh/h 530 869 739 547 869 739 625 0 675 611 0 686 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 11.9 9.8 8.8 12.0 9.9 8.8 12.3 0.0 11.3 12.1 0.0 11.2 Incr Delay (d2), s/veh 0.3 0.8 0.2 0.5 0.9 0.2 0.4 0.0 0.3 0.2 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 2.5 0.4 0.9 2.8 0.4 0.9 0.0 0.8 0.4 0.0 0.7 LnGrp Delay(d),s/veh 12.2 10.5 9.0 12.5 10.7 9.0 12.7 0.0 11.6 12.3 0.0 11.5 LnGrp LOS BBABBAB BB B Approach Vol, veh/h 322 374 148 92 Approach Delay, s/veh 10.5 10.9 12.1 11.7 Approach LOS BBBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 28.0 32.0 28.0 32.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 24.0 28.0 24.0 28.0 Max Q Clear Time (g_c+I1), s 5.5 8.6 4.6 9.2 Green Ext Time (p_c), s 1.0 3.6 1.0 3.6 Intersection Summary HCM 2010 Ctrl Delay 11.0 HCM 2010 LOS B 131 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Long Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 13 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 28 32 28 32 Maximum Split (%) 46.7% 53.3% 46.7% 53.3% Minimum Split (s) 20 20 20 20 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 Minimum Initial (s) 4444 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 28 0 28 End Time (s) 28 0 28 0 Yield/Force Off (s) 24 56 24 56 Yield/Force Off 170(s) 13 45 13 45 Local Start Time (s) 0 28 0 28 Local Yield (s) 24 56 24 56 Local Yield 170(s) 13 45 13 45 Intersection Summary Cycle Length 60 Control Type Pretimed Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 5: Lady Moon & Kechter 132 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Long Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 55 380 95 115 310 70 85 60 80 60 50 55 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 57 396 67 120 323 67 89 62 33 62 52 51 Adj No. of Lanes 111111110110 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 471 869 739 419 869 739 585 458 244 594 346 339 Arrive On Green 0.47 0.47 0.47 0.47 0.47 0.47 0.40 0.40 0.40 0.40 0.40 0.40 Sat Flow, veh/h 990 1863 1583 925 1863 1583 1286 1145 610 1295 865 848 Grp Volume(v), veh/h 57 396 67 120 323 67 89 0 95 62 0 103 Grp Sat Flow(s),veh/h/ln 990 1863 1583 925 1863 1583 1286 0 1755 1295 0 1713 Q Serve(g_s), s 2.4 8.6 1.4 6.1 6.7 1.4 2.8 0.0 2.1 1.9 0.0 2.3 Cycle Q Clear(g_c), s 9.1 8.6 1.4 14.7 6.7 1.4 5.2 0.0 2.1 4.0 0.0 2.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.35 1.00 0.50 Lane Grp Cap(c), veh/h 471 869 739 419 869 739 585 0 702 594 0 685 V/C Ratio(X) 0.12 0.46 0.09 0.29 0.37 0.09 0.15 0.00 0.14 0.10 0.00 0.15 Avail Cap(c_a), veh/h 471 869 739 419 869 739 585 0 702 594 0 685 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 13.3 10.8 8.9 15.8 10.3 8.9 13.1 0.0 11.4 12.7 0.0 11.5 Incr Delay (d2), s/veh 0.5 1.7 0.2 1.7 1.2 0.2 0.6 0.0 0.4 0.4 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 4.8 0.7 1.7 3.7 0.7 1.1 0.0 1.1 0.7 0.0 1.2 LnGrp Delay(d),s/veh 13.8 12.6 9.2 17.5 11.5 9.2 13.7 0.0 11.8 13.0 0.0 12.0 LnGrp LOS BBABBAB BB B Approach Vol, veh/h 520 510 184 165 Approach Delay, s/veh 12.3 12.6 12.7 12.4 Approach LOS BBBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 28.0 32.0 28.0 32.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 24.0 28.0 24.0 28.0 Max Q Clear Time (g_c+I1), s 7.2 11.1 6.0 16.7 Green Ext Time (p_c), s 1.5 5.6 1.5 4.5 Intersection Summary HCM 2010 Ctrl Delay 12.5 HCM 2010 LOS B 133 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Long Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 13 Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 28 32 28 32 Maximum Split (%) 46.7% 53.3% 46.7% 53.3% Minimum Split (s) 20 20 20 20 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 Minimum Initial (s) 4444 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 28 0 28 End Time (s) 28 0 28 0 Yield/Force Off (s) 24 56 24 56 Yield/Force Off 170(s) 13 45 13 45 Local Start Time (s) 0 28 0 28 Local Yield (s) 24 56 24 56 Local Yield 170(s) 13 45 13 45 Intersection Summary Cycle Length 60 Control Type Pretimed Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 5: Lady Moon & Kechter 134 HCM 2010 TWSC 6: Lady Moon & Saber Cat Long Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 15 Intersection Int Delay, s/veh 3.6 Movement SEL SER NEL NET SWT SWR Vol, veh/h 20 25 45 40 45 30 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - - - 150 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 21 26 47 42 47 32 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 184 47 47 0 - 0 Stage 1 47 - - - - - Stage 2 137 - - - - - 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 805 1022 1560 - - - Stage 1 975 - - - - - Stage 2 890 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 780 1022 1560 - - - Mov Cap-2 Maneuver 780 - - - - - Stage 1 975 - - - - - Stage 2 862 - - - - - Approach SE NE SW HCM Control Delay, s 9.1 3.9 0 HCM LOS A Minor Lane/Major Mvmt NEL NET SELn1 SELn2 SWT SWR Capacity (veh/h) 1560 - 780 1022 - - HCM Lane V/C Ratio 0.03 - 0.027 0.026 - - HCM Control Delay (s) 7.4 0 9.7 8.6 - - HCM Lane LOS AAAA-- HCM 95th %tile Q(veh) 0.1 - 0.1 0.1 - - 135 Lanes and Geometrics 6: Lady Moon & Saber Cat Long Total Saturday Noon 4/30/2014 Baseline Synchro 9 Light Report Page 14 Lane Group SEL SER NEL NET SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 250 150 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.974 Satd. Flow (prot) 1770 1583 0 1814 1863 1583 Flt Permitted 0.950 0.974 Satd. Flow (perm) 1770 1583 0 1814 1863 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 571 316 485 Travel Time (s) 13.0 7.2 11.0 Intersection Summary Area Type: Other 136 HCM 2010 TWSC 6: Lady Moon & Saber Cat Long Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 15 Intersection Int Delay, s/veh 4.8 Movement SEL SER NEL NET SWT SWR Vol, veh/h 40 75 80 60 70 30 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - - - 150 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 42 79 84 63 74 32 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 306 74 74 0 - 0 Stage 1 74 - - - - - Stage 2 232 - - - - - 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 686 988 1526 - - - Stage 1 949 - - - - - Stage 2 807 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 647 988 1526 - - - Mov Cap-2 Maneuver 647 - - - - - Stage 1 949 - - - - - Stage 2 761 - - - - - Approach SE NE SW HCM Control Delay, s 9.7 4.3 0 HCM LOS A Minor Lane/Major Mvmt NEL NET SELn1 SELn2 SWT SWR Capacity (veh/h) 1526 - 647 988 - - HCM Lane V/C Ratio 0.055 - 0.065 0.08 - - HCM Control Delay (s) 7.5 0 11 9 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.2 - 0.2 0.3 - - 137 Lanes and Geometrics 6: Lady Moon & Saber Cat Long Total PM 4/30/2014 Baseline Synchro 9 Light Report Page 14 Lane Group SEL SER NEL NET SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 250 150 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.972 Satd. Flow (prot) 1770 1583 0 1811 1863 1583 Flt Permitted 0.950 0.972 Satd. Flow (perm) 1770 1583 0 1811 1863 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 571 316 485 Travel Time (s) 13.0 7.2 11.0 Intersection Summary Area Type: Other 138 APPENDIX H 139 SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Kechter Road Trilby Road Lady Moon Drive Ziegler Road Rock Creek Saber Cat Lady Moon Drive Sage Creek Evening Primrose 1 2 3 4 5 140 Pedestrian LOS Worksheet Project Location Classification: School Walking Area Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Neighborhood to the east Residential Minimum B B B C B 1 Actual B B B C B Proposed B B B C B Neighborhood to the southwest Residential Minimum B B B C B 2 Actual B B B C B Proposed B B B C B Neighborhood to the south Residential Minimum B B B C B 3 Actual B B B C B Proposed B B B C B Neighborhood to the west Residential Minimum B B B C B 4 Actual B B B C B Proposed B B B C B Fossil Ridge High School to the north Institutional Minimum B B B C B 5 Actual B B B C B Proposed B B B C B Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 141 SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Kechter Road Trilby Road Lady Moon Drive Ziegler Road Rock Creek Saber Cat Lady Moon Drive Sage Creek Evening Primrose 1 142 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C A A Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification Fossil Ridge High 1 School Institutional C A A 2 3 4 143