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HomeMy WebLinkAboutSOUTHEAST FORT COLLINS COMMUNITY PARK - PDP - PDP140014 - SUBMITTAL DOCUMENTS - ROUND 1 - 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 7 8 9 10 11 12 APPENDIX C 13 HCM 2010 TWSC 1: Ziegler & Saber Cat Saturday Noon 4/30/2014 Baseline Synchro 8 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 NBR WBLn1 WBLn2 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 8 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 8 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 NBR WBLn1 WBLn2 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 8 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 8 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 8 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 8 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 8 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 8 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 HCM 2010 Roundabout 3: Ziegler & Kechter Recent PM 4/30/2014 Baseline Synchro 8 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 23 HCM 2010 TWSC 4: Evening Primrose & Kechter Saturday Noon 4/30/2014 Baseline Synchro 8 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 - 24 Lanes and Geometrics 4: Evening Primrose & Kechter Saturday Noon 4/30/2014 Baseline Synchro 8 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 25 HCM 2010 TWSC 4: Evening Primrose & Kechter Recent PM 4/30/2014 Baseline Synchro 8 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 - 26 Lanes and Geometrics 4: Evening Primrose & Kechter Recent PM 4/30/2014 Baseline Synchro 8 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 27 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Saturday Noon 4/30/2014 Baseline Synchro 8 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 28 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Saturday Noon 4/30/2014 Baseline Synchro 8 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 29 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Recent PM 4/30/2014 Baseline Synchro 8 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 30 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Recent PM 4/30/2014 Baseline Synchro 8 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 TWSC 6: Lady Moon & Saber Cat Saturday Noon 4/30/2014 Baseline Synchro 8 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 0 250 - - 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 898 1048 1587 - - - Mov Cap-2 Maneuver 898 - - - - - 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 - 898 1048 - - HCM Lane V/C Ratio 0.011 - 0.006 0.003 - - HCM Control Delay (s) 7.3 - 9 8.4 - - HCM Lane LOS A - A A - - HCM 95th %tile Q(veh) 0 - 0 0 - - 32 Lanes and Geometrics 6: Lady Moon & Saber Cat Saturday Noon 4/30/2014 Baseline Synchro 8 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 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 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 33 HCM 2010 TWSC 6: Lady Moon & Saber Cat Recent PM 4/30/2014 Baseline Synchro 8 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 0 250 - - 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 766 1022 1560 - - - Mov Cap-2 Maneuver 766 - - - - - Stage 1 975 - - - - - Stage 2 849 - - - - - 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 - 766 1022 - - HCM Lane V/C Ratio 0.033 - 0.027 0.049 - - HCM Control Delay (s) 7.4 - 9.8 8.7 - - HCM Lane LOS A - A A - - HCM 95th %tile Q(veh) 0.1 - 0.1 0.2 - - 34 Lanes and Geometrics 6: Lady Moon & Saber Cat Recent PM 4/30/2014 Baseline Synchro 8 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 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 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 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 36 37 APPENDIX D 38 HCM 2010 TWSC 1: Ziegler & Saber Cat Short Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 1 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 - - 39 Lanes and Geometrics 1: Ziegler & Saber Cat Short Background Saturday Noon 4/30/2014 Baseline Synchro 8 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 40 HCM 2010 TWSC 1: Ziegler & County Fair/Saber Cat Short Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 1 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 - - 41 Lanes and Geometrics 1: Ziegler & County Fair/Saber Cat Short Background PM 4/30/2014 Baseline Synchro 8 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 42 HCM 2010 TWSC 2: Ziegler & Sage Creek Short Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 5 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 - - 43 Lanes and Geometrics 2: Ziegler & Sage Creek Short Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 4 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 44 HCM 2010 TWSC 2: Ziegler & Sage Creek Short Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 5 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 - - 45 Lanes and Geometrics 2: Ziegler & Sage Creek Short Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 4 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 46 HCM 2010 Roundabout 3: Ziegler & Kechter Short Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 7 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 47 HCM 2010 Roundabout 3: Ziegler & Kechter Short Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 7 Intersection Intersection Delay, s/veh 19.3 Intersection LOS C Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 175 414 392 710 Demand Flow Rate, veh/h 179 423 400 723 Vehicles Circulating, veh/h 683 354 471 286 Vehicles Exiting, veh/h 326 517 391 491 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 10.9 12.5 14.6 27.8 Approach LOS B B B D 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 179 423 400 723 Cap Entry Lane, veh/h 571 793 706 849 Entry HV Adj Factor 0.977 0.979 0.980 0.981 Flow Entry, veh/h 175 414 392 710 Cap Entry, veh/h 558 777 692 833 V/C Ratio 0.314 0.533 0.567 0.852 Control Delay, s/veh 10.9 12.5 14.6 27.8 LOS B B B D 95th %tile Queue, veh 1 3 4 10 48 HCM 2010 TWSC 4: Evening Primrose & Kechter Short Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 10 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 - 49 Lanes and Geometrics 4: Evening Primrose & Kechter Short Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 9 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 50 HCM 2010 TWSC 4: Evening Primrose & Kechter Short Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 10 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 - 51 Lanes and Geometrics 4: Evening Primrose & Kechter Short Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 9 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 52 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Short Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 12 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 53 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Short Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 14 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 54 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Short Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 12 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 55 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Short Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 14 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 56 HCM 2010 TWSC 6: Lady Moon & Saber Cat Short Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 16 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 0 250 - - 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 - 9.1 8.5 - - HCM Lane LOS A - A A - - HCM 95th %tile Q(veh) 0 - 0 0 - - 57 Lanes and Geometrics 6: Lady Moon & Saber Cat Short Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 15 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 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 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 58 HCM 2010 TWSC 6: Lady Moon & Saber Cat Short Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 16 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 0 250 - - 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 726 1004 1542 - - - Mov Cap-2 Maneuver 726 - - - - - Stage 1 962 - - - - - Stage 2 825 - - - - - 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 - 726 1004 - - HCM Lane V/C Ratio 0.036 - 0.03 0.054 - - HCM Control Delay (s) 7.4 - 10.1 8.8 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.1 - 0.1 0.2 - - 59 Lanes and Geometrics 6: Lady Moon & Saber Cat Short Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 15 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 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 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 60 APPENDIX E 61 HCM 2010 TWSC 1: Ziegler & Saber Cat Long Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 1 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 - - 62 Lanes and Geometrics 1: Ziegler & Saber Cat Long Background Saturday Noon 4/30/2014 Baseline Synchro 8 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 63 HCM 2010 TWSC 1: Ziegler & County Fair/Saber Cat Long Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 1 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 - - 64 Lanes and Geometrics 1: Ziegler & County Fair/Saber Cat Long Background PM 4/30/2014 Baseline Synchro 8 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 65 HCM 2010 TWSC 2: Ziegler & Sage Creek Long Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 5 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 - - 66 Lanes and Geometrics 2: Ziegler & Sage Creek Long Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 4 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 67 HCM 2010 TWSC 2: Ziegler & Sage Creek Long Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 5 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 - - 68 Lanes and Geometrics 2: Ziegler & Sage Creek Long Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 4 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 69 HCM 2010 Roundabout 3: Ziegler & Kechter Long Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 7 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 70 HCM 2010 Roundabout 3: Ziegler & Kechter Long Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 7 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 71 HCM 2010 TWSC 4: Evening Primrose & Kechter Long Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 10 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 - 72 Lanes and Geometrics 4: Evening Primrose & Kechter Long Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 9 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 73 HCM 2010 TWSC 4: Evening Primrose & Kechter Long Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 10 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 - 74 Lanes and Geometrics 4: Evening Primrose & Kechter Long Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 9 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 75 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Long Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 12 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 76 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Long Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 14 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 77 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Long Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 12 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 78 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Long Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 14 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 79 HCM 2010 TWSC 6: Lady Moon & Saber Cat Long Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 16 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 0 250 - - 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 - 9.2 8.5 - - HCM Lane LOS A - A A - - HCM 95th %tile Q(veh) 0 - 0 0 - - 80 Lanes and Geometrics 6: Lady Moon & Saber Cat Long Background Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 15 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 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 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 81 HCM 2010 TWSC 6: Lady Moon & Saber Cat Long Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 16 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 0 250 - - 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 728 1008 1546 - - - Mov Cap-2 Maneuver 728 - - - - - Stage 1 965 - - - - - Stage 2 824 - - - - - 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 - 728 1008 - - HCM Lane V/C Ratio 0.037 - 0.036 0.057 - - HCM Control Delay (s) 7.4 - 10.1 8.8 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.1 - 0.1 0.2 - - 82 Lanes and Geometrics 6: Lady Moon & Saber Cat Long Background PM 4/30/2014 Baseline Synchro 8 Light Report Page 15 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 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 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 83 APPENDIX F 84 HCM 2010 TWSC 1: Ziegler & County Fair/Saber Cat Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 7 4 10 19 3 29 15 284 43 53 309 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 22 3 33 17 323 49 60 351 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 876 883 357 866 864 347 363 0 0 372 0 0 Stage 1 477 477 - 381 381 - - - - - - - Stage 2 399 406 - 485 483 - - - - - - - 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 269 285 687 274 292 696 1196 - - 1186 - - Stage 1 569 556 - 641 613 - - - - - - - Stage 2 627 598 - 563 553 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 241 267 687 253 273 696 1196 - - 1186 - - Mov Cap-2 Maneuver 241 267 - 253 273 - - - - - - - Stage 1 561 528 - 632 604 - - - - - - - Stage 2 585 590 - 521 525 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.4 14.8 0.4 1.2 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1196 - - 241 474 253 608 1186 - - HCM Lane V/C Ratio 0.014 - - 0.033 0.034 0.085 0.06 0.051 - - HCM Control Delay (s) 8.1 - - 20.4 12.9 20.6 11.3 8.2 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0.3 0.2 0.2 - - 85 Lanes and Geometrics 1: Ziegler & County Fair/Saber Cat Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 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 0.862 0.980 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1671 0 1770 1606 0 1770 1825 0 1770 1853 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1671 0 1770 1606 0 1770 1825 0 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 86 HCM 2010 TWSC 1: Ziegler & County Fair/Saber Cat Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 7 6 19 43 4 89 20 416 52 65 637 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 45 4 93 21 433 54 68 664 30 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1365 1343 679 1329 1331 460 694 0 0 488 0 0 Stage 1 814 814 - 502 502 - - - - - - - Stage 2 551 529 - 827 829 - - - - - - - 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 125 152 452 132 154 601 901 - - 1075 - - Stage 1 372 391 - 552 542 - - - - - - - Stage 2 519 527 - 366 385 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 97 139 452 114 141 601 901 - - 1075 - - Mov Cap-2 Maneuver 97 139 - 114 141 - - - - - - - Stage 1 363 366 - 539 529 - - - - - - - Stage 2 425 515 - 322 361 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 24.3 26.8 0.4 0.8 HCM LOS C D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 901 - - 97 293 114 527 1075 - - HCM Lane V/C Ratio 0.023 - - 0.075 0.089 0.393 0.184 0.063 - - HCM Control Delay (s) 9.1 - - 45.1 18.5 55.7 13.4 8.6 - - HCM Lane LOS A - - E C F B A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.3 1.6 0.7 0.2 - - 87 Lanes and Geometrics 1: Ziegler & County Fair/Saber Cat Short Total PM 4/30/2014 Baseline Synchro 8 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 0.856 0.983 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1649 0 1770 1595 0 1770 1831 0 1770 1852 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1649 0 1770 1595 0 1770 1831 0 1770 1852 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 88 HCM 2010 TWSC 2: Ziegler & Sage Creek/Site Access Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 18 3 13 27 2 17 9 307 44 13 315 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 - - - - - - 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 19 3 14 28 2 18 9 323 46 14 332 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 739 752 337 738 734 346 342 0 0 369 0 0 Stage 1 364 364 - 365 365 - - - - - - - Stage 2 375 388 - 373 369 - - - - - - - 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 333 339 705 334 347 697 1217 - - 1190 - - Stage 1 655 624 - 654 623 - - - - - - - Stage 2 646 609 - 648 621 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 318 333 705 320 340 697 1217 - - 1190 - - Mov Cap-2 Maneuver 318 333 - 320 340 - - - - - - - Stage 1 650 617 - 649 618 - - - - - - - Stage 2 623 604 - 625 614 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.7 15.2 0.2 0.3 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1217 - - 405 401 1190 - - HCM Lane V/C Ratio 0.008 - - 0.088 0.121 0.011 - - HCM Control Delay (s) 8 - - 14.7 15.2 8.1 - - HCM Lane LOS A - - B C A - - HCM 95th %tile Q(veh) 0 - - 0.3 0.4 0 - - 89 Lanes and Geometrics 2: Ziegler & Sage Creek/Site Access Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 100 0 100 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.947 0.949 0.981 0.995 Flt Protected 0.974 0.972 0.950 0.950 Satd. Flow (prot) 0 1718 0 0 1718 0 1770 1827 0 1770 1853 0 Flt Permitted 0.974 0.972 0.950 0.950 Satd. Flow (perm) 0 1718 0 0 1718 0 1770 1827 0 1770 1853 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 90 HCM 2010 TWSC 2: Ziegler & Sage Creek/Site Access Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 20 3 10 27 2 17 11 451 44 13 658 28 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 22 3 11 29 2 18 12 485 47 14 708 30 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1293 1307 723 1290 1298 509 738 0 0 532 0 0 Stage 1 751 751 - 532 532 - - - - - - - Stage 2 542 556 - 758 766 - - - - - - - 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 140 160 426 140 162 564 868 - - 1036 - - Stage 1 403 418 - 531 526 - - - - - - - Stage 2 525 513 - 399 412 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 131 156 426 132 158 564 868 - - 1036 - - Mov Cap-2 Maneuver 131 156 - 132 158 - - - - - - - Stage 1 397 412 - 524 519 - - - - - - - Stage 2 499 506 - 381 406 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 31.9 31.2 0.2 0.2 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 868 - - 169 186 1036 - - HCM Lane V/C Ratio 0.014 - - 0.21 0.266 0.013 - - HCM Control Delay (s) 9.2 - - 31.9 31.2 8.5 - - HCM Lane LOS A - - D D A - - HCM 95th %tile Q(veh) 0 - - 0.8 1 0 - - 91 Lanes and Geometrics 2: Ziegler & Sage Creek/Site Access Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 100 0 100 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.959 0.950 0.987 0.994 Flt Protected 0.970 0.971 0.950 0.950 Satd. Flow (prot) 0 1733 0 0 1718 0 1770 1839 0 1770 1852 0 Flt Permitted 0.970 0.971 0.950 0.950 Satd. Flow (perm) 0 1733 0 0 1718 0 1770 1839 0 1770 1852 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 92 HCM 2010 Roundabout 3: Ziegler & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 8 Intersection Intersection Delay, s/veh 8.9 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 253 387 202 377 Demand Flow Rate, veh/h 258 395 206 384 Vehicles Circulating, veh/h 339 216 442 221 Vehicles Exiting, veh/h 266 432 155 390 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 8.3 9.3 8.5 9.1 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 258 395 206 384 Cap Entry Lane, veh/h 805 910 726 906 Entry HV Adj Factor 0.980 0.979 0.979 0.982 Flow Entry, veh/h 253 387 202 377 Cap Entry, veh/h 789 892 711 890 V/C Ratio 0.320 0.434 0.284 0.424 Control Delay, s/veh 8.3 9.3 8.5 9.1 LOSAAAA 95th %tile Queue, veh 1212 93 HCM 2010 Roundabout 3: Ziegler & Kechter Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 8 Intersection Intersection Delay, s/veh 39.2 Intersection LOS E Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 260 531 444 818 Demand Flow Rate, veh/h 265 541 452 835 Vehicles Circulating, veh/h 792 407 630 342 Vehicles Exiting, veh/h 385 675 427 606 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 17.2 19.9 25.9 65.8 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 265 541 452 835 Cap Entry Lane, veh/h 512 752 602 803 Entry HV Adj Factor 0.980 0.981 0.981 0.980 Flow Entry, veh/h 260 531 444 818 Cap Entry, veh/h 502 738 591 787 V/C Ratio 0.518 0.719 0.751 1.040 Control Delay, s/veh 17.2 19.9 25.9 65.8 LOS C C D F 95th %tile Queue, veh 3 6 7 20 94 HCM 2010 TWSC 4: Evening Primrose/Site Access & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 96 273 8 1 276 47 14 0 4 31 0 73 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 113 321 9 1 325 55 16 0 5 36 0 86 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 380 0 0 331 0 0 950 934 326 909 911 352 Stage 1 - - - - - - 552 552 - 355 355 - Stage 2 - - - - - - 398 382 - 554 556 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1178 - - 1228 - - 240 266 715 256 274 692 Stage 1 - - - - - - 518 515 - 662 630 - Stage 2 - - - - - - 628 613 - 517 513 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1178 - - 1228 - - 195 240 715 235 248 692 Mov Cap-2 Maneuver - - - - - - 195 240 - 235 248 - Stage 1 - - - - - - 468 466 - 598 629 - Stage 2 - - - - - - 550 613 - 464 464 - Approach EB WB NB SB HCM Control Delay, s 2.1 0 22 16.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 233 1178 - - 1228 - - 438 HCM Lane V/C Ratio 0.091 0.096 - - 0.001 - - 0.279 HCM Control Delay (s) 22 8.4 - - 7.9 - - 16.4 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.3 0.3 - - 0 - - 1.1 95 Lanes and Geometrics 4: Evening Primrose/Site Access & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 0 100 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.996 0.978 0.968 0.905 Flt Protected 0.950 0.950 0.963 0.985 Satd. Flow (prot) 1770 1855 0 1770 1822 0 0 1736 0 0 1660 0 Flt Permitted 0.950 0.950 0.963 0.985 Satd. Flow (perm) 1770 1855 0 1770 1822 0 0 1736 0 0 1660 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 535 1269 509 348 Travel Time (s) 12.2 28.8 11.6 7.9 Intersection Summary Area Type: Other 96 HCM 2010 TWSC 4: Evening Primrose/Site Access & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 96 273 8 1 276 47 14 0 4 31 0 73 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 113 321 9 1 325 55 16 0 5 36 0 86 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 380 0 0 331 0 0 950 934 326 909 911 352 Stage 1 - - - - - - 552 552 - 355 355 - Stage 2 - - - - - - 398 382 - 554 556 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1178 - - 1228 - - 240 266 715 256 274 692 Stage 1 - - - - - - 518 515 - 662 630 - Stage 2 - - - - - - 628 613 - 517 513 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1178 - - 1228 - - 195 240 715 235 248 692 Mov Cap-2 Maneuver - - - - - - 195 240 - 235 248 - Stage 1 - - - - - - 468 466 - 598 629 - Stage 2 - - - - - - 550 613 - 464 464 - Approach EB WB NB SB HCM Control Delay, s 2.1 0 22 16.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 233 1178 - - 1228 - - 438 HCM Lane V/C Ratio 0.091 0.096 - - 0.001 - - 0.279 HCM Control Delay (s) 22 8.4 - - 7.9 - - 16.4 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.3 0.3 - - 0 - - 1.1 97 Lanes and Geometrics 4: Evening Primrose/Site Access & Kechter Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 0 100 0 0 0 0 0 Storage Lanes 1 0 1 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 0.994 0.982 0.975 0.905 Flt Protected 0.950 0.950 0.961 0.985 Satd. Flow (prot) 1770 1852 0 1770 1829 0 0 1745 0 0 1660 0 Flt Permitted 0.950 0.950 0.961 0.985 Satd. Flow (perm) 1770 1852 0 1770 1829 0 0 1745 0 0 1660 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 535 1269 509 294 Travel Time (s) 12.2 28.8 11.6 6.7 Intersection Summary Area Type: Other 98 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 35 208 65 58 222 29 64 19 74 15 21 37 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 36 217 36 60 231 24 67 20 27 16 22 33 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 568 900 765 586 802 83 607 276 372 615 258 387 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 1120 1863 1583 1122 1660 172 1343 720 972 1353 674 1011 Grp Volume(v), veh/h 36 217 36 60 0 255 67 0 47 16 0 55 Grp Sat Flow(s),veh/h/ln 1120 1863 1583 1122 0 1832 1343 0 1691 1353 0 1684 Q Serve(g_s), s 1.2 4.1 0.7 2.0 0.0 5.0 2.0 0.0 1.1 0.5 0.0 1.2 Cycle Q Clear(g_c), s 6.2 4.1 0.7 6.1 0.0 5.0 3.3 0.0 1.1 1.5 0.0 1.2 Prop In Lane 1.00 1.00 1.00 0.09 1.00 0.57 1.00 0.60 Lane Grp Cap(c), veh/h 568 900 765 586 0 886 607 0 648 615 0 646 V/C Ratio(X) 0.06 0.24 0.05 0.10 0.00 0.29 0.11 0.00 0.07 0.03 0.00 0.09 Avail Cap(c_a), veh/h 568 900 765 586 0 886 607 0 648 615 0 646 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 11.2 9.1 8.2 10.8 0.0 9.3 12.8 0.0 11.7 12.2 0.0 11.8 Incr Delay (d2), s/veh 0.2 0.6 0.1 0.4 0.0 0.8 0.4 0.0 0.2 0.1 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 2.2 0.3 0.7 0.0 2.7 0.8 0.0 0.5 0.2 0.0 0.6 LnGrp Delay(d),s/veh 11.4 9.7 8.3 11.2 0.0 10.1 13.2 0.0 12.0 12.3 0.0 12.1 LnGrp LOS BAAB BB BB B Approach Vol, veh/h 289 315 114 71 Approach Delay, s/veh 9.7 10.3 12.7 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 5.3 8.2 3.5 8.1 Green Ext Time (p_c), s 0.7 3.3 0.7 3.3 Intersection Summary HCM 2010 Ctrl Delay 10.6 HCM 2010 LOS B 99 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 16 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 100 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 46 334 86 97 263 47 80 44 65 43 41 56 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 48 348 43 101 274 40 83 46 17 45 43 36 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 561 962 818 521 821 120 539 454 168 555 328 275 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 989 1590 232 1314 1298 480 1334 938 786 Grp Volume(v), veh/h 48 348 43 101 0 314 83 0 63 45 0 79 Grp Sat Flow(s),veh/h/ln 1061 1863 1583 989 0 1822 1314 0 1778 1334 0 1724 Q Serve(g_s), s 1.7 6.7 0.8 4.1 0.0 6.0 2.8 0.0 1.4 1.4 0.0 1.9 Cycle Q Clear(g_c), s 7.7 6.7 0.8 10.7 0.0 6.0 4.6 0.0 1.4 2.8 0.0 1.9 Prop In Lane 1.00 1.00 1.00 0.13 1.00 0.27 1.00 0.46 Lane Grp Cap(c), veh/h 561 962 818 521 0 941 539 0 622 555 0 603 V/C Ratio(X) 0.09 0.36 0.05 0.19 0.00 0.33 0.15 0.00 0.10 0.08 0.00 0.13 Avail Cap(c_a), veh/h 561 962 818 521 0 941 539 0 622 555 0 603 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 10.7 8.6 7.2 11.8 0.0 8.5 14.9 0.0 13.1 14.1 0.0 13.3 Incr Delay (d2), s/veh 0.3 1.1 0.1 0.8 0.0 1.0 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 3.7 0.4 1.2 0.0 3.2 1.1 0.0 0.8 0.6 0.0 1.0 LnGrp Delay(d),s/veh 11.0 9.7 7.3 12.6 0.0 9.4 15.5 0.0 13.5 14.4 0.0 13.7 LnGrp LOS BAAB AB BB B Approach Vol, veh/h 439 415 146 124 Approach Delay, s/veh 9.6 10.2 14.6 14.0 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 6.6 9.7 4.8 12.7 Green Ext Time (p_c), s 1.0 5.1 1.0 4.8 Intersection Summary HCM 2010 Ctrl Delay 11.0 HCM 2010 LOS B 101 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 16 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 102 HCM 2010 TWSC 6: Lady Moon & Saber Cat Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 18 Intersection Int Delay, s/veh 2.9 Movement SEL SER NEL NET SWT SWR Vol, veh/h 15 19 29 43 55 20 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 0 250 - - 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 17 21 33 48 62 22 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 175 62 62 0 - 0 Stage 1 62 - - - - - Stage 2 113 - - - - - 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 815 1003 1541 - - - Stage 1 961 - - - - - Stage 2 912 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 798 1003 1541 - - - Mov Cap-2 Maneuver 798 - - - - - Stage 1 961 - - - - - Stage 2 892 - - - - - Approach SE NE SW HCM Control Delay, s 9.1 3 0 HCM LOS A Minor Lane/Major Mvmt NEL NET SELn1 SELn2 SWT SWR Capacity (veh/h) 1541 - 798 1003 - - HCM Lane V/C Ratio 0.021 - 0.021 0.021 - - HCM Control Delay (s) 7.4 - 9.6 8.7 - - HCM Lane LOS A - A A - - HCM 95th %tile Q(veh) 0.1 - 0.1 0.1 - - 103 Lanes and Geometrics 6: Lady Moon & Saber Cat Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 17 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 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 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 104 HCM 2010 TWSC 6: Lady Moon & Saber Cat Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 18 Intersection Int Delay, s/veh 4.3 Movement SEL SER NEL NET SWT SWR Vol, veh/h 29 64 61 65 77 20 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 0 250 - - 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 33 73 69 74 88 23 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 301 88 88 0 - 0 Stage 1 88 - - - - - Stage 2 213 - - - - - 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 691 970 1508 - - - Stage 1 935 - - - - - Stage 2 823 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 659 970 1508 - - - Mov Cap-2 Maneuver 659 - - - - - Stage 1 935 - - - - - Stage 2 785 - - - - - Approach SE NE SW HCM Control Delay, s 9.6 3.6 0 HCM LOS A Minor Lane/Major Mvmt NEL NET SELn1 SELn2 SWT SWR Capacity (veh/h) 1508 - 659 970 - - HCM Lane V/C Ratio 0.046 - 0.05 0.075 - - HCM Control Delay (s) 7.5 - 10.8 9 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.1 - 0.2 0.2 - - 105 Lanes and Geometrics 6: Lady Moon & Saber Cat Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 17 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 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 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 106 APPENDIX G 107 HCM 2010 TWSC Kechter Site Access East of Evening Primrose 4: Evening Primrose & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 4 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 369 8 1 349 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 434 9 1 411 16 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 444 0 852 439 Stage 1 - - - - 439 - Stage 2 - - - - 413 - 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 - - 1116 - 330 618 Stage 1 - - - - 650 - Stage 2 - - - - 668 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1116 - 330 618 Mov Cap-2 Maneuver - - - - 330 - Stage 1 - - - - 650 - Stage 2 - - - - 667 - Approach EB WB NB HCM Control Delay, s 0 0 15.4 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 368 - - 1116 - HCM Lane V/C Ratio 0.058 - - 0.001 - HCM Control Delay (s) 15.4 - - 8.2 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - 108 Lanes and Geometrics Kechter Site Access East of Evening Primrose 4: Evening Primrose & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 3 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) 535 470 509 Travel Time (s) 12.2 10.7 11.6 Intersection Summary Area Type: Other 109 HCM 2010 TWSC Kechter Site Access East of Evening Primrose 4: Evening Primrose & Kechter Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 4 Intersection Int Delay, s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 525 19 8 425 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 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 618 22 9 500 31 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 640 0 1148 629 Stage 1 - - - - 629 - Stage 2 - - - - 519 - 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 - - 944 - 220 482 Stage 1 - - - - 531 - Stage 2 - - - - 597 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 944 - 218 482 Mov Cap-2 Maneuver - - - - 218 - Stage 1 - - - - 531 - Stage 2 - - - - 591 - Approach EB WB NB HCM Control Delay, s 0 0.2 22.5 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 243 - - 944 - HCM Lane V/C Ratio 0.155 - - 0.01 - HCM Control Delay (s) 22.5 - - 8.9 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.5 - - 0 - 110 Lanes and Geometrics Kechter Site Access East of Evening Primrose 4: Evening Primrose & Kechter Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 3 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) 535 470 509 Travel Time (s) 12.2 10.7 11.6 Intersection Summary Area Type: Other 111 HCM 2010 TWSC Kechter Site Access East of Evening Primrose 5: Kechter & Site Access Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 6 Intersection Int Delay, s/veh 2.7 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 96 277 277 47 31 73 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 113 326 326 55 36 86 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 381 0 - 0 906 354 Stage 1 - - - - 354 - Stage 2 - - - - 552 - 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 1177 - - - 307 690 Stage 1 - - - - 710 - Stage 2 - - - - 577 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1177 - - - 278 690 Mov Cap-2 Maneuver - - - - 396 - Stage 1 - - - - 710 - Stage 2 - - - - 522 - Approach EB WB SB HCM Control Delay, s 2.2 0 13.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1177 - - - 565 HCM Lane V/C Ratio 0.096 - - - 0.217 HCM Control Delay (s) 8.4 - - - 13.1 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.3 - - - 0.8 112 Lanes and Geometrics Kechter Site Access East of Evening Primrose 5: Kechter & Site Access Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 5 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 0 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 0.981 0.905 Flt Protected 0.950 0.985 Satd. Flow (prot) 1770 1863 1827 0 1660 0 Flt Permitted 0.950 0.985 Satd. Flow (perm) 1770 1863 1827 0 1660 0 Link Speed (mph) 30 30 30 Link Distance (ft) 470 743 339 Travel Time (s) 10.7 16.9 7.7 Intersection Summary Area Type: Other 113 HCM 2010 TWSC Kechter Site Access East of Evening Primrose 5: Kechter & Site Access Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 6 Intersection Int Delay, s/veh 2.3 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 96 435 360 47 31 73 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 113 512 424 55 36 86 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 479 0 - 0 1189 451 Stage 1 - - - - 451 - Stage 2 - - - - 738 - 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 1083 - - - 208 608 Stage 1 - - - - 642 - Stage 2 - - - - 473 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1083 - - - 186 608 Mov Cap-2 Maneuver - - - - 313 - Stage 1 - - - - 642 - Stage 2 - - - - 424 - Approach EB WB SB HCM Control Delay, s 1.6 0 15.2 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1083 - - - 475 HCM Lane V/C Ratio 0.104 - - - 0.258 HCM Control Delay (s) 8.7 - - - 15.2 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0.3 - - - 1 114 Lanes and Geometrics Kechter Site Access East of Evening Primrose 5: Kechter & Site Access Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 5 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 0 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 0.984 0.905 Flt Protected 0.950 0.985 Satd. Flow (prot) 1770 1863 1833 0 1660 0 Flt Permitted 0.950 0.985 Satd. Flow (perm) 1770 1863 1833 0 1660 0 Link Speed (mph) 30 30 30 Link Distance (ft) 470 743 339 Travel Time (s) 10.7 16.9 7.7 Intersection Summary Area Type: Other 115 APPENDIX H 116 HCM 2010 Roundabout Kechter 3/4 Site Access East of Evening Primrose 3: Ziegler & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 2 Intersection Intersection Delay, s/veh 9.5 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 253 423 202 377 Demand Flow Rate, veh/h 258 432 206 384 Vehicles Circulating, veh/h 376 216 479 258 Vehicles Exiting, veh/h 266 469 155 390 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 8.7 10.0 8.9 9.7 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 258 432 206 384 Cap Entry Lane, veh/h 776 910 700 873 Entry HV Adj Factor 0.980 0.980 0.979 0.982 Flow Entry, veh/h 253 423 202 377 Cap Entry, veh/h 760 892 685 858 V/C Ratio 0.333 0.474 0.294 0.440 Control Delay, s/veh 8.7 10.0 8.9 9.7 LOSAAAA 95th %tile Queue, veh 1312 117 HCM 2010 Roundabout Kechter 3/4 Site Access East of Evening Primrose 3: Ziegler & Kechter Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 2 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 239 517 401 740 Demand Flow Rate, veh/h 244 528 409 755 Vehicles Circulating, veh/h 754 368 610 347 Vehicles Exiting, veh/h 348 651 388 549 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 14.9 17.3 20.4 42.9 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 244 528 409 755 Cap Entry Lane, veh/h 532 782 614 799 Entry HV Adj Factor 0.980 0.979 0.981 0.980 Flow Entry, veh/h 239 517 401 740 Cap Entry, veh/h 521 766 602 783 V/C Ratio 0.459 0.675 0.666 0.945 Control Delay, s/veh 14.9 17.3 20.4 42.9 LOS B C C E 95th %tile Queue, veh 2 5 5 14 118 HCM 2010 TWSC Kechter 3/4 Site Access East of Evening Primrose 4: Evening Primrose & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 5 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 400 8 1 380 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 471 9 1 447 16 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 480 0 924 475 Stage 1 - - - - 475 - Stage 2 - - - - 449 - 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 - - 1082 - 299 590 Stage 1 - - - - 626 - Stage 2 - - - - 643 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1082 - 299 590 Mov Cap-2 Maneuver - - - - 299 - Stage 1 - - - - 626 - Stage 2 - - - - 642 - Approach EB WB NB HCM Control Delay, s 0 0 16.4 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 336 - - 1082 - HCM Lane V/C Ratio 0.063 - - 0.001 - HCM Control Delay (s) 16.4 - - 8.3 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - 119 Lanes and Geometrics Kechter 3/4 Site Access East of Evening Primrose 4: Evening Primrose & Kechter Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 4 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) 535 470 509 Travel Time (s) 12.2 10.7 11.6 Intersection Summary Area Type: Other 120 HCM 2010 TWSC Kechter 3/4 Site Access East of Evening Primrose 4: Evening Primrose & Kechter Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 5 Intersection Int Delay, s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 556 19 8 456 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 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 654 22 9 536 31 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 676 0 1220 665 Stage 1 - - - - 665 - Stage 2 - - - - 555 - 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 - - 915 - 199 460 Stage 1 - - - - 511 - Stage 2 - - - - 575 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 915 - 197 460 Mov Cap-2 Maneuver - - - - 197 - Stage 1 - - - - 511 - Stage 2 - - - - 569 - Approach EB WB NB HCM Control Delay, s 0 0.2 24.6 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 221 - - 915 - HCM Lane V/C Ratio 0.17 - - 0.01 - HCM Control Delay (s) 24.6 - - 9 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.6 - - 0 - 121 Lanes and Geometrics Kechter 3/4 Site Access East of Evening Primrose 4: Evening Primrose & Kechter Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 4 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 0.975 Flt Protected 0.950 0.961 Satd. Flow (prot) 1855 0 1770 1863 1745 0 Flt Permitted 0.950 0.961 Satd. Flow (perm) 1855 0 1770 1863 1745 0 Link Speed (mph) 30 30 30 Link Distance (ft) 535 470 509 Travel Time (s) 12.2 10.7 11.6 Intersection Summary Area Type: Other 122 HCM 2010 TWSC Kechter 3/4 Site Access East of Evening Primrose 5: Kechter & Site Access Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 7 Intersection Int Delay, s/veh 2.4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 96 308 277 47 0 104 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 113 362 326 55 0 122 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 381 0 - 0 942 354 Stage 1 - - - - 354 - Stage 2 - - - - 588 - 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 1177 - - - 292 690 Stage 1 - - - - 710 - Stage 2 - - - - 555 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1177 - - - 264 690 Mov Cap-2 Maneuver - - - - 383 - Stage 1 - - - - 710 - Stage 2 - - - - 502 - Approach EB WB SB HCM Control Delay, s 2 0 11.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1177 - - - 690 HCM Lane V/C Ratio 0.096 - - - 0.177 HCM Control Delay (s) 8.4 - - - 11.3 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.3 - - - 0.6 123 Lanes and Geometrics Kechter 3/4 Site Access East of Evening Primrose 5: Kechter & Site Access Short Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 6 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 0 0 Storage Lanes 1 0 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 0.981 0.865 Flt Protected 0.950 Satd. Flow (prot) 1770 1863 1827 0 0 1611 Flt Permitted 0.950 Satd. Flow (perm) 1770 1863 1827 0 0 1611 Link Speed (mph) 30 30 30 Link Distance (ft) 470 743 339 Travel Time (s) 10.7 16.9 7.7 Intersection Summary Area Type: Other 124 HCM 2010 TWSC Kechter 3/4 Site Access East of Evening Primrose 5: Kechter & Site Access Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 7 Intersection Int Delay, s/veh 2 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 96 466 360 47 0 104 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 113 548 424 55 0 122 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 479 0 - 0 1225 451 Stage 1 - - - - 451 - Stage 2 - - - - 774 - 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 1083 - - - 198 608 Stage 1 - - - - 642 - Stage 2 - - - - 455 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1083 - - - 177 608 Mov Cap-2 Maneuver - - - - 302 - Stage 1 - - - - 642 - Stage 2 - - - - 408 - Approach EB WB SB HCM Control Delay, s 1.5 0 12.4 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1083 - - - 608 HCM Lane V/C Ratio 0.104 - - - 0.201 HCM Control Delay (s) 8.7 - - - 12.4 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.3 - - - 0.7 125 Lanes and Geometrics Kechter 3/4 Site Access East of Evening Primrose 5: Kechter & Site Access Short Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 6 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 0 0 Storage Lanes 1 0 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 0.984 0.865 Flt Protected 0.950 Satd. Flow (prot) 1770 1863 1833 0 0 1611 Flt Permitted 0.950 Satd. Flow (perm) 1770 1863 1833 0 0 1611 Link Speed (mph) 30 30 30 Link Distance (ft) 470 743 339 Travel Time (s) 10.7 16.9 7.7 Intersection Summary Area Type: Other 126 APPENDIX I 127 HCM 2010 TWSC 1: Ziegler & Saber Cat Long Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 20 5 20 20 5 30 25 315 45 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 - - 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 21 5 32 26 332 47 63 358 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 926 932 374 921 924 355 389 0 0 379 0 0 Stage 1 500 500 - 408 408 - - - - - - - Stage 2 426 432 - 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 249 266 672 251 269 689 1170 - - 1179 - - Stage 1 553 543 - 620 597 - - - - - - - Stage 2 606 582 - 544 534 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 220 246 672 226 249 689 1170 - - 1179 - - Mov Cap-2 Maneuver 220 246 - 226 249 - - - - - - - Stage 1 541 514 - 606 584 - - - - - - - Stage 2 560 569 - 494 505 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 17.3 15.9 0.5 1.1 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1170 - - 220 499 226 550 1179 - - HCM Lane V/C Ratio 0.022 - - 0.096 0.053 0.093 0.067 0.054 - - HCM Control Delay (s) 8.1 - - 23.1 12.6 22.6 12 8.2 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0.1 - - 0.3 0.2 0.3 0.2 0.2 - - 128 Lanes and Geometrics 1: Ziegler & Saber Cat Long Total Saturday Noon 4/30/2014 Baseline Synchro 8 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 0.870 0.981 0.988 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1637 0 1770 1621 0 1770 1827 0 1770 1840 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1637 0 1770 1621 0 1770 1827 0 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 129 HCM 2010 TWSC 1: Ziegler & Saber Cat Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 7.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 30 10 30 45 5 100 25 485 55 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 - - 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 47 5 105 26 511 58 79 784 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1610 1584 805 1576 1576 539 826 0 0 568 0 0 Stage 1 963 963 - 592 592 - - - - - - - Stage 2 647 621 - 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 84 108 382 89 110 542 805 - - 1004 - - Stage 1 307 334 - 493 494 - - - - - - - Stage 2 460 479 - 299 327 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 60 96 382 69 98 542 805 - - 1004 - - Mov Cap-2 Maneuver 60 96 - 69 98 - - - - - - - Stage 1 297 308 - 477 478 - - - - - - - Stage 2 355 464 - 244 301 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 65.2 50.6 0.4 0.8 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 805 - - 60 219 69 446 1004 - - HCM Lane V/C Ratio 0.033 - - 0.526 0.192 0.686 0.248 0.079 - - HCM Control Delay (s) 9.6 - - 118.3 25.3 131.9 15.7 8.9 - - HCM Lane LOS A - - F D F C A - - HCM 95th %tile Q(veh) 0.1 - - 2.1 0.7 3.1 1 0.3 - - 130 Lanes and Geometrics 1: Ziegler & Saber Cat Long Total PM 4/30/2014 Baseline Synchro 8 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 0.888 0.857 0.985 0.992 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1654 0 1770 1596 0 1770 1835 0 1770 1848 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1654 0 1770 1596 0 1770 1835 0 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 131 HCM 2010 TWSC 2: Ziegler & Sage Creek/Site Access Long Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 20 5 15 25 5 15 10 350 45 15 355 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 - - 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 16 26 5 16 11 368 53 16 374 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 839 855 382 840 837 395 389 0 0 421 0 0 Stage 1 413 413 - 416 416 - - - - - - - Stage 2 426 442 - 424 421 - - - - - - - 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 285 296 665 285 303 654 1170 - - 1138 - - Stage 1 616 594 - 614 592 - - - - - - - Stage 2 606 576 - 608 589 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 269 289 665 269 296 654 1170 - - 1138 - - Mov Cap-2 Maneuver 269 289 - 269 296 - - - - - - - Stage 1 610 586 - 608 586 - - - - - - - Stage 2 581 571 - 580 581 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 16.7 17.3 0.2 0.3 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1170 - - 350 339 1138 - - HCM Lane V/C Ratio 0.009 - - 0.12 0.14 0.014 - - HCM Control Delay (s) 8.1 - - 16.7 17.3 8.2 - - HCM Lane LOS A - - C C A - - HCM 95th %tile Q(veh) 0 - - 0.4 0.5 0 - - 132 Lanes and Geometrics 2: Ziegler & Sage Creek/Site Access Long Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 100 0 100 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.949 0.954 0.981 0.994 Flt Protected 0.976 0.973 0.950 0.950 Satd. Flow (prot) 0 1725 0 0 1729 0 1770 1827 0 1770 1852 0 Flt Permitted 0.976 0.973 0.950 0.950 Satd. Flow (perm) 0 1725 0 0 1729 0 1770 1827 0 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 133 HCM 2010 TWSC 2: Ziegler & Sage Creek/Site Access Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 20 5 15 25 5 15 10 520 45 15 780 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 - - 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 16 26 5 16 11 547 53 16 821 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1473 1489 837 1474 1479 574 853 0 0 600 0 0 Stage 1 868 868 - 595 595 - - - - - - - Stage 2 605 621 - 879 884 - - - - - - - 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 105 124 367 105 126 518 786 - - 977 - - Stage 1 347 370 - 491 492 - - - - - - - Stage 2 485 479 - 342 363 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 96 120 367 95 122 518 786 - - 977 - - Mov Cap-2 Maneuver 96 120 - 95 122 - - - - - - - Stage 1 342 364 - 484 485 - - - - - - - Stage 2 459 472 - 317 357 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 42.2 45.4 0.2 0.2 HCM LOS E E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 786 - - 138 135 977 - - HCM Lane V/C Ratio 0.013 - - 0.305 0.351 0.016 - - HCM Control Delay (s) 9.6 - - 42.2 45.4 8.7 - - HCM Lane LOS A - - E E A - - HCM 95th %tile Q(veh) 0 - - 1.2 1.4 0 - - 134 Lanes and Geometrics 2: Ziegler & Sage Creek/Site Access Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 100 0 100 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.949 0.954 0.987 0.994 Flt Protected 0.976 0.973 0.950 0.950 Satd. Flow (prot) 0 1725 0 0 1729 0 1770 1839 0 1770 1852 0 Flt Permitted 0.976 0.973 0.950 0.950 Satd. Flow (perm) 0 1725 0 0 1729 0 1770 1839 0 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 135 HCM 2010 Roundabout 3: Ziegler & Kechter Long Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 8 Intersection Intersection Delay, s/veh 10.1 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 279 432 222 416 Demand Flow Rate, veh/h 284 441 227 425 Vehicles Circulating, veh/h 377 237 483 248 Vehicles Exiting, veh/h 296 473 178 430 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 9.3 10.6 9.4 10.4 Approach LOS ABAB 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 284 441 227 425 Cap Entry Lane, veh/h 775 892 697 882 Entry HV Adj Factor 0.981 0.979 0.980 0.979 Flow Entry, veh/h 279 432 222 416 Cap Entry, veh/h 760 872 683 863 V/C Ratio 0.366 0.495 0.326 0.482 Control Delay, s/veh 9.3 10.6 9.4 10.4 LOSABAB 95th %tile Queue, veh 2313 136 HCM 2010 Roundabout 3: Ziegler & Kechter Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 8 Intersection Intersection Delay, s/veh 50.0 Intersection LOS F Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 263 543 468 862 Demand Flow Rate, veh/h 268 553 477 880 Vehicles Circulating, veh/h 843 423 632 354 Vehicles Exiting, veh/h 391 686 479 622 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 19.2 21.8 29.5 88.3 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 268 553 477 880 Cap Entry Lane, veh/h 486 740 601 793 Entry HV Adj Factor 0.980 0.981 0.982 0.980 Flow Entry, veh/h 263 543 468 862 Cap Entry, veh/h 477 726 590 777 V/C Ratio 0.551 0.747 0.794 1.110 Control Delay, s/veh 19.2 21.8 29.5 88.3 LOS C C D F 95th %tile Queue, veh 3 7 8 24 137 HCM 2010 TWSC 4: Evening Primrose/Site Access & Kechter Long Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 95 310 10 5 320 45 15 0 5 30 0 75 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 95 95 95 95 85 95 85 95 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 112 326 11 5 337 53 16 0 5 35 0 88 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 390 0 0 337 0 0 973 955 332 932 934 363 Stage 1 - - - - - - 555 555 - 374 374 - Stage 2 - - - - - - 418 400 - 558 560 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1169 - - 1222 - - 231 258 710 247 266 682 Stage 1 - - - - - - 516 513 - 647 618 - Stage 2 - - - - - - 612 602 - 514 511 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1169 - - 1222 - - 186 232 710 226 240 682 Mov Cap-2 Maneuver - - - - - - 186 232 - 226 240 - Stage 1 - - - - - - 467 464 - 585 615 - Stage 2 - - - - - - 531 600 - 461 462 - Approach EB WB NB SB HCM Control Delay, s 2.1 0.1 22.4 16.6 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 228 1169 - - 1222 - - 433 HCM Lane V/C Ratio 0.092 0.096 - - 0.004 - - 0.285 HCM Control Delay (s) 22.4 8.4 - - 8 - - 16.6 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.3 0.3 - - 0 - - 1.2 138 Lanes and Geometrics 4: Evening Primrose/Site Access & Kechter Long Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 0 100 0 0 0 0 0 Storage Lanes 1 0 1 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 0.995 0.980 0.968 0.903 Flt Protected 0.950 0.950 0.963 0.986 Satd. Flow (prot) 1770 1853 0 1770 1825 0 0 1736 0 0 1659 0 Flt Permitted 0.950 0.950 0.963 0.986 Satd. Flow (perm) 1770 1853 0 1770 1825 0 0 1736 0 0 1659 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 535 1269 509 279 Travel Time (s) 12.2 28.8 11.6 6.3 Intersection Summary Area Type: Other 139 HCM 2010 TWSC 4: Evening Primrose/Site Access & Kechter Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 95 500 20 10 415 45 25 0 5 30 0 75 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 95 95 95 95 85 95 85 95 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 112 526 21 11 437 53 26 0 5 35 0 88 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 490 0 0 547 0 0 1288 1271 537 1247 1255 463 Stage 1 - - - - - - 760 760 - 484 484 - Stage 2 - - - - - - 528 511 - 763 771 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1073 - - 1022 - - 141 168 544 150 172 599 Stage 1 - - - - - - 398 414 - 564 552 - Stage 2 - - - - - - 534 537 - 397 410 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1073 - - 1022 - - 110 149 544 136 152 599 Mov Cap-2 Maneuver - - - - - - 110 149 - 136 152 - Stage 1 - - - - - - 356 371 - 505 546 - Stage 2 - - - - - - 450 531 - 352 367 - Approach EB WB NB SB HCM Control Delay, s 1.5 0.2 42.5 24.7 HCM LOS E C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 127 1073 - - 1022 - - 304 HCM Lane V/C Ratio 0.249 0.104 - - 0.01 - - 0.406 HCM Control Delay (s) 42.5 8.7 - - 8.6 - - 24.7 HCM Lane LOS E A - - A - - C HCM 95th %tile Q(veh) 0.9 0.3 - - 0 - - 1.9 140 Lanes and Geometrics 4: Evening Primrose/Site Access & Kechter Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 0 100 0 0 0 0 0 Storage Lanes 1 0 1 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 0.994 0.984 0.978 0.903 Flt Protected 0.950 0.950 0.960 0.986 Satd. Flow (prot) 1770 1852 0 1770 1833 0 0 1749 0 0 1659 0 Flt Permitted 0.950 0.950 0.960 0.986 Satd. Flow (perm) 1770 1852 0 1770 1833 0 0 1749 0 0 1659 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 535 1269 509 279 Travel Time (s) 12.2 28.8 11.6 6.3 Intersection Summary Area Type: Other 141 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Long Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 40 235 75 70 255 35 75 25 90 20 30 45 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 42 245 46 73 266 30 78 26 44 21 31 41 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 512 869 739 538 767 87 614 249 422 615 292 386 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 1079 1863 1583 1084 1645 185 1323 623 1054 1325 729 964 Grp Volume(v), veh/h 42 245 46 73 0 296 78 0 70 21 0 72 Grp Sat Flow(s),veh/h/ln 1079 1863 1583 1084 0 1830 1323 0 1677 1325 0 1693 Q Serve(g_s), s 1.5 4.8 1.0 2.7 0.0 6.2 2.4 0.0 1.6 0.6 0.0 1.6 Cycle Q Clear(g_c), s 7.7 4.8 1.0 7.5 0.0 6.2 4.0 0.0 1.6 2.2 0.0 1.6 Prop In Lane 1.00 1.00 1.00 0.10 1.00 0.63 1.00 0.57 Lane Grp Cap(c), veh/h 512 869 739 538 0 854 614 0 671 615 0 677 V/C Ratio(X) 0.08 0.28 0.06 0.14 0.00 0.35 0.13 0.00 0.10 0.03 0.00 0.11 Avail Cap(c_a), veh/h 512 869 739 538 0 854 614 0 671 615 0 677 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 12.6 9.8 8.8 12.1 0.0 10.2 12.5 0.0 11.3 12.0 0.0 11.3 Incr Delay (d2), s/veh 0.3 0.8 0.2 0.5 0.0 1.1 0.4 0.0 0.3 0.1 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 2.6 0.4 0.9 0.0 3.3 0.9 0.0 0.8 0.2 0.0 0.8 LnGrp Delay(d),s/veh 12.9 10.6 9.0 12.7 0.0 11.3 12.9 0.0 11.6 12.1 0.0 11.6 LnGrp LOS BBAB BB BB B Approach Vol, veh/h 333 369 148 93 Approach Delay, s/veh 10.7 11.6 12.3 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 6.0 9.7 4.2 9.5 Green Ext Time (p_c), s 1.0 3.8 1.0 3.8 Intersection Summary HCM 2010 Ctrl Delay 11.4 HCM 2010 LOS B 142 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Long Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 16 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 143 HCM 2010 Signalized Intersection Summary 5: Lady Moon & Kechter Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 55 390 95 115 320 55 90 55 80 50 50 65 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 57 406 67 120 333 51 94 57 33 52 52 62 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 443 869 739 412 737 113 574 443 257 598 310 370 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 995 1863 1583 917 1578 242 1273 1108 641 1301 775 924 Grp Volume(v), veh/h 57 406 67 120 0 384 94 0 90 52 0 114 Grp Sat Flow(s),veh/h/ln 995 1863 1583 917 0 1820 1273 0 1750 1301 0 1700 Q Serve(g_s), s 2.5 8.9 1.4 6.2 0.0 8.6 3.1 0.0 2.0 1.6 0.0 2.6 Cycle Q Clear(g_c), s 11.0 8.9 1.4 15.1 0.0 8.6 5.7 0.0 2.0 3.5 0.0 2.6 Prop In Lane 1.00 1.00 1.00 0.13 1.00 0.37 1.00 0.54 Lane Grp Cap(c), veh/h 443 869 739 412 0 849 574 0 700 598 0 680 V/C Ratio(X) 0.13 0.47 0.09 0.29 0.00 0.45 0.16 0.00 0.13 0.09 0.00 0.17 Avail Cap(c_a), veh/h 443 869 739 412 0 849 574 0 700 598 0 680 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 14.5 10.9 8.9 16.1 0.0 10.8 13.4 0.0 11.4 12.5 0.0 11.6 Incr Delay (d2), s/veh 0.6 1.8 0.2 1.8 0.0 1.7 0.6 0.0 0.4 0.3 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 0.8 4.9 0.7 1.8 0.0 4.7 1.2 0.0 1.0 0.6 0.0 1.3 LnGrp Delay(d),s/veh 15.1 12.7 9.2 17.8 0.0 12.6 14.0 0.0 11.8 12.8 0.0 12.1 LnGrp LOS BBAB BB BB B Approach Vol, veh/h 530 504 184 166 Approach Delay, s/veh 12.5 13.8 12.9 12.3 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 7.7 13.0 5.5 17.1 Green Ext Time (p_c), s 1.5 5.5 1.5 4.6 Intersection Summary HCM 2010 Ctrl Delay 13.0 HCM 2010 LOS B 144 Timing Report, Sorted By Phase 5: Lady Moon & Kechter Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 16 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 145 HCM 2010 TWSC 6: Lady Moon & Saber Cat Long Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 18 Intersection Int Delay, s/veh 2.9 Movement SEL SER NEL NET SWT SWR Vol, veh/h 15 20 30 45 60 20 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 0 250 - - 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 16 21 32 47 63 21 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 174 63 63 0 - 0 Stage 1 63 - - - - - Stage 2 111 - - - - - 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 816 1002 1540 - - - Stage 1 960 - - - - - Stage 2 914 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 799 1002 1540 - - - Mov Cap-2 Maneuver 799 - - - - - Stage 1 960 - - - - - Stage 2 895 - - - - - Approach SE NE SW HCM Control Delay, s 9.1 3 0 HCM LOS A Minor Lane/Major Mvmt NEL NET SELn1 SELn2 SWT SWR Capacity (veh/h) 1540 - 799 1002 - - HCM Lane V/C Ratio 0.021 - 0.02 0.021 - - HCM Control Delay (s) 7.4 - 9.6 8.7 - - HCM Lane LOS A - A A - - HCM 95th %tile Q(veh) 0.1 - 0.1 0.1 - - 146 Lanes and Geometrics 6: Lady Moon & Saber Cat Long Total Saturday Noon 4/30/2014 Baseline Synchro 8 Light Report Page 17 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 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 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 147 HCM 2010 TWSC 6: Lady Moon & Saber Cat Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 18 Intersection Int Delay, s/veh 4.4 Movement SEL SER NEL NET SWT SWR Vol, veh/h 35 70 65 65 80 20 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 0 250 - - 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 37 74 68 68 84 21 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 289 84 84 0 - 0 Stage 1 84 - - - - - Stage 2 205 - - - - - 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 702 975 1513 - - - Stage 1 939 - - - - - Stage 2 829 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 670 975 1513 - - - Mov Cap-2 Maneuver 670 - - - - - Stage 1 939 - - - - - Stage 2 792 - - - - - Approach SE NE SW HCM Control Delay, s 9.6 3.7 0 HCM LOS A Minor Lane/Major Mvmt NEL NET SELn1 SELn2 SWT SWR Capacity (veh/h) 1513 - 670 975 - - HCM Lane V/C Ratio 0.045 - 0.055 0.076 - - HCM Control Delay (s) 7.5 - 10.7 9 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.1 - 0.2 0.2 - - 148 Lanes and Geometrics 6: Lady Moon & Saber Cat Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 17 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 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 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 149 APPENDIX J 150 HCM 2010 TWSC Kechter Site Access East of Evening Primrose 4: Evening Primrose & Kechter Long Total Sat Noon 4/30/2014 Baseline Synchro 8 Light Report Page 4 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 405 10 5 395 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 426 11 5 416 16 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 437 0 858 432 Stage 1 - - - - 432 - Stage 2 - - - - 426 - 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 - - 1123 - 327 624 Stage 1 - - - - 655 - Stage 2 - - - - 659 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1123 - 326 624 Mov Cap-2 Maneuver - - - - 326 - Stage 1 - - - - 655 - Stage 2 - - - - 656 - Approach EB WB NB HCM Control Delay, s 0 0.1 15.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 370 - - 1123 - HCM Lane V/C Ratio 0.057 - - 0.005 - HCM Control Delay (s) 15.3 - - 8.2 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - 151 Lanes and Geometrics Kechter Site Access East of Evening Primrose 4: Evening Primrose & Kechter Long Total Sat Noon 4/30/2014 Baseline Synchro 8 Light Report Page 3 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) 535 470 509 Travel Time (s) 12.2 10.7 11.6 Intersection Summary Area Type: Other 152 HCM 2010 TWSC Kechter Site Access East of Evening Primrose 4: Evening Primrose & Kechter Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 4 Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 595 20 10 490 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 626 21 11 516 26 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 647 0 1174 637 Stage 1 - - - - 637 - Stage 2 - - - - 537 - 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 - - 939 - 212 477 Stage 1 - - - - 527 - Stage 2 - - - - 586 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 939 - 210 477 Mov Cap-2 Maneuver - - - - 210 - Stage 1 - - - - 527 - Stage 2 - - - - 579 - Approach EB WB NB HCM Control Delay, s 0 0.2 22.9 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 232 - - 939 - HCM Lane V/C Ratio 0.136 - - 0.011 - HCM Control Delay (s) 22.9 - - 8.9 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.5 - - 0 - 153 Lanes and Geometrics Kechter Site Access East of Evening Primrose 4: Evening Primrose & Kechter Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 3 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 0.978 Flt Protected 0.950 0.960 Satd. Flow (prot) 1855 0 1770 1863 1749 0 Flt Permitted 0.950 0.960 Satd. Flow (perm) 1855 0 1770 1863 1749 0 Link Speed (mph) 30 30 30 Link Distance (ft) 535 470 509 Travel Time (s) 12.2 10.7 11.6 Intersection Summary Area Type: Other 154 HCM 2010 TWSC Kechter Site Access East of Evening Primrose 5: Kechter & Site Access Long Total Sat Noon 4/30/2014 Baseline Synchro 8 Light Report Page 6 Intersection Int Delay, s/veh 2.4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 95 315 325 45 30 75 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 100 332 342 47 32 79 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 389 0 - 0 898 366 Stage 1 - - - - 366 - Stage 2 - - - - 532 - 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 1170 - - - 310 679 Stage 1 - - - - 702 - Stage 2 - - - - 589 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1170 - - - 284 679 Mov Cap-2 Maneuver - - - - 404 - Stage 1 - - - - 702 - Stage 2 - - - - 539 - Approach EB WB SB HCM Control Delay, s 1.9 0 12.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1170 - - - 568 HCM Lane V/C Ratio 0.085 - - - 0.195 HCM Control Delay (s) 8.4 - - - 12.9 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.3 - - - 0.7 155 Lanes and Geometrics Kechter Site Access East of Evening Primrose 5: Kechter & Site Access Long Total Sat Noon 4/30/2014 Baseline Synchro 8 Light Report Page 5 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 0 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 0.984 0.904 Flt Protected 0.950 0.986 Satd. Flow (prot) 1770 1863 1833 0 1660 0 Flt Permitted 0.950 0.986 Satd. Flow (perm) 1770 1863 1833 0 1660 0 Link Speed (mph) 30 30 30 Link Distance (ft) 470 743 339 Travel Time (s) 10.7 16.9 7.7 Intersection Summary Area Type: Other 156 HCM 2010 TWSC Kechter Site Access East of Evening Primrose 5: Kechter & Site Access Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 6 Intersection Int Delay, s/veh 2 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 95 505 425 45 30 75 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 100 532 447 47 32 79 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 495 0 - 0 1203 471 Stage 1 - - - - 471 - Stage 2 - - - - 732 - 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 1069 - - - 204 593 Stage 1 - - - - 628 - Stage 2 - - - - 476 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1069 - - - 185 593 Mov Cap-2 Maneuver - - - - 313 - Stage 1 - - - - 628 - Stage 2 - - - - 431 - Approach EB WB SB HCM Control Delay, s 1.4 0 14.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1069 - - - 472 HCM Lane V/C Ratio 0.094 - - - 0.234 HCM Control Delay (s) 8.7 - - - 14.9 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.3 - - - 0.9 157 Lanes and Geometrics Kechter Site Access East of Evening Primrose 5: Kechter & Site Access Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 5 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 0 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 0.987 0.904 Flt Protected 0.950 0.986 Satd. Flow (prot) 1770 1863 1839 0 1660 0 Flt Permitted 0.950 0.986 Satd. Flow (perm) 1770 1863 1839 0 1660 0 Link Speed (mph) 30 30 30 Link Distance (ft) 470 743 339 Travel Time (s) 10.7 16.9 7.7 Intersection Summary Area Type: Other 158 APPENDIX K 159 HCM 2010 Roundabout Kechter 3/4 Site Access East of Evening Primrose 3: Ziegler & Kechter Long Total Sat Noon 4/30/2014 Baseline Synchro 8 Light Report Page 2 Intersection Intersection Delay, s/veh 10.7 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 279 464 222 416 Demand Flow Rate, veh/h 284 474 227 425 Vehicles Circulating, veh/h 410 237 516 281 Vehicles Exiting, veh/h 296 506 178 430 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 9.7 11.4 9.9 11.0 Approach LOS ABAB 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 284 474 227 425 Cap Entry Lane, veh/h 750 892 674 853 Entry HV Adj Factor 0.981 0.979 0.980 0.979 Flow Entry, veh/h 279 464 222 416 Cap Entry, veh/h 735 872 661 835 V/C Ratio 0.379 0.532 0.337 0.498 Control Delay, s/veh 9.7 11.4 9.9 11.0 LOSABAB 95th %tile Queue, veh 2313 160 HCM 2010 Roundabout Kechter 3/4 Site Access East of Evening Primrose 3: Ziegler & Kechter Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 2 Intersection Intersection Delay, s/veh 57.0 Intersection LOS F Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 263 575 468 862 Demand Flow Rate, veh/h 268 586 477 880 Vehicles Circulating, veh/h 876 423 665 387 Vehicles Exiting, veh/h 391 719 479 622 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 20.5 25.0 33.0 102.5 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 268 586 477 880 Cap Entry Lane, veh/h 471 740 581 767 Entry HV Adj Factor 0.980 0.981 0.982 0.980 Flow Entry, veh/h 263 575 468 862 Cap Entry, veh/h 461 726 571 752 V/C Ratio 0.570 0.792 0.821 1.147 Control Delay, s/veh 20.5 25.0 33.0 102.5 LOS C C D F 95th %tile Queue, veh 3 8 8 26 161 HCM 2010 TWSC Kechter 3/4 Site Access East of Evening Primrose 4: Evening Primrose & Kechter Long Total Sat Noon 4/30/2014 Baseline Synchro 8 Light Report Page 5 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 435 10 5 425 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 458 11 5 447 16 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 468 0 921 463 Stage 1 - - - - 463 - Stage 2 - - - - 458 - 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 - - 1094 - 300 599 Stage 1 - - - - 634 - Stage 2 - - - - 637 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1094 - 299 599 Mov Cap-2 Maneuver - - - - 299 - Stage 1 - - - - 634 - Stage 2 - - - - 634 - Approach EB WB NB HCM Control Delay, s 0 0.1 16.2 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 342 - - 1094 - HCM Lane V/C Ratio 0.062 - - 0.005 - HCM Control Delay (s) 16.2 - - 8.3 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - 162 Lanes and Geometrics Kechter 3/4 Site Access East of Evening Primrose 4: Evening Primrose & Kechter Long Total Sat Noon 4/30/2014 Baseline Synchro 8 Light Report Page 4 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) 535 470 509 Travel Time (s) 12.2 10.7 11.6 Intersection Summary Area Type: Other 163 HCM 2010 TWSC Kechter 3/4 Site Access East of Evening Primrose 4: Evening Primrose & Kechter Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 5 Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 625 20 10 520 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 658 21 11 547 26 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 679 0 1236 668 Stage 1 - - - - 668 - Stage 2 - - - - 568 - 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 - - 913 - 195 458 Stage 1 - - - - 510 - Stage 2 - - - - 567 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 913 - 193 458 Mov Cap-2 Maneuver - - - - 193 - Stage 1 - - - - 510 - Stage 2 - - - - 560 - Approach EB WB NB HCM Control Delay, s 0 0.2 24.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 214 - - 913 - HCM Lane V/C Ratio 0.148 - - 0.012 - HCM Control Delay (s) 24.7 - - 9 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.5 - - 0 - 164 Lanes and Geometrics Kechter 3/4 Site Access East of Evening Primrose 4: Evening Primrose & Kechter Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 4 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 0.978 Flt Protected 0.950 0.960 Satd. Flow (prot) 1855 0 1770 1863 1749 0 Flt Permitted 0.950 0.960 Satd. Flow (perm) 1855 0 1770 1863 1749 0 Link Speed (mph) 30 30 30 Link Distance (ft) 535 470 509 Travel Time (s) 12.2 10.7 11.6 Intersection Summary Area Type: Other 165 HCM 2010 TWSC Kechter 3/4 Site Access East of Evening Primrose 5: Kechter & Site Access Long Total Sat Noon 4/30/2014 Baseline Synchro 8 Light Report Page 7 Intersection Int Delay, s/veh 2.2 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 95 345 325 45 0 105 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 100 363 342 47 0 111 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 389 0 - 0 929 366 Stage 1 - - - - 366 - Stage 2 - - - - 563 - 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 1170 - - - 297 679 Stage 1 - - - - 702 - Stage 2 - - - - 570 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1170 - - - 272 679 Mov Cap-2 Maneuver - - - - 392 - Stage 1 - - - - 702 - Stage 2 - - - - 521 - Approach EB WB SB HCM Control Delay, s 1.8 0 11.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1170 - - - 679 HCM Lane V/C Ratio 0.085 - - - 0.163 HCM Control Delay (s) 8.4 - - - 11.3 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.3 - - - 0.6 166 Lanes and Geometrics Kechter 3/4 Site Access East of Evening Primrose 5: Kechter & Site Access Long Total Sat Noon 4/30/2014 Baseline Synchro 8 Light Report Page 6 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 0 0 Storage Lanes 1 0 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 0.984 0.865 Flt Protected 0.950 Satd. Flow (prot) 1770 1863 1833 0 0 1611 Flt Permitted 0.950 Satd. Flow (perm) 1770 1863 1833 0 0 1611 Link Speed (mph) 30 30 30 Link Distance (ft) 470 743 339 Travel Time (s) 10.7 16.9 7.7 Intersection Summary Area Type: Other 167 HCM 2010 TWSC Kechter 3/4 Site Access East of Evening Primrose 5: Kechter & Site Access Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 7 Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 95 535 425 45 0 105 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 100 563 447 47 0 111 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 495 0 - 0 1234 471 Stage 1 - - - - 471 - Stage 2 - - - - 763 - 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 1069 - - - 195 593 Stage 1 - - - - 628 - Stage 2 - - - - 460 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1069 - - - 177 593 Mov Cap-2 Maneuver - - - - 305 - Stage 1 - - - - 628 - Stage 2 - - - - 417 - Approach EB WB SB HCM Control Delay, s 1.3 0 12.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1069 - - - 593 HCM Lane V/C Ratio 0.094 - - - 0.186 HCM Control Delay (s) 8.7 - - - 12.5 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.3 - - - 0.7 168 Lanes and Geometrics Kechter 3/4 Site Access East of Evening Primrose 5: Kechter & Site Access Long Total PM 4/30/2014 Baseline Synchro 8 Light Report Page 6 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 0 0 Storage Lanes 1 0 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 0.987 0.865 Flt Protected 0.950 Satd. Flow (prot) 1770 1863 1839 0 0 1611 Flt Permitted 0.950 Satd. Flow (perm) 1770 1863 1839 0 0 1611 Link Speed (mph) 30 30 30 Link Distance (ft) 470 743 339 Travel Time (s) 10.7 16.9 7.7 Intersection Summary Area Type: Other 169 APPENDIX L 170 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 5 171 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 172 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 1 173 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 4 174