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HomeMy WebLinkAboutTRAIL HEAD TRACTS F & G TOWNHOMES - PDP - PDP170035 - SUBMITTAL DOCUMENTS - ROUND 2 - TRAFFIC STUDYSHORT RANGE (2022) BACKGROUND AND TOTAL PEAK HOUR TRAFFIC Figure 1 DELICH ASSOCIATES AM/PM SHORT RANGE (2022) BACKGROUND SHORT RANGE (2022) TOTAL Vine Timberline 227/200 116/268 49/101 66/51 325/156 4/9 43/78 104/251 188/243 6/12 205/164 165/98 Vine Timberline 227/200 116/268 54/123 66/51 325/156 4/11 43/78 106/258 188/243 8/13 213/167 188/109 AM/PM DELICH ASSOCIATES TABLE 1 Short Range (2022) Background Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Vine (all-way stop) NB LT/T/RT F F SB LT/T/RT F D EB LT/T/RT F F WB LT/T/RT F E OVERALL F F TABLE 2 Short Range (2022) Total Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Vine (all-way stop) NB LT/T/RT F F SB LT/T/RT F D EB LT/T/RT F F WB LT/T/RT F E OVERALL F F APPENDIX A HCM 2010 AWSC Short Bkgrd AM 3: Timberline & Vine Trail Head Tracts F & G 10/26/2017 Synchro 9 Light Report Delich Associates sb am.syn Intersection Intersection Delay, s/veh 114.3 Intersection LOS F Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 43 104 188 0 165 205 6 0 227 116 49 Future Vol, veh/h 0 43 104 188 0 165 205 6 0 227 116 49 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 222222222222 Mvmt Flow 0 48 116 209 0 183 228 7 0 252 129 54 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 74.2 117.3 131.5 HCM LOS F F F Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 58% 13% 44% 1% Vol Thru, % 30% 31% 55% 82% Vol Right, % 12% 56% 2% 17% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 392 335 376 395 LT Vol 227 43 165 4 Through Vol 116 104 205 325 RT Vol 49 188 6 66 Lane Flow Rate 436 372 418 439 Geometry Grp 1111 Degree of Util (X) 1.159 0.964 1.116 1.151 Departure Headway (Hd) 10.5 10.692 10.628 10.376 Convergence, Y/N Yes Yes Yes Yes Cap 348 342 347 356 Service Time 8.5 8.692 8.628 8.376 HCM Lane V/C Ratio 1.253 1.088 1.205 1.233 HCM Control Delay 131.5 74.2 117.3 128.2 HCM Lane LOS FFFF HCM 95th-tile Q 16.1 10.3 14.6 15.9 HCM 2010 AWSC Short Bkgrd AM 3: Timberline & Vine Trail Head Tracts F & G 10/26/2017 Synchro 9 Light Report Delich Associates sb am.syn Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 4 325 66 Future Vol, veh/h 0 4 325 66 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 4 361 73 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 128.2 HCM LOS F HCM 2010 AWSC Short Bkgrd PM 3: Timberline & Vine Trail Head Tracts F & G 10/26/2017 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Intersection Delay, s/veh 157 Intersection LOS F Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 78 251 243 0 98 164 12 0 200 268 101 Future Vol, veh/h 0 78 251 243 0 98 164 12 0 200 268 101 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 222222222222 Mvmt Flow 0 87 279 270 0 109 182 13 0 222 298 112 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 204.9 36.6 215.9 HCM LOS F E F Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 35% 14% 36% 4% Vol Thru, % 47% 44% 60% 72% Vol Right, % 18% 42% 4% 24% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 569 572 274 216 LT Vol 200 78 98 9 Through Vol 268 251 164 156 RT Vol 101 243 12 51 Lane Flow Rate 632 636 304 240 Geometry Grp 1111 Degree of Util (X) 1.393 1.367 0.718 0.578 Departure Headway (Hd) 8.857 8.774 10.658 10.939 Convergence, Y/N Yes Yes Yes Yes Cap 417 419 341 334 Service Time 6.857 6.774 8.658 8.939 HCM Lane V/C Ratio 1.516 1.518 0.891 0.719 HCM Control Delay 215.9 204.9 36.6 27.9 HCM Lane LOS F F E D HCM 95th-tile Q 27.6 26.7 5.3 3.4 HCM 2010 AWSC Short Bkgrd PM 3: Timberline & Vine Trail Head Tracts F & G 10/26/2017 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 9 156 51 Future Vol, veh/h 0 9 156 51 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 10 173 57 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 27.9 HCM LOS D APPENDIX B HCM 2010 AWSC Short Total AM 3: Timberline & Vine Trail Head Tracts F & G 10/26/2017 Synchro 9 Light Report Delich Associates st am allway stop.syn Intersection Intersection Delay, s/veh 126.7 Intersection LOS F Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 43 106 188 0 188 213 8 0 227 116 54 Future Vol, veh/h 0 43 106 188 0 188 213 8 0 227 116 54 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 222222222222 Mvmt Flow 0 48 118 209 0 209 237 9 0 252 129 60 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 77.1 152.9 138.4 HCM LOS F F F Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 57% 13% 46% 1% Vol Thru, % 29% 31% 52% 82% Vol Right, % 14% 56% 2% 17% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 397 337 409 395 LT Vol 227 43 188 4 Through Vol 116 106 213 325 RT Vol 54 188 8 66 Lane Flow Rate 441 374 454 439 Geometry Grp 1111 Degree of Util (X) 1.175 0.97 1.216 1.153 Departure Headway (Hd) 10.801 11.06 10.697 10.727 Convergence, Y/N Yes Yes Yes Yes Cap 340 330 345 342 Service Time 8.801 9.06 8.697 8.727 HCM Lane V/C Ratio 1.297 1.133 1.316 1.284 HCM Control Delay 138.4 77.1 152.9 130.3 HCM Lane LOS FFFF HCM 95th-tile Q 16.3 10.3 17.7 15.7 HCM 2010 AWSC Short Total AM 3: Timberline & Vine Trail Head Tracts F & G 10/26/2017 Synchro 9 Light Report Delich Associates st am allway stop.syn Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 4 325 66 Future Vol, veh/h 0 4 325 66 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 4 361 73 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 130.3 HCM LOS F HCM 2010 AWSC Short Total PM 3: Timberline & Vine Trail Head Tracts F & G 10/26/2017 Synchro 9 Light Report Delich Associates st pm allway stop.syn Intersection Intersection Delay, s/veh 174.6 Intersection LOS F Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 78 258 243 0 109 167 13 0 200 268 123 Future Vol, veh/h 0 78 258 243 0 109 167 13 0 200 268 123 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 222222222222 Mvmt Flow 0 87 287 270 0 121 186 14 0 222 298 137 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 221.7 42 246.7 HCM LOS F E F Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 34% 13% 38% 5% Vol Thru, % 45% 45% 58% 72% Vol Right, % 21% 42% 4% 23% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 591 579 289 218 LT Vol 200 78 109 11 Through Vol 268 258 167 156 RT Vol 123 243 13 51 Lane Flow Rate 657 643 321 242 Geometry Grp 1111 Degree of Util (X) 1.465 1.405 0.762 0.591 Departure Headway (Hd) 9.04 9.082 11.013 11.411 Convergence, Y/N Yes Yes Yes Yes Cap 407 405 331 320 Service Time 7.04 7.082 9.013 9.411 HCM Lane V/C Ratio 1.614 1.588 0.97 0.756 HCM Control Delay 246.7 221.7 42 29.6 HCM Lane LOS F F E D HCM 95th-tile Q 30.4 27.6 6 3.6 HCM 2010 AWSC Short Total PM 3: Timberline & Vine Trail Head Tracts F & G 10/26/2017 Synchro 9 Light Report Delich Associates st pm allway stop.syn Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 11 156 51 Future Vol, veh/h 0 11 156 51 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 12 173 57 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 29.6 HCM LOS D