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Newman's Addition TIA AppendicesAppendix A: Traffic Count Data ? Peak Hour Summary 4:30 PM to 5:30 PM Wednesday, June 14, 2006 808 465 807 1 ?? ?? ?? 2 0 8 0 ?? 6 0 5 0 ?? ?? 463 4 813 467 Count Period: 4:00 PM to 6:00 PM 0 WB 0.40 0.0% 8 0 0 Yelm Ave & Mud Run Rd Yelm Ave EB 0.00 0.0% 0 NB 0.87 2.8% 467 SB 0.96 1.5% Intersection 0.95 1.9% 808 1,283 Mud Run Rd Approach PHF HV% Volume Yelm Ave 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Yelm Ave & Mud Run Rd 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Yelm Ave Yelm Ave Mud Run Rd Mud Run Rd Interval Time T R HV L T HV L R HV Total 4:00 PM 122 1 5 0 180 3 0 1 0 304 4:15 PM 121 0 4 0 178 3 1 0 0 300 4:30 PM 116 0 5 0 199 5 1 0 0 316 4:45 PM 102 1 3 1 200 1 0 1 0 305 5:00 PM 112 2 1 0 211 4 1 0 0 326 5:15 PM 133 1 4 0 197 2 4 1 0 336 5:30 PM 124 1 2 0 184 1 1 1 0 311 5:45 PM 102 3 1 3 191 1 2 2 0 303 Total Survey 932 9 25 4 1,540 20 10 6 0 2,501 Peak Hour Summary 4:30 PM to 5:30 PM Northbound Southbound Eastbound Westbound Yelm Ave Yelm Ave Mud Run Rd Mud Run Rd Total In Out Total HV In Out Total HV In Out Total In Out Total HV Volume 467 813 1,280 13 808 465 1,273 12 0 0 0 8 5 13 0 1,283 %HV 2.8% 1.5% 0.0% 0.0% 1.9% PHF 0.87 0.96 0.00 0.40 0.95 Northbound Southbound Eastbound Westbound Yelm Ave Yelm Ave Mud Run Rd Mud Run Rd Total T R L T L R Volume 463 4 1 807 6 2 1,283 PHF 0.87 0.50 0.25 0.96 0.38 0.50 0.95 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Yelm Ave Yelm Ave Mud Run Rd Mud Run Rd Interval Time T R HV L T HV L R HV Total 4:00 PM 461 2 17 1 757 12 2 2 0 1,225 4:15 PM 451 3 13 1 788 13 3 1 0 1,247 4:30 PM 463 4 13 1 807 12 6 2 0 1,283 4:45 PM 471 5 10 1 792 8 6 3 0 1,278 5:00 PM 471 7 8 3 783 8 8 4 0 1,276 Wednesday, June 14, 2006 By Movement By Approach Total Total Total Total 467 0.87 0.40 8 0.00 0 0.96 808 Mark Skaggs (206) 251-0300 26 4 807 1 463 813 467 Out In 808 465 In Out In 0Out 0 5 Out 8 In PHF 0.87 HV 2.8% PHF 0.40 HV 0.0% PHF 0.00 HV 0.0% PHF 0.96 HV 1.5% Peak Hour Summary 4:30 PM to 5:30 PM Peak Hour Summary 4:30 PM to 5:30 PM Wednesday, June 14, 2006 815 470 2 813 ?? ?? 0 3 0 0 ?? 0 0 0 0 ?? ?? ?? 1 470 813 471 Count Period: 4:00 PM to 6:00 PM 0 WB 0.00 0.0% 0 0 0 Yelm Ave & 86th Ln SE Yelm Ave EB 0.00 0.0% 0 NB 0.88 2.8% 471 SB 0.95 1.5% Intersection 0.95 1.9% 815 1,286 86th Ln SE Approach PHF HV% Volume Yelm Ave 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Yelm Ave & 86th Ln SE 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Yelm Ave Yelm Ave 86th Ln SE 86th Ln SE Interval Time L T HV T R HV L R HV Total 4:00 PM 1 120 5 176 0 3 0 0 0 297 4:15 PM 0 118 4 183 0 3 0 0 0 301 4:30 PM 0 119 5 203 1 5 0 0 0 323 4:45 PM 1 103 3 191 0 1 0 0 0 295 5:00 PM 0 114 1 215 0 4 0 0 0 329 5:15 PM 0 134 4 204 1 2 0 0 0 339 5:30 PM 0 123 2 183 0 1 0 0 0 306 5:45 PM 0 108 1 192 0 1 0 1 0 301 Total Survey 2 939 25 1,547 2 20 0 1 0 2,491 Peak Hour Summary 4:30 PM to 5:30 PM Northbound Southbound Eastbound Westbound Yelm Ave Yelm Ave 86th Ln SE 86th Ln SE Total In Out Total HV In Out Total HV In Out Total HV In Out Total Volume 471 813 1,284 13 815 470 1,285 12 0 3 3 0 0 0 0 1,286 %HV 2.8% 1.5% 0.0% 0.0% 1.9% PHF 0.88 0.95 0.00 0.00 0.95 Northbound Southbound Eastbound Westbound Yelm Ave Yelm Ave 86th Ln SE 86th Ln SE Total L T T R L R Volume 1 470 813 2 0 0 1,286 PHF 0.25 0.88 0.95 0.50 0.00 0.00 0.95 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Yelm Ave Yelm Ave 86th Ln SE 86th Ln SE Interval Time L T HV T R HV L R HV Total 4:00 PM 2 460 17 753 1 12 0 0 0 1,216 4:15 PM 1 454 13 792 1 13 0 0 0 1,248 4:30 PM 1 470 13 813 2 12 0 0 0 1,286 4:45 PM 1 474 10 793 1 8 0 0 0 1,269 5:00 PM 0 479 8 794 1 8 0 1 0 1,275 Wednesday, June 14, 2006 By Movement By Approach Total Total Total Total 471 0.88 0.00 0 0.00 0 0.95 815 Mark Skaggs (206) 251-0300 00 1 2 813 470 813 471 Out In 815 470 In Out In 0Out 3 0 Out 0 In PHF 0.88 HV 2.8% PHF 0.00 HV 0.0% PHF 0.00 HV 0.0% PHF 0.95 HV 1.5% Peak Hour Summary 4:30 PM to 5:30 PM Peak Hour Summary 4:00 PM to 5:00 PM Tuesday, June 13, 2006 729 471 0 729 ?? ?? 0 0 0 0 ?? 0 2 0 2 ?? ?? ?? 0 471 731 471 Count Period: 4:00 PM to 6:00 PM 2 WB 0.00 0.0% 0 0 0 Yelm Ave & 89th Ave SE Yelm Ave EB 0.25 0.0% 0 NB 0.81 2.1% 471 SB 0.99 2.5% Intersection 0.91 2.3% 729 1,202 89th Ave SE Approach PHF HV% Volume Yelm Ave 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Yelm Ave & 89th Ave SE 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Yelm Ave Yelm Ave 89th Ave SE 89th Ave SE Interval Time L T HV T R HV L R HV Total 4:00 PM 0 146 6 182 0 4 0 2 0 330 4:15 PM 0 111 4 184 0 3 0 0 0 295 4:30 PM 0 114 0 184 0 5 0 0 0 298 4:45 PM 0 100 0 179 0 6 0 0 0 279 5:00 PM 0 113 0 198 0 6 0 0 0 311 5:15 PM 0 127 0 154 0 7 0 0 0 281 5:30 PM 1 118 0 181 0 4 0 0 0 300 5:45 PM 0 99 0 180 0 4 0 0 0 279 Total Survey 1 928 10 1,442 0 39 0 2 0 2,373 Peak Hour Summary 4:00 PM to 5:00 PM Northbound Southbound Eastbound Westbound Yelm Ave Yelm Ave 89th Ave SE 89th Ave SE Total In Out Total HV In Out Total HV In Out Total HV In Out Total Volume 471 731 1,202 10 729 471 1,200 18 2 0 2 0 0 0 0 1,202 %HV 2.1% 2.5% 0.0% 0.0% 2.3% PHF 0.81 0.99 0.25 0.00 0.91 Northbound Southbound Eastbound Westbound Yelm Ave Yelm Ave 89th Ave SE 89th Ave SE Total L T T R L R Volume 0 471 729 0 0 2 1,202 PHF 0.00 0.81 0.99 0.99 0.00 0.00 0.25 0.91 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Yelm Ave Yelm Ave 89th Ave SE 89th Ave SE Interval Time L T HV T R HV L R HV Total 4:00 PM 0 471 10 729 0 18 0 2 0 1,202 4:15 PM 0 438 4 745 0 20 0 0 0 1,183 4:30 PM 0 454 0 715 0 24 0 0 0 1,169 4:45 PM 1 458 0 712 0 23 0 0 0 1,171 5:00 PM 1 457 0 713 0 21 0 0 0 1,171 Tuesday, June 13, 2006 By Movement By Approach Total Total Total Total 471 0.81 0.00 0 0.25 2 0.99 729 Mark Skaggs (206) 251-0300 02 0 0 729 471 731 471 Out In 729 471 In Out In 2Out 0 0 Out 0 In PHF 0.81 HV 2.1% PHF 0.00 HV 0.0% PHF 0.25 HV 0.0% PHF 0.99 HV 2.5% Peak Hour Summary 4:00 PM to 5:00 PM Peak Hour Summary 4:45 PM to 5:45 PM Tuesday, June 13, 2006 23 37 4 19 ?? ?? ?? 16 0 468 ?? 464 480 0 21 ?? 0 728 707 ?? 726 0 Count Period: 4:00 PM to 6:00 PM 728 WB 0.90 4.0% 480 0 0 Burnett Rd SE & Yelm Ave Burnett Rd SE EB 0.90 2.6% 0 NB 0.00 0.0% 0 SB 0.64 4.3% Intersection 0.90 3.2% 23 1,231 Yelm Ave Yelm Ave Approach PHF HV% Volume 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Burnett Rd SE & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Burnett Rd SE Burnett Rd SE Yelm Ave Yelm Ave Interval Time L R HV L T HV T R HV Total 4:00 PM 2 3 0 4 158 4 132 7 7 306 4:15 PM 4 2 1 6 164 6 112 3 9 291 4:30 PM 6 3 1 6 176 6 109 5 4 305 4:45 PM 2 1 0 2 171 4 106 6 8 288 5:00 PM 6 1 1 5 198 5 131 2 1 343 5:15 PM 2 2 0 9 158 5 117 3 6 291 5:30 PM 9 0 0 5 180 5 110 5 4 309 5:45 PM 5 0 0 5 176 2 99 3 4 288 Total Survey 36 12 3 42 1,381 37 916 34 43 2,421 Peak Hour Summary 4:45 PM to 5:45 PM Northbound Southbound Eastbound Westbound Burnett Rd SE Burnett Rd SE Yelm Ave Yelm Ave Total In Out Total In Out Total HV In Out Total HV In Out Total HV Volume 0 0 0 23 37 60 1 728 468 1,196 19 480 726 1,206 19 1,231 %HV 0.0% 4.3% 2.6% 4.0% 3.2% PHF 0.00 0.64 0.90 0.90 0.90 Northbound Southbound Eastbound Westbound Burnett Rd SE Burnett Rd SE Yelm Ave Yelm Ave Total L R L T T R Volume 19 4 21 707 464 16 1,231 PHF 0.53 0.50 0.58 0.89 0.89 0.67 0.90 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Burnett Rd SE Burnett Rd SE Yelm Ave Yelm Ave Interval Time L R HV L T HV T R HV Total 4:00 PM 14 9 2 18 669 20 459 21 28 1,190 4:15 PM 18 7 3 19 709 21 458 16 22 1,227 4:30 PM 16 7 2 22 703 20 463 16 19 1,227 4:45 PM 19 4 1 21 707 19 464 16 19 1,231 5:00 PM 22 3 1 24 712 17 457 13 15 1,231 Tuesday, June 13, 2006 By Movement By Approach Total Total Total Total 00.00 0.90 480 0.90 728 0.64 23 Mark Skaggs (206) 251-0300 21 707 16 464 4 19 0 0 Out In 23 37 In Out In 728 Out 468 726 Out 480 In PHF 0.00 HV 0.0% PHF 0.90 HV 4.0% PHF 0.90 HV 2.6% PHF 0.64 HV 4.3% Peak Hour Summary 4:45 PM to 5:45 PM Peak Hour Summary 4:45 PM to 5:45 PM Tuesday, June 13, 2006 0 483 ?? 475 505 0 ?? 30 0 726 711 ?? 765 0 15 ?? ?? ?? 8 54 45 62 Count Period: 4:00 PM to 6:00 PM 726 WB 0.90 3.8% 505 0 0 93rd Ave SE & Yelm Ave EB 0.90 2.2% 0 NB 0.67 6.5% 62 SB 0.00 0.0% Intersection 0.91 3.0% 0 1,293 Yelm Ave Yelm Ave Approach PHF HV% Volume 93rd Ave SE 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary 93rd Ave SE & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start 93rd Ave SE 93rd Ave SE Yelm Ave Yelm Ave Interval Time L R HV T R HV L T HV Total 4:00 PM 6 7 1 150 9 4 6 131 7 309 4:15 PM 1 11 0 163 7 5 10 116 8 308 4:30 PM 4 9 0 178 2 6 9 111 5 313 4:45 PM 1 11 4 169 3 5 8 112 8 304 5:00 PM 2 12 0 194 8 4 8 132 2 356 5:15 PM 3 10 0 162 1 4 8 117 5 301 5:30 PM 2 21 0 186 3 3 6 114 4 332 5:45 PM 1 6 0 174 6 2 4 100 3 291 Total Survey 20 87 5 1,376 39 33 59 933 42 2,514 Peak Hour Summary 4:45 PM to 5:45 PM Northbound Southbound Eastbound Westbound 93rd Ave SE 93rd Ave SE Yelm Ave Yelm Ave Total In Out Total HV In Out Total In Out Total HV In Out Total HV Volume 62 45 107 4 0 0 0 726 483 1,209 16 505 765 1,270 19 1,293 %HV 6.5% 0.0% 2.2% 3.8% 3.0% PHF 0.67 0.00 0.90 0.90 0.91 Northbound Southbound Eastbound Westbound 93rd Ave SE 93rd Ave SE Yelm Ave Yelm Ave Total L R T R L T Volume 8 54 711 15 30 475 1,293 PHF 0.67 0.64 0.92 0.47 0.94 0.90 0.91 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start 93rd Ave SE 93rd Ave SE Yelm Ave Yelm Ave Interval Time L R HV T R HV L T HV Total 4:00 PM 12 38 5 660 21 20 33 470 28 1,234 4:15 PM 8 43 4 704 20 20 35 471 23 1,281 4:30 PM 10 42 4 703 14 19 33 472 20 1,274 4:45 PM 8 54 4 711 15 16 30 475 19 1,293 5:00 PM 8 49 0 716 18 13 26 463 14 1,280 Tuesday, June 13, 2006 By Movement By Approach Total Total Total Total 62 0.67 0.90 505 0.90 726 0.00 0 Mark Skaggs (206) 251-0300 711 15 475 30 8 54 45 62 Out In 0 0 In Out In 726 Out 483 765 Out 505 In PHF 0.67 HV 6.5% PHF 0.90 HV 3.8% PHF 0.90 HV 2.2% PHF 0.00 HV 0.0% Peak Hour Summary 4:45 PM to 5:45 PM Peak Hour Summary 4:45 PM to 5:45 PM Tuesday, June 13, 2006 19 21 2 17 ?? ?? ?? 12 0 519 ?? 517 529 0 9 ?? 0 786 777 ?? 794 0 Count Period: 4:00 PM to 6:00 PM 786 WB 0.91 4.2% 529 0 0 Mountain View Rd SE & Yelm Ave Mountain View Rd SE EB 0.92 4.2% 0 NB 0.00 0.0% 0 SB 0.43 5.3% Intersection 0.96 4.2% 19 1,334 Yelm Ave Yelm Ave Approach PHF HV% Volume 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Mountain View Rd SE & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Mountain View Rd SE Mountain View Rd SE Yelm Ave Yelm Ave Interval Time L R HV L T HV T R HV Total 4:00 PM 1 1 0 0 184 4 154 5 9 345 4:15 PM 4 2 1 2 171 8 137 2 7 318 4:30 PM 2 0 0 1 196 11 123 4 13 326 4:45 PM 3 1 0 1 191 10 122 4 6 322 5:00 PM 4 0 1 6 189 7 131 3 3 333 5:15 PM 0 0 0 2 184 5 143 3 8 332 5:30 PM 10 1 0 0 213 11 121 2 5 347 5:45 PM 1 1 0 1 190 5 109 1 3 303 Total Survey 25 6 2 13 1,518 61 1,040 24 54 2,626 Peak Hour Summary 4:45 PM to 5:45 PM Northbound Southbound Eastbound Westbound Mountain View Rd SE Mountain View Rd SE Yelm Ave Yelm Ave Total In Out Total In Out Total HV In Out Total HV In Out Total HV Volume 0 0 0 19 21 40 1 786 519 1,305 33 529 794 1,323 22 1,334 %HV 0.0% 5.3% 4.2% 4.2% 4.2% PHF 0.00 0.43 0.92 0.91 0.96 Northbound Southbound Eastbound Westbound Mountain View Rd SE Mountain View Rd SE Yelm Ave Yelm Yelm Ave Total L R L T T R Volume 17 2 9 777 517 12 1,334 PHF 0.43 0.50 0.38 0.91 0.90 0.75 0.96 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Mountain View Rd SE Mountain View Rd SE Yelm Ave Yelm Ave Interval Time L R HV L T HV T R HV Total 4:00 PM 10 4 1 4 742 33 536 15 35 1,311 4:15 PM 13 3 2 10 747 36 513 13 29 1,299 4:30 PM 9 1 1 10 760 33 519 14 30 1,313 4:45 PM 17 2 1 9 777 33 517 12 22 1,334 5:00 PM 15 2 1 9 776 28 504 9 19 1,315 Tuesday, June 13, 2006 By Movement By Approach Total Total Total Total 00.00 0.91 529 0.92 786 0.43 19 Mark Skaggs (206) 251-0300 9 777 12 517 2 17 0 0 Out In 19 21 In Out In 786 Out 519 794 Out 529 In PHF 0.00 HV 0.0% PHF 0.91 HV 4.2% PHF 0.92 HV 4.2% PHF 0.43 HV 5.3% Peak Hour Summary 4:45 PM to 5:45 PM Peak Hour Summary 4:45 PM to 5:45 PM Tuesday, May 23, 2006 274 191 54 132 88 ?? ?? ?? ?? 53 0 743 ?? 453 574 0 ?? 68 51 ?? 0 895 472 ?? 587 0 372 ?? ?? ?? ?? 236 87 27 572 350 Count Period: 4:00 PM to 6:00 PM 895 WB 0.88 4.2% 574 0 0 NE Creek St & Yelm Ave NE Creek St EB 0.94 4.6% 0 NB 0.86 4.0% 350 SB 0.85 4.0% Intersection 0.97 4.3% 274 2,093 Yelm Ave Yelm Ave Approach PHF HV% Volume Bald Hill Rd SE 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary NE Creek St & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Bald Hill Rd SE NE Creek St Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 52 24 9 5 21 20 23 5 17 126 74 8 12 131 9 6 518 4:15 PM 65 20 7 12 19 30 18 2 23 106 85 9 11 120 5 13 509 4:30 PM 63 17 9 4 15 32 21 2 13 109 75 14 7 129 13 2 503 4:45 PM 57 15 7 2 26 35 11 3 16 116 92 12 14 134 16 6 539 5:00 PM 52 26 8 3 20 31 14 2 10 117 95 7 17 102 13 5 505 5:15 PM 67 29 6 4 20 24 12 2 16 120 103 11 17 101 17 6 532 5:30 PM 60 17 6 5 22 42 17 4 9 119 82 11 20 116 7 7 517 5:45 PM 56 20 5 5 21 36 15 3 12 134 98 13 12 107 14 5 530 Total Survey 472 168 57 40 164 250 131 23 116 947 704 85 110 940 94 50 4,153 Peak Hour Summary 4:45 PM to 5:45 PM Northbound Southbound Eastbound Westbound Bald Hill Rd SE NE Creek St Yelm Ave Yelm Ave Total In Out Total HV In Out Total HV In Out Total HV In Out Total HV Volume 350 572 922 14 274 191 465 11 895 743 1,638 41 574 587 1,161 24 2,093 %HV 4.0% 4.0% 4.6% 4.2% 4.3% PHF 0.86 0.85 0.94 0.88 0.97 Northbound Southbound Eastbound Westbound Bald Hill Rd SE NE Creek St Yelm Ave Yelm Ave Total L T R L T R L T R L T R Volume 236 87 27 88 132 54 51 472 372 68 453 53 2,093 PHF 0.88 0.75 0.84 0.85 0.79 0.79 0.80 0.98 0.90 0.85 0.85 0.78 0.97 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Bald Hill Rd SE NE Creek St Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 237 76 32 23 81 117 73 12 69 457 326 43 44 514 43 27 2,069 4:15 PM 237 78 31 21 80 128 64 9 62 448 347 42 49 485 47 26 2,056 4:30 PM 239 87 30 13 81 122 58 9 55 462 365 44 55 466 59 19 2,079 4:45 PM 236 87 27 14 88 132 54 11 51 472 372 41 68 453 53 24 2,093 5:00 PM 235 92 25 17 83 133 58 11 47 490 378 42 66 426 51 23 2,084 Tuesday, May 23, 2006 By Movement By Approach Total Total Total Total 350 0.86 0.88 574 0.94 895 0.85 274 Mark Skaggs (206) 251-0300 51 472 372 53 453 68 236 27 54 132 88 87 572 350 Out In 274 191 In Out In 895 Out 743 587 Out 574 In PHF 0.86 HV 4.0% PHF 0.88 HV 4.2% PHF 0.94 HV 4.6% PHF 0.85 HV 4.0% Peak Hour Summary 4:45 PM to 5:45 PM Peak Hour Summary 4:45 PM to 5:45 PM Tuesday, May 23, 2006 61 83 44 5 12 ?? ?? ?? ?? 28 0 715 ?? 659 808 0 ?? 121 45 ?? 0 848 759 ?? 924 0 44 ?? ?? ?? ?? 12 10 153 170 175 Count Period: 4:00 PM to 6:00 PM 848 WB 0.91 4.0% 808 0 0 Plaza Dr NE & Yelm Ave Plaza Dr NE EB 0.98 4.7% 0 NB 0.86 2.9% 175 SB 0.85 0.0% Intersection 0.97 4.1% 61 1,892 Yelm Ave Yelm Ave Approach PHF HV% Volume Plaza Dr NE 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Plaza Dr NE & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Plaza Dr NE Plaza Dr NE Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 2 1 27 1 5 3 11 0 12 195 10 8 17 186 8 12 477 4:15 PM 3 1 32 0 4 1 15 0 8 174 12 9 32 181 9 25 472 4:30 PM 0 3 32 0 3 0 10 0 15 164 7 13 39 164 10 7 447 4:45 PM 4 3 35 0 3 2 11 0 16 182 10 10 32 181 9 7 488 5:00 PM 2 5 26 1 4 3 11 0 11 190 15 6 24 152 6 6 449 5:15 PM 2 1 46 1 3 0 14 0 7 194 15 12 25 157 9 6 473 5:30 PM 4 1 46 3 2 0 8 0 11 193 4 12 40 169 4 13 482 5:45 PM 0 1 38 0 3 0 7 0 10 216 7 14 34 166 3 8 485 Total Survey 17 16 282 6 27 9 87 0 90 1,508 80 84 243 1,356 58 84 3,773 Peak Hour Summary 4:45 PM to 5:45 PM Northbound Southbound Eastbound Westbound Plaza Dr NE Plaza Dr NE Yelm Ave Yelm Ave Total In Out Total HV In Out Total HV In Out Total HV In Out Total HV Volume 175 170 345 5 61 83 144 0 848 715 1,563 40 808 924 1,732 32 1,892 %HV 2.9% 0.0% 4.7% 4.0% 4.1% PHF 0.86 0.85 0.98 0.91 0.97 Northbound Southbound Eastbound Westbound Plaza Dr NE Plaza Dr NE Yelm Ave Yelm Ave Total L T R L T R L T R L T R Volume 12 10 153 12 5 44 45 759 44 121 659 28 1,892 PHF 0.75 0.50 0.83 0.75 0.42 0.79 0.70 0.98 0.73 0.76 0.91 0.78 0.97 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Plaza Dr NE Plaza Dr NE Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 9 8 126 1 15 6 47 0 51 715 39 40 120 712 36 51 1,884 4:15 PM 9 12 125 1 14 6 47 0 50 710 44 38 127 678 34 45 1,856 4:30 PM 8 12 139 2 13 5 46 0 49 730 47 41 120 654 34 26 1,857 4:45 PM 12 10 153 5 12 5 44 0 45 759 44 40 121 659 28 32 1,892 5:00 PM 8 8 156 5 12 3 40 0 39 793 41 44 123 644 22 33 1,889 Tuesday, May 23, 2006 By Movement By Approach Total Total Total Total 175 0.86 0.91 808 0.98 848 0.85 61 Mark Skaggs (206) 251-0300 45 759 44 28 659 121 12 153 44 5 12 10 170 175 Out In 61 83 In Out In 848 Out 715 924 Out Out 808 In PHF 0.86 HV 2.9% PHF 0.91 HV 4.0% PHF 0.98 HV 4.7% PHF 0.85 HV 0.0% Peak Hour Summary 4:45 PM to 5:45 PM Peak Hour Summary 5:00 PM to 6:00 PM Tuesday, May 23, 2006 52 90 45 0 7 ?? ?? ?? ?? 19 0 755 ?? 707 728 0 ?? 2 71 ?? 0 963 888 ?? 898 0 4 ?? ?? ?? ?? 3 0 3 6 6 Count Period: 4:00 PM to 6:00 PM 963 WB 0.94 3.0% 728 0 0 103rd Ave SE & Yelm Ave 103rd Ave SE EB 0.97 3.8% 0 NB 0.50 0.0% 6 SB 0.62 1.9% Intersection 0.97 3.4% 52 1,749 Yelm Ave Yelm Ave Approach PHF HV% Volume 103rd Ave SE 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary 103rd Ave SE & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start 103rd Ave SE 103rd Ave SE Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 1 0 4 0 2 0 6 0 16 199 1 8 1 199 3 13 432 4:15 PM 1 0 1 0 2 0 9 1 13 212 1 13 0 194 7 24 440 4:30 PM 0 0 1 0 0 0 14 1 21 186 2 11 0 171 3 7 398 4:45 PM 2 0 2 0 1 0 10 0 22 200 0 8 2 174 6 6 419 5:00 PM 0 0 3 0 4 0 17 1 15 224 1 12 2 175 4 5 445 5:15 PM 0 0 0 0 0 0 10 0 22 225 0 5 0 191 3 6 451 5:30 PM 1 0 0 0 2 0 6 0 14 226 3 12 0 167 10 8 429 5:45 PM 2 0 0 0 1 0 12 0 20 213 0 8 0 174 2 3 424 Total Survey 7 0 11 0 12 0 84 3 143 1,685 8 77 5 1,445 38 72 3,438 Peak Hour Summary 5:00 PM to 6:00 PM Northbound Southbound Eastbound Westbound 103rd Ave SE 103rd Ave SE Yelm Ave Yelm Ave Total In Out Total HV In Out Total HV In Out Total HV In Out Total HV Volume 6 6 12 0 52 90 142 1 963 755 1,718 37 728 898 1,626 22 1,749 %HV 0.0% 1.9% 3.8% 3.0% 3.4% PHF 0.50 0.62 0.97 0.94 0.97 Northbound Southbound Eastbound Westbound 103rd Ave SE 103rd Ave SE Yelm Ave Yelm Ave Total L T R L T R L T R L T R Volume 3 0 3 7 0 45 71 888 4 2 707 19 1,749 PHF 0.38 0.00 0.25 0.44 0.00 0.66 0.81 0.98 0.33 0.25 0.93 0.48 0.97 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start 103rd Ave SE 103rd Ave SE Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 4 0 8 0 5 0 39 2 72 797 4 40 3 738 19 50 1,689 4:15 PM 3 0 7 0 7 0 50 3 71 822 4 44 4 714 20 42 1,702 4:30 PM 2 0 6 0 5 0 51 2 80 835 3 36 4 711 16 24 1,713 4:45 PM 3 0 5 0 7 0 43 1 73 875 4 37 4 707 23 25 1,744 5:00 PM 3 0 3 0 7 0 45 1 71 888 4 37 2 707 19 22 1,749 Tuesday, May 23, 2006 By Movement By Approach Total Total Total Total 60.50 0.94 728 0.97 963 0.62 52 Mark Skaggs (206) 251-0300 71 8884 19 707 2 3 3 45 0 7 0 6 6 Out In 52 90 In Out In 963 Out 755 898 Out 728 In PHF 0.50 HV 0.0% PHF 0.94 HV 3.0% PHF 0.97 HV 3.8% PHF 0.62 HV 1.9% Peak Hour Summary 5:00 PM to 6:00 PM Peak Hour Summary 4:45 PM to 5:45 PM Tuesday, May 23, 2006 84 93 39 9 36 ?? ?? ?? ?? 54 0 577 ?? 538 599 0 ?? 7 36 ?? 0 781 729 ?? 770 0 16 ?? ?? ?? ?? 0 3 5 32 8 Count Period: 4:00 PM to 6:00 PM 781 WB 0.97 3.5% 599 0 0 Edwards St NW & Yelm Ave Edwards St NW EB 0.98 3.3% 0 NB 0.67 0.0% 8 SB 0.75 0.0% Intersection 0.97 3.2% 84 1,472 Yelm Ave Yelm Ave Approach PHF HV% Volume Edwards St NW 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Edwards St NW & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Edwards St NW Edwards St NW Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 0 0 0 0 7 0 9 1 6 167 3 7 4 115 15 8 326 4:15 PM 0 0 2 0 11 0 8 1 9 170 0 10 3 117 36 23 356 4:30 PM 0 1 2 0 17 1 13 1 10 148 3 2 3 105 15 11 318 4:45 PM 0 2 1 0 14 0 8 0 15 171 13 7 0 133 13 5 370 5:00 PM 0 0 2 0 8 6 14 0 5 191 0 6 2 142 10 4 380 5:15 PM 0 1 1 0 8 3 7 0 9 184 2 7 3 136 16 4 370 5:30 PM 0 0 1 0 6 0 10 0 7 183 1 6 2 127 15 8 352 5:45 PM 0 0 0 0 7 1 12 0 12 180 4 1 3 93 21 5 333 Total Survey 0 4 9 0 78 11 81 3 73 1,394 26 46 20 968 141 68 2,805 Peak Hour Summary 4:45 PM to 5:45 PM Northbound Southbound Eastbound Westbound Edwards St NW Edwards St NW Yelm Ave Yelm Ave Total In Out Total HV In Out Total HV In Out Total HV In Out Total HV Volume 8 32 40 0 84 93 177 0 781 577 1,358 26 599 770 1,369 21 1,472 %HV 0.0% 0.0% 3.3% 3.5% 3.2% PHF 0.67 0.75 0.98 0.97 0.97 Northbound Southbound Eastbound Westbound Edwards St NW Edwards St NW Yelm Ave Yelm Ave Total L T R L T R L T R L T R Volume 0 3 5 36 9 39 36 729 16 7 538 54 1,472 PHF 0.00 0.38 0.63 0.64 0.38 0.70 0.60 0.95 0.31 0.58 0.95 0.84 0.97 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Edwards St NW Edwards St NW Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 0 3 5 0 49 1 38 3 40 656 19 26 10 470 79 47 1,370 4:15 PM 0 3 7 0 50 7 43 2 39 680 16 25 8 497 74 43 1,424 4:30 PM 0 4 6 0 47 10 42 1 39 694 18 22 8 516 54 24 1,438 4:45 PM 0 3 5 0 36 9 39 0 36 729 16 26 7 538 54 21 1,472 5:00 PM 0 1 4 0 29 10 43 0 33 738 7 20 10 498 62 21 1,435 Tuesday, May 23, 2006 By Movement By Approach Total Total Total Total 80.67 0.97 599 0.98 781 0.75 84 Mark Skaggs (206) 251-0300 36 729 16 54 538 7 0 5 39 9 36 3 32 8 Out In 84 93 In Out In 781 Out 577 770 Out 599 In PHF 0.67 HV 0.0% PHF 0.97 HV 3.5% PHF 0.98 HV 3.3% PHF 0.75 HV 0.0% Peak Hour Summary 4:45 PM to 5:45 PM Peak Hour Summary 4:45 PM to 5:45 PM Tuesday, May 23, 2006 12 19 5 1 6 ?? ?? ?? ?? 12 0 578 ?? 568 588 0 ?? 8 7 ?? 0 928 908 ?? 922 0 13 ?? ?? ?? ?? 5 0 8 22 13 Count Period: 4:00 PM to 6:00 PM 928 WB 0.91 2.7% 588 0 0 Longmire St & Yelm Ave W Longmire St EB 0.93 3.4% 0 NB 0.81 0.0% 13 SB 0.75 0.0% Intersection 0.94 3.1% 12 1,541 Yelm Ave W Yelm Ave W Approach PHF HV% Volume Longmire St 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Longmire St & Yelm Ave W 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Longmire St Longmire St Yelm Ave W Yelm Ave W Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 0 0 6 0 1 0 1 1 0 196 2 7 0 140 2 6 348 4:15 PM 1 0 2 0 0 0 2 0 2 205 3 12 1 147 0 9 363 4:30 PM 0 0 2 0 0 0 1 0 2 203 1 6 0 146 2 10 357 4:45 PM 1 0 3 0 2 0 1 0 3 207 0 14 3 132 2 4 354 5:00 PM 2 0 2 0 2 0 0 0 1 246 2 4 1 153 2 2 411 5:15 PM 1 0 1 0 1 0 2 0 2 226 7 7 4 154 4 5 402 5:30 PM 1 0 2 0 1 1 2 0 1 229 4 7 0 129 4 5 374 5:45 PM 0 0 4 0 3 0 0 0 1 217 2 1 2 105 4 2 338 Total Survey 6 0 22 0 10 1 9 1 12 1,729 21 58 11 1,106 20 43 2,947 Peak Hour Summary 4:45 PM to 5:45 PM Northbound Southbound Eastbound Westbound Longmire St Longmire St Yelm Ave W Yelm Ave W Total In Out Total HV In Out Total HV In Out Total HV In Out Total HV Volume 13 22 35 0 12 19 31 0 928 578 1,506 32 588 922 1,510 16 1,541 %HV 0.0% 0.0% 3.4% 2.7% 3.1% PHF 0.81 0.75 0.93 0.91 0.94 Northbound Southbound Eastbound Westbound Longmire St Longmire St Yelm Ave W Yelm Ave W Total L T R L T R L T R L T R Volume 5 0 8 6 1 5 7 908 13 8 568 12 1,541 PHF 0.63 0.00 0.67 0.75 0.25 0.63 0.58 0.92 0.46 0.50 0.92 0.75 0.94 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Longmire St Longmire St Yelm Ave W Yelm Ave W Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 2 0 13 0 3 0 5 1 7 811 6 39 4 565 6 29 1,422 4:15 PM 4 0 9 0 4 0 4 0 8 861 6 36 5 578 6 25 1,485 4:30 PM 4 0 8 0 5 0 4 0 8 882 10 31 8 585 10 21 1,524 4:45 PM 5 0 8 0 6 1 5 0 7 908 13 32 8 568 12 16 1,541 5:00 PM 4 0 9 0 7 1 4 0 5 918 15 19 7 541 14 14 1,525 Tuesday, May 23, 2006 By Movement By Approach Total Total Total Total 13 0.81 0.91 588 0.93 928 0.75 12 Mark Skaggs (206) 251-0300 7 908 13 12 568 8 5 8 5 1 6 0 22 13 Out In 12 19 In Out In 928 Out 578 922 Out 588 In PHF 0.81 HV 0.0% PHF 0.91 HV 2.7% PHF 0.93 HV 3.4% PHF 0.75 HV 0.0% Peak Hour Summary Summary 4:45 PM to 5:45 PM Peak Hour Summary 4:45 PM to 5:45 PM Tuesday, May 23, 2006 67 94 39 1 27 ?? ?? ?? ?? 33 0 566 ?? 520 567 0 ?? 14 60 ?? 0 971 896 ?? 931 0 15 ?? ?? ?? ?? 7 1 8 30 16 Count Period: 4:00 PM to 6:00 PM 971 WB 0.95 2.8% 567 0 0 Cullens Rd NW & Yelm Ave W Cullens Rd NW EB 0.91 3.5% 0 NB 0.57 0.0% 16 SB 0.88 4.5% Intersection 0.93 3.3% 67 1,621 Yelm Ave W Yelm Ave W Approach PHF HV% Volume Cullens Rd NW 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Cullens Rd NW & Yelm Ave W 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Cullens Rd NW Cullens Rd NW Yelm Ave W Yelm Ave W Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 0 0 4 0 9 0 8 1 13 186 1 8 3 120 11 6 355 4:15 PM 1 0 0 0 8 0 11 0 15 203 1 12 3 137 6 8 385 4:30 PM 1 0 6 0 3 0 8 0 14 203 3 6 2 140 4 10 384 4:45 PM 2 0 2 0 9 0 10 1 12 203 0 13 4 129 6 4 377 5:00 PM 2 1 4 0 6 0 6 0 21 239 6 4 7 132 11 2 435 5:15 PM 0 0 2 0 7 1 10 2 13 224 4 10 1 134 10 4 406 5:30 PM 3 0 0 0 5 0 13 0 14 230 5 7 2 125 6 6 403 5:45 PM 2 0 1 0 6 0 6 1 8 204 2 1 1 97 5 2 332 Total Survey 11 1 19 0 53 1 72 5 110 1,692 22 61 23 1,014 59 42 3,077 Peak Hour Summary 4:45 PM to 5:45 PM Northbound Southbound Eastbound Westbound Cullens Rd NW Cullens Rd NW Yelm Ave W Yelm Ave W Total In Out Total HV In Out Total HV In Out Total HV In Out Total HV Volume 16 30 46 0 67 94 161 3 971 566 1,537 34 567 931 1,498 16 1,621 %HV 0.0% 4.5% 3.5% 2.8% 3.3% PHF 0.57 0.88 0.91 0.95 0.93 Northbound Southbound Eastbound Westbound Cullens Rd NW Cullens Rd NW Yelm Ave W Yelm Ave W Total L T R L T R L T R L T R Volume 7 1 8 27 1 39 60 896 15 14 520 33 1,621 PHF 0.58 0.25 0.50 0.75 0.25 0.75 0.71 0.94 0.63 0.50 0.97 0.75 0.93 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Cullens Rd NW Cullens Rd NW Yelm Ave W Yelm Ave W Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 4 0 12 0 29 0 37 2 54 795 5 39 12 526 27 28 1,501 4:15 PM 6 1 12 0 26 0 35 1 62 848 10 35 16 538 27 24 1,581 4:30 PM 5 1 14 0 25 1 34 3 60 869 13 33 14 535 31 20 1,602 4:45 PM 7 1 8 0 27 1 39 3 60 896 15 34 14 520 33 16 1,621 5:00 PM 7 1 7 0 24 1 35 3 56 897 17 22 11 488 32 14 1,576 Tuesday, May 23, 2006 By Movement By Approach Total Total Total Total 16 0.57 0.95 567 0.91 971 0.88 67 Mark Skaggs (206) 251-0300 60 896 15 33 520 14 7 8 39 1 27 1 30 16 Out In 67 94 In Out In 971 Out 566 931 Out 567 In PHF 0.57 HV 0.0% 0.0% PHF 0.95 HV 2.8% PHF 0.91 HV 3.5% PHF 0.88 HV 4.5% Peak Hour Summary 4:45 PM to 5:45 PM Peak Hour Summary 4:45 PM to 5:45 PM Tuesday, May 23, 2006 14 8 4 0 10 ?? ?? ?? ?? 5 0 524 ?? 518 541 0 ?? 18 3 ?? 0 925 912 ?? 946 0 10 ?? ?? ?? ?? 2 0 24 28 26 Count Period: 4:00 PM to 6:00 PM 925 WB 0.92 3.3% 541 0 0 Killion Rd SE & Yelm Ave Killion Rd SE EB 0.90 3.6% 0 NB 0.72 0.0% 26 SB 0.58 21.4% Intersection 0.93 3.6% 14 1,506 Yelm Ave Yelm Ave Approach PHF HV% Volume Killion Rd SE 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Killion Rd SE & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Killion Rd SE Killion Rd SE Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 0 0 1 0 1 0 0 0 0 198 4 9 2 123 1 7 330 4:15 PM 0 0 6 0 2 0 1 0 2 192 2 12 2 132 5 9 344 4:30 PM 0 0 2 1 1 0 2 0 1 207 4 6 5 139 3 11 364 4:45 PM 0 0 3 0 2 0 2 1 0 198 2 14 6 124 3 6 340 5:00 PM 0 0 6 0 4 0 2 0 1 253 3 5 4 131 0 2 404 5:15 PM 2 0 6 0 2 0 0 1 1 225 1 8 7 138 2 6 384 5:30 PM 0 0 9 0 2 0 0 1 1 236 4 6 1 125 0 4 378 5:45 PM 0 0 6 0 2 0 0 0 1 197 2 1 4 99 0 3 311 Total Survey 2 0 39 1 16 0 7 3 7 1,706 22 61 31 1,011 14 48 2,855 Peak Hour Summary 4:45 PM to 5:45 PM Northbound Southbound Eastbound Westbound Killion Rd SE Killion Rd SE Yelm Ave Yelm Ave Total In Out Total HV In Out Total HV In Out Total HV In Out Total HV Volume 26 28 54 0 14 8 22 3 925 524 1,449 33 541 946 1,487 18 1,506 %HV 0.0% 21.4% 3.6% 3.3% 3.6% PHF 0.72 0.58 0.90 0.92 0.93 Northbound Southbound Eastbound Westbound Killion Rd SE Killion Rd SE Yelm Ave Yelm Ave Total L T R L T R L T R L T R Volume 2 0 24 10 0 4 3 912 10 18 518 5 1,506 PHF 0.25 0.00 0.67 0.63 0.00 0.50 0.75 0.90 0.63 0.64 0.94 0.42 0.93 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Killion Rd SE Killion Rd SE Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 0 0 12 1 6 0 5 1 3 795 12 41 15 518 12 33 1,378 4:15 PM 0 0 17 1 9 0 7 1 4 850 11 37 17 526 11 28 1,452 4:30 PM 2 0 17 1 9 0 6 2 3 883 10 33 22 532 8 25 1,492 4:45 PM 2 0 24 0 10 0 4 3 3 912 10 33 18 518 5 18 1,506 5:00 PM 2 0 27 0 10 0 2 2 4 911 10 20 16 493 2 15 1,477 Tuesday, May 23, 2006 By Movement By Approach Total Total Total Total 26 0.72 0.92 541 0.90 925 0.58 14 Mark Skaggs (206) 251-0300 3 912 10 5518 18 2 24 4 0 10 0 28 26 Out In 14 8 In Out In 925 Out 524 946 Out 541 In PHF 0.72 HV 0.0% PHF 0.92 HV 3.3% PHF 0.90 HV 3.6% PHF 0.58 HV 21.4% Peak Peak Hour Summary 4:45 PM to 5:45 PM Peak Hour Summary 4:30 PM to 5:30 PM Thursday, June 15, 2006 670 446 2 621 47 ?? ?? ?? ?? 31 0 6 ?? 4 386 0 ?? 351 0 ?? 0 0 0 ?? 319 0 0 ?? ?? ?? ?? 0 415 272 972 687 Count Period: 4:00 PM to 6:00 PM 0 WB 0.88 8.3% 386 0 0 SR 507 & SR 702 SR 507 EB 0.00 0.0% 0 NB 0.96 6.3% 687 SB 0.94 2.5% Intersection 0.97 5.3% 670 1,743 SR 702 SR 702 Approach PHF HV% Volume SR 507 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary SR 507 & SR 702 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start SR 507 SR 507 SR 702 SR 702 Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 0 74 83 11 5 142 8 9 0 0 0 0 64 4 9 8 389 4:15 PM 0 85 72 8 9 130 2 9 0 0 0 0 65 12 7 8 382 4:30 PM 0 84 76 11 14 164 0 3 0 0 0 0 77 3 5 7 423 4:45 PM 0 119 59 11 6 164 0 4 0 0 0 0 89 1 5 9 443 5:00 PM 0 107 71 10 11 151 0 4 0 0 0 0 102 0 8 5 450 5:15 PM 0 105 66 11 16 142 2 6 0 0 0 0 83 0 13 11 427 5:30 PM 0 109 64 9 16 146 1 5 0 0 0 0 75 1 9 5 421 5:45 PM 0 112 71 7 17 154 0 6 0 0 0 0 79 1 10 2 444 Total Survey 0 795 562 78 94 1,193 13 46 0 0 0 0 634 22 66 55 3,379 Peak Hour Summary 4:30 PM to 5:30 PM Northbound Southbound Eastbound Westbound SR 507 SR 507 SR 702 SR 702 Total In Out Total HV In Out Total HV In Out Total HV In Out Total HV Volume 687 972 1,659 43 670 446 1,116 17 0 6 6 0 386 319 705 32 1,743 %HV 6.3% 2.5% 0.0% 8.3% 5.3% PHF 0.96 0.94 0.00 0.88 0.97 Northbound Southbound Eastbound Westbound SR 507 SR 507 SR 702 SR 702 Total L T R L T R L T R L T R Volume 0 415 272 47 621 2 0 0 0 351 4 31 1,743 PHF 0.00 0.87 0.89 0.73 0.95 0.25 0.00 0.00 0.00 0.86 0.33 0.60 0.97 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start SR 507 SR 507 SR 702 SR 702 Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 0 362 290 41 34 600 10 25 0 0 0 0 295 20 26 32 1,637 4:15 PM 0 395 278 40 40 609 2 20 0 0 0 0 333 16 25 29 1,698 4:30 PM 0 415 272 43 47 621 2 17 0 0 0 0 351 4 31 32 1,743 4:45 PM 0 440 260 41 49 603 3 19 0 0 0 0 349 2 35 30 1,741 5:00 PM 0 433 272 37 60 593 3 21 0 0 0 0 339 2 40 23 1,742 Thursday, June 15, 2006 By Movement By Approach Total Total Total Total 687 0.96 0.88 386 0.00 0 0.94 670 Mark Skaggs (206) 251-0300 000 31 4351 0 272 2 621 47 415 972 687 Out In 670 446 In Out In 0Out 6 319 Out 386 In PHF 0.96 HV 6.3% PHF 0.88 HV 8.3% PHF 0.00 HV 0.0% PHF 0.94 HV 2.5% Peak Hour Summary 4:30 PM to 5:30 P MPeak Hour Summary 4:30 PM to 5:30 PM Thursday, June 15, 2006 0 793 ?? 781 1057 0 ?? 276 0 692 654 ?? 807 0 38 ?? ?? ?? 12 153 314 165 Count Period: 4:00 PM to 6:00 PM 692 WB 0.97 1.7% 1,057 0 0 Vail Rd SE & SR 507 EB 0.93 2.3% 0 NB 0.86 5.5% 165 SB 0.00 0.0% Intersection 0.96 2.2% 0 1,914 SR 507 SR 507 Approach PHF HV% Volume Vail Rd SE 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Vail Rd SE & SR 507 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Vail Rd SE Vail Rd SE SR 507 SR 507 Interval Time L R HV T R HV L T HV Total 4:00 PM 3 33 1 145 15 5 53 177 13 426 4:15 PM 4 34 2 149 17 4 58 171 5 433 4:30 PM 3 24 3 156 8 5 51 212 6 454 4:45 PM 3 45 3 151 9 3 60 194 4 462 5:00 PM 3 43 3 176 10 2 81 186 2 499 5:15 PM 3 41 0 171 11 6 84 189 6 499 5:30 PM 2 36 1 149 12 5 71 171 7 441 5:45 PM 1 35 1 139 11 4 69 166 4 421 Total Survey 22 291 14 1,236 93 34 527 1,466 47 3,635 Peak Hour Summary 4:30 PM to 5:30 PM Northbound Southbound Eastbound Westbound Vail Rd SE Vail Rd SE SR 507 SR 507 Total In Out Total HV In Out Total In Out Total HV In Out Total HV Volume 165 314 479 9 0 0 0 692 793 1,485 16 1,057 807 1,864 18 1,914 %HV 5.5% 0.0% 2.3% 1.7% 2.2% PHF 0.86 0.00 0.93 0.97 0.96 Northbound Southbound Eastbound Westbound Vail Rd SE Vail Rd SE SR 507 SR 507 Total L R T R L T Volume 12 153 654 38 276 781 1,914 PHF 1.00 0.85 0.93 0.86 0.82 0.92 0.96 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Vail Rd SE Vail Rd SE SR 507 SR 507 Interval Time L R HV T R HV L T HV Total 4:00 PM 13 136 9 601 49 17 222 754 28 1,775 4:15 PM 13 146 11 632 44 14 250 763 17 1,848 4:30 PM 12 153 9 654 38 16 276 781 18 1,914 4:45 PM 11 165 7 647 42 16 296 740 19 1,901 5:00 PM 9 155 5 635 44 17 305 712 19 1,860 Thursday, June 15, 2006 By Movement By Approach Total Total Total Total 165 0.86 0.97 1,057 0.93 692 0.00 0 Mark Skaggs (206) 251-0300 654 38 781 276 12 153 314 165 Out In 0 0 In Out In 692 Out 793 807 Out 1,057 In PHF 0.86 HV 5.5% PHF 0.97 HV 1.7% PHF 0.93 HV 2.3% PHF 0.00 HV 0.0% Peak Hour Summary 4:30 PM to 5:30 PM Peak Hour Summary 4:30 PM to 5:30 PM Thursday, June 15, 2006 27 40 6 21 ?? ?? ?? 35 0 767 ?? 761 796 0 5 ?? 0 672 667 ?? 688 0 Count Period: 4:00 PM to 6:00 PM 672 WB 0.93 2.0% 796 0 0 Old Mckenna Rd SE & SR 507 Old Mckenna Rd SE EB 0.95 2.5% 0 NB 0.00 0.0% 0 SB 0.56 0.0% Intersection 0.97 2.2% 27 1,495 SR 507 SR 507 Approach PHF HV% Volume 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Old Mckenna Rd SE & SR 507 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Old Mckenna Rd SE Old Mckenna Rd SE SR 507 SR 507 Interval Time L R HV L T HV T R HV Total 4:00 PM 10 2 1 0 151 4 168 7 9 338 4:15 PM 2 1 0 0 162 5 170 5 3 340 4:30 PM 4 2 0 1 159 4 204 11 4 381 4:45 PM 5 1 0 1 168 3 179 7 2 361 5:00 PM 9 3 0 0 166 3 197 9 5 384 5:15 PM 3 0 0 3 174 7 181 8 5 369 5:30 PM 8 2 1 1 158 5 165 8 4 342 5:45 PM 5 1 0 0 144 3 153 6 5 309 Total Survey 46 12 2 6 1,282 34 1,417 61 37 2,824 Peak Hour Summary 4:30 PM to 5:30 PM Northbound Southbound Eastbound Westbound Old Mckenna Rd SE Old Mckenna Rd SE SR 507 SR 507 Total In Out Total In Out Total HV In Out Total HV In Out Total HV Volume 0 0 0 27 40 67 0 672 767 1,439 17 796 688 1,484 16 1,495 %HV 0.0% 0.0% 2.5% 2.0% 2.2% PHF 0.00 0.56 0.95 0.93 0.97 Northbound Southbound Eastbound Westbound Old Mckenna Rd SE Old Mckenna Rd SE SR 507 SR 507 Total L R L T T R Volume 21 6 5 667 761 35 1,495 PHF 0.58 0.50 0.42 0.96 0.93 0.80 0.97 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Old Mckenna Rd SE Old Mckenna Rd SE SR 507 SR 507 Interval Time L R HV L T HV T R HV Total 4:00 PM 21 6 1 2 640 16 721 30 18 1,420 4:15 PM 20 7 0 2 655 15 750 32 14 1,466 4:30 PM 21 6 0 5 667 17 761 35 16 1,495 4:45 PM 25 6 1 5 666 18 722 32 16 1,456 5:00 PM 25 6 1 4 642 18 696 31 19 1,404 Thursday, June 15, 2006 By Movement By Approach Total Total Total Total 00.00 0.93 796 0.95 672 0.56 27 Mark Skaggs (206) 251-0300 5 667 35 761 6 21 0 0 Out In 27 40 In Out In 672 Out 767 688 Out 796 In PHF 0.00 HV 0.0% PHF 0.93 HV 2.0% PHF 0.95 HV 2.5% PHF 0.56 HV 0.0% Peak Hour Summary 4:30 PM to 5:30 PM Peak Hour Summary 4:30 PM to 5:30 PM Thursday, June 15, 2006 69 87 11 58 ?? ?? ?? 76 0 688 ?? 677 753 0 11 ?? 0 622 611 ?? 669 0 Count Period: 4:00 PM to 6:00 PM 622 WB 0.92 3.6% 753 0 0 Grove Rd & Yelm Ave E Grove Rd EB 0.97 5.3% 0 NB 0.00 0.0% 0 SB 0.82 1.4% Intersection 0.97 4.2% 69 1,444 Yelm Ave E Yelm Ave E Approach PHF HV% Volume 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Grove Rd & Yelm Ave E 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Grove Rd Grove Rd Yelm Ave E Yelm Ave E Interval Time L R HV L T HV T R HV Total 4:00 PM 9 4 1 2 140 8 154 16 9 325 4:15 PM 14 2 1 6 151 9 141 21 7 335 4:30 PM 16 5 0 2 146 4 181 24 6 374 4:45 PM 12 2 0 4 154 10 150 18 5 340 5:00 PM 17 2 1 2 154 6 177 17 6 369 5:15 PM 13 2 0 3 157 13 169 17 10 361 5:30 PM 6 4 1 3 148 6 143 24 5 328 5:45 PM 9 3 1 1 134 9 146 15 8 308 Total Survey 96 24 5 23 1,184 65 1,261 152 56 2,740 Peak Hour Summary 4:30 PM to 5:30 PM Northbound Southbound Eastbound Westbound Grove Rd Grove Rd Yelm Ave E Yelm Ave E Total In Out Total In Out Total HV In Out Total HV In Out Total HV Volume 0 0 0 69 87 156 1 622 688 1,310 33 753 669 1,422 27 1,444 %HV 0.0% 1.4% 5.3% 3.6% 4.2% PHF 0.00 0.82 0.97 0.92 0.97 Northbound Southbound Eastbound Westbound Grove Rd Grove Rd Yelm Ave E Yelm Ave E Total L R L T T R Volume 58 11 11 611 677 76 76 1,444 PHF 0.85 0.55 0.69 0.97 0.94 0.79 0.97 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Grove Rd Grove Rd Yelm Ave E Yelm Ave E Interval Time L R HV L T HV T R HV Total 4:00 PM 51 13 2 14 591 31 626 79 27 1,374 4:15 PM 59 11 2 14 605 29 649 80 24 1,418 4:30 PM 58 11 1 11 611 33 677 76 27 1,444 4:45 PM 48 10 2 12 613 35 639 76 26 1,398 5:00 PM 45 11 3 9 593 34 635 73 29 1,366 Thursday, June 15, 2006 By Movement By Approach Total Total Total Total 00.00 0.92 753 0.97 622 0.82 69 Mark Skaggs (206) 251-0300 11 611 76 677 11 58 0 0 Out In 69 87 In Out In 622 Out 688 669 Out 753 In PHF 0.00 HV 0.0% PHF 0.92 HV 3.6% PHF 0.97 HV 5.3% PHF 0.82 HV 1.4% Peak Hour Summary 4:30 PM to 5:30 PM Peak Hour Summary 4:15 PM to 5:15 PM Thursday, June 15, 2006 217 140 60 63 94 ?? ?? ?? ?? 38 0 832 ?? 603 687 0 ?? 46 53 ?? 0 869 669 ?? 839 0 147 ?? ?? ?? ?? 169 49 76 256 294 Count Period: 4:00 PM to 6:00 PM 869 WB 0.96 5.5% 687 0 0 Vancil Rd SE & Yelm Ave Vancil Rd SE EB 0.99 3.6% 0 NB 0.85 0.3% 294 SB 0.95 0.0% Intersection 0.98 3.4% 217 2,067 Yelm Ave Yelm Ave Approach PHF HV% Volume Vancil Rd SE 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Vancil Rd SE & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Vancil Rd SE Vancil Rd SE Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 34 9 16 0 21 14 16 0 13 154 32 5 12 134 11 19 466 4:15 PM 39 8 21 0 19 14 18 0 14 166 38 7 13 138 10 17 498 4:30 PM 33 14 15 0 24 18 15 0 13 161 42 3 11 151 16 11 513 4:45 PM 47 17 22 1 23 17 13 0 14 176 30 11 13 152 4 8 528 5:00 PM 50 10 18 0 28 14 14 0 12 166 37 10 9 162 8 2 528 5:15 PM 41 7 15 0 20 10 9 0 14 172 32 4 7 141 11 10 479 5:30 PM 36 12 20 1 25 15 11 0 14 166 47 4 10 157 9 5 522 5:45 PM 32 11 12 0 21 10 10 0 11 164 37 5 9 165 11 5 493 Total Survey 312 88 139 2 181 112 106 0 105 1,325 295 49 84 1,200 80 77 4,027 Peak Hour Summary 4:15 PM to 5:15 PM Northbound Southbound Eastbound Westbound Vancil Rd SE Vancil Rd SE Yelm Ave Yelm Ave Total In Out Total HV In Out Total HV In Out Total HV In Out Total HV Volume 294 256 550 1 217 140 357 0 869 832 1,701 31 687 839 1,526 38 2,067 %HV 0.3% 0.0% 3.6% 5.5% 3.4% PHF 0.85 0.95 0.99 0.96 0.98 Northbound Southbound Eastbound Westbound Vancil Rd SE Vancil Rd SE Yelm Ave Yelm Ave Total L T R L T R L T R L T R Volume 169 49 76 94 63 60 53 669 147 46 603 38 2,067 PHF 0.85 0.72 0.86 0.84 0.88 0.83 0.95 0.95 0.88 0.88 0.93 0.59 0.98 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Vancil Rd SE Vancil Rd SE Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 153 48 74 1 87 63 62 0 54 657 142 26 49 575 41 55 2,005 4:15 PM 169 49 76 1 94 63 60 0 53 669 147 31 46 603 38 38 2,067 4:30 PM 171 48 70 1 95 59 51 0 53 675 141 28 40 606 39 31 2,048 4:45 PM 174 46 75 2 96 56 47 0 54 680 146 29 39 612 32 25 2,057 5:00 PM 159 40 65 1 94 49 44 0 51 668 153 23 35 625 39 22 2,022 Thursday, June 15, 2006 By Movement By Approach Total Total Total Total 294 0.85 0.96 687 0.99 869 0.95 217 Mark Skaggs (206) 251-0300 53 669 147 38 603 46 169 76 60 63 94 49 256 294 Out In 217 140 In Out In 869 Out 832 839 Out 687 In PHF 0.85 HV 0.3% PHF 0.96 HV 5.5% PHF 0.99 HV 3.6% PHF 0.95 HV 0.0% Peak Hour Summary 4:15 PM to 5:15 PM Peak Hour Summary 5:00 PM to 6:00 PM Tuesday, June 13, 2006 58 53 24 7 27 ?? ?? ?? ?? 25 0 929 ?? 878 972 0 ?? 69 25 ?? 0 923 879 ?? 966 0 19 ?? ?? ?? ?? 27 3 60 95 90 Count Period: 4:00 PM to 6:00 PM 923 WB 0.97 2.8% 972 0 0 Prarie Park Ln SE & Yelm Ave Prarie Park Ln SE EB 0.96 3.8% 0 NB 0.68 1.1% 90 SB 0.73 0.0% Intersection 0.97 3.1% 58 2,043 Yelm Ave Yelm Ave Approach PHF HV% Volume Clark Rd SE 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Prarie Park Ln SE & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Clark Rd SE Prarie Park Ln SE Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 0 0 15 0 4 4 6 0 8 201 5 10 13 178 3 10 437 4:15 PM 7 1 16 5 10 1 6 0 4 219 4 8 16 202 5 18 491 4:30 PM 2 0 11 0 6 1 6 0 6 223 2 9 13 185 7 9 462 4:45 PM 9 2 12 1 6 2 5 0 5 229 2 13 19 164 11 8 466 5:00 PM 8 1 13 1 10 3 7 0 10 224 3 11 12 225 11 8 527 5:15 PM 11 1 21 0 7 1 9 0 7 227 7 6 21 202 3 8 517 5:30 PM 3 1 12 0 4 3 7 0 3 222 2 12 19 226 6 8 508 5:45 PM 5 0 14 0 6 0 1 0 5 206 7 6 17 225 5 3 491 Total Survey 45 6 114 7 53 15 47 0 48 1,751 32 75 130 1,607 51 72 3,899 Peak Hour Summary 5:00 PM to 6:00 PM Northbound Southbound Eastbound Westbound Clark Rd SE Prarie Park Ln SE Yelm Ave Yelm Ave Total In Out Total HV In Out Total HV In Out Total HV In Out Total HV Volume 90 95 185 1 58 53 111 0 923 929 1,852 35 972 966 1,938 27 27 2,043 %HV 1.1% 0.0% 3.8% 2.8% 3.1% PHF 0.68 0.73 0.96 0.97 0.97 Northbound Southbound Eastbound Westbound Clark Rd SE Prarie Park Ln SE Yelm Ave Yelm Ave Total L T R L T R L T R L T R Volume 27 3 60 27 7 24 25 879 19 69 878 25 2,043 PHF 0.61 0.75 0.71 0.68 0.58 0.67 0.63 0.97 0.68 0.82 0.97 0.57 0.97 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Clark Rd SE Prarie Park Ln SE Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 18 3 54 6 26 8 23 0 23 872 13 40 61 729 26 45 1,856 4:15 PM 26 4 52 7 32 7 24 0 25 895 11 41 60 776 34 43 1,946 4:30 PM 30 4 57 2 29 7 27 0 28 903 14 39 65 776 32 33 1,972 4:45 PM 31 5 58 2 27 9 28 0 25 902 14 42 71 817 31 32 2,018 5:00 PM 27 3 60 1 27 7 24 0 25 879 19 35 69 878 25 27 2,043 Tuesday, June 13, 2006 By Movement By Approach Total Total Total Total 90 0.68 0.97 972 0.96 923 0.73 58 Mark Skaggs (206) 251-0300 25 879 19 25 878 69 27 60 24 7 27 3 95 90 Out In 58 53 In Out In 923 Out 929 966 Out Out 972 In PHF 0.68 HV 1.1% PHF 0.97 HV 2.8% PHF 0.96 HV 3.8% PHF 0.73 HV 0.0% Peak Hour Summary 5:00 PM to 6:00 PM Peak Hour Summary 4:15 PM to 5:15 PM Tuesday, June 13, 2006 9 20 5 0 4 ?? ?? ?? ?? 11 0 890 ?? 884 904 0 ?? 9 9 ?? 0 919 909 ?? 924 0 1 ?? ?? ?? ?? 1 0 11 10 12 Count Period: 4:00 PM to 6:00 PM 919 WB 0.95 6.2% 904 0 0 4th St & Yelm Ave 4th St EB 0.95 5.3% 0 NB 0.50 0.0% 12 SB 0.45 11.1% Intersection 0.98 5.7% 9 1,844 Yelm Ave Yelm Ave Approach PHF HV% Volume 4th St 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary 4th St & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start 4th St 4th St Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 0 0 3 0 4 0 2 0 3 217 0 15 1 208 2 10 440 4:15 PM 0 0 0 0 1 0 1 0 1 242 0 13 2 220 2 20 469 4:30 PM 0 0 2 0 3 0 2 1 2 210 1 8 2 233 4 16 459 4:45 PM 1 0 5 0 0 0 0 0 2 223 0 14 2 213 2 7 448 5:00 PM 0 0 4 0 0 0 2 0 4 234 0 14 3 218 3 13 468 5:15 PM 0 0 1 0 1 0 1 0 7 237 0 8 2 202 1 12 452 5:30 PM 0 0 0 0 2 0 0 0 1 236 0 6 1 189 4 12 433 5:45 PM 0 0 2 0 0 0 1 0 0 204 0 7 3 179 1 9 390 Total Survey 1 0 17 0 11 0 9 1 20 1,803 1 85 16 1,662 19 99 3,559 Peak Hour Summary 4:15 PM to 5:15 PM Northbound Southbound Eastbound Westbound 4th St 4th St Yelm Ave Yelm Ave Total In Out Total HV In Out Total HV In Out Total HV In Out Total HV Volume 12 10 22 0 9 20 29 1 919 890 1,809 49 904 924 1,828 56 1,844 %HV 0.0% 11.1% 5.3% 6.2% 5.7% PHF 0.50 0.45 0.95 0.95 0.98 Northbound Southbound Eastbound Westbound 4th St 4th St Yelm Ave Yelm Ave Total L T R L T R L T R L T R Volume 1 0 11 4 0 5 9 909 1 9 884 11 1,844 PHF 0.25 0.00 0.55 0.33 0.00 0.63 0.56 0.94 0.25 0.75 0.95 0.69 0.98 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start 4th St 4th St Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 1 0 10 0 8 0 5 1 8 892 1 50 7 874 10 53 1,816 4:15 PM 1 0 11 0 4 0 5 1 9 909 1 49 9 884 11 56 1,844 4:30 PM 1 0 12 0 4 0 5 1 15 904 1 44 9 866 10 48 1,827 4:45 PM 1 0 10 0 3 0 3 0 14 930 0 42 8 822 10 44 1,801 5:00 PM 0 0 7 0 3 0 4 0 12 911 0 35 9 788 9 46 1,743 Tuesday, June 13, 2006 By Movement By Approach Total Total Total Total 12 0.50 0.95 904 0.95 919 0.45 9 Mark Skaggs (206) 251-0300 9 9091 11 884 9 1 11 5 0 4 0 10 12 Out In 9 20 In Out In 919 Out 890 924 Out 904 In PHF 0.50 HV 0.0% PHF 0.95 HV 6.2% PHF 0.95 HV 5.3% PHF 0.45 HV 11.1% Peak Hour Summary 4:15 PM to 5:15 PM Peak Hour Summary 5:00 PM to 6:00 PM Tuesday, June 13, 2006 5 7 1 0 4 ?? ?? ?? ?? 5 0 824 ?? 822 897 0 ?? 70 2 ?? 0 829 814 ?? 919 0 13 ?? ?? ?? ?? 1 0 101 83 102 Count Period: 4:00 PM to 6:00 PM 829 WB 0.96 4.2% 897 0 0 3rd Ave & Yelm Ave 3rd Ave EB 0.91 6.0% 0 NB 0.88 1.0% 102 SB 0.42 0.0% Intersection 0.96 4.9% 5 1,833 Yelm Ave Yelm Ave Approach PHF HV% Volume 3rd Ave 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary 3rd Ave & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start 3rd Ave 3rd Ave Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 1 0 22 0 1 0 1 0 0 190 5 17 16 169 2 14 407 4:15 PM 2 0 21 1 0 0 1 0 1 201 6 16 17 193 6 26 448 4:30 PM 0 0 24 0 1 0 0 0 0 205 3 16 6 187 2 20 428 4:45 PM 0 0 32 1 0 0 0 0 1 212 5 18 13 160 1 10 424 5:00 PM 1 0 21 0 1 0 1 0 0 209 2 12 14 202 1 11 452 5:15 PM 0 0 27 0 3 0 0 0 2 222 3 13 11 205 2 9 475 5:30 PM 0 0 24 0 0 0 0 0 0 200 5 15 26 203 0 13 458 5:45 PM 0 0 29 1 0 0 0 0 0 183 3 10 19 212 2 5 448 Total Survey 4 0 200 3 6 0 3 0 4 1,622 32 117 122 1,531 16 108 3,540 Peak Hour Summary 5:00 PM to 6:00 PM Northbound Southbound Eastbound Westbound 3rd Ave 3rd Ave Yelm Ave Yelm Ave Total In Out Total HV In Out Total HV In Out Total HV In Out Total HV Volume 102 83 185 1 5 7 12 0 829 824 1,653 50 897 919 1,816 38 1,833 %HV 1.0% 0.0% 6.0% 4.2% 4.9% PHF 0.88 0.42 0.91 0.96 0.96 Northbound Southbound Eastbound Westbound 3rd Ave 3rd Ave Yelm Ave Yelm Ave Total L T R L T R L T R L T R Volume 1 0 101 4 0 1 2 814 13 70 822 5 1,833 PHF 0.25 0.00 0.87 0.33 0.00 0.25 0.25 0.92 0.65 0.67 0.97 0.63 0.96 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start 3rd Ave 3rd Ave Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 3 0 99 2 2 0 2 0 2 808 19 67 52 709 11 70 1,707 4:15 PM 3 0 98 2 2 0 2 0 2 827 16 62 50 742 10 67 1,752 4:30 PM 1 0 104 1 5 0 1 0 3 848 13 59 44 754 6 50 1,779 4:45 PM 1 0 104 1 4 0 1 0 3 843 15 58 64 770 4 43 1,809 5:00 PM 1 0 101 1 4 0 1 0 2 814 13 50 70 822 5 38 1,833 Tuesday, June 13, 2006 By Movement By Approach Total Total Total Total 102 0.88 0.96 897 0.91 829 0.42 5 Mark Skaggs (206) 251-0300 2 814 13 5822 70 1 101 1 0 4 0 83 102 Out In 5 7 In Out In 829 Out 824 919 Out 897 In PHF 0.88 HV 1.0% PHF 0.96 HV 4.2% PHF 0.91 HV 6.0% PHF 0.42 HV 0.0% Peak Hour Summary 5:00 PM to 6:00 PM Peak Hour Summary 5:00 PM to 6:00 PM Tuesday, June 13, 2006 1 8 0 0 1 ?? ?? ?? ?? 7 0 812 ?? 808 822 0 ?? 7 1 ?? 0 782 781 ?? 821 0 0 ?? ?? ?? ?? 4 0 39 7 43 Count Period: 4:00 PM to 6:00 PM 782 WB 0.96 4.4% 822 0 0 2nd St & Yelm Ave 2nd St EB 0.91 6.0% 0 NB 0.83 0.0% 43 SB 0.25 0.0% Intersection 0.96 5.0% 1 1,648 Yelm Ave Yelm Ave Approach PHF HV% Volume 2nd St 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary 2nd St & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start 2nd St 2nd St Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 0 1 12 0 0 0 0 0 0 180 0 18 0 168 2 12 363 4:15 PM 0 0 10 0 0 0 0 0 0 191 0 12 9 184 3 19 397 4:30 PM 0 0 11 1 0 0 4 0 2 196 1 19 11 174 1 22 400 4:45 PM 0 0 17 0 1 0 1 1 1 203 1 17 2 155 4 11 385 5:00 PM 1 0 12 0 1 0 0 0 0 200 0 13 1 198 2 12 415 5:15 PM 1 0 9 0 0 0 0 0 0 216 0 9 1 202 2 8 431 5:30 PM 1 0 10 0 0 0 0 0 0 194 0 14 3 198 1 10 407 5:45 PM 1 0 8 0 0 0 0 0 1 171 0 11 2 210 2 6 395 Total Survey 4 1 89 1 2 0 5 1 4 1,551 2 113 29 1,489 17 100 3,193 Peak Hour Summary 5:00 PM to 6:00 PM Northbound Southbound Eastbound Westbound 2nd St 2nd St Yelm Ave Yelm Ave Total In Out Total HV In Out Total HV In Out Total HV In Out Total HV Volume 43 7 50 0 1 8 9 0 782 812 1,594 47 822 821 1,643 36 1,648 %HV 0.0% 0.0% 6.0% 4.4% 5.0% PHF 0.83 0.25 0.91 0.96 0.96 Northbound Southbound Eastbound Westbound 2nd St 2nd St Yelm Ave Yelm Ave Total L T R L T R L T R L T R Volume 4 0 39 1 0 0 1 781 0 7 808 7 1,648 PHF 1.00 0.00 0.81 0.25 0.00 0.00 0.25 0.90 0.00 0.58 0.96 0.88 0.96 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start 2nd St 2nd St Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 0 1 50 1 1 0 5 1 3 770 2 66 22 681 10 64 1,545 4:15 PM 1 0 50 1 2 0 5 1 3 790 2 61 23 711 10 64 1,597 4:30 PM 2 0 49 1 2 0 5 1 3 815 2 58 15 729 9 53 1,631 4:45 PM 3 0 48 0 2 0 1 1 1 813 1 53 7 753 9 41 1,638 5:00 PM 4 0 39 0 1 0 0 0 1 781 0 47 7 808 7 36 1,648 Tuesday, June 13, 2006 By Movement By Approach Total Total Total Total 43 0.83 0.96 822 0.91 782 0.25 1 Mark Skaggs (206) 251-0300 1 7810 7808 7 4 39 0 0 1 0 7 43 Out In 1 8 In Out In 782 Out 812 821 Out 822 In PHF 0.83 HV 0.0% PHF 0.96 HV 4.4% PHF 0.91 HV 6.0% PHF 0.25 HV 0.0% Peak Hour Summary 5:00 PM to 6:00 PM Peak Hour Summary 5:00 PM to 6:00 PM Tuesday, June 13, 2006 19 15 6 1 12 ?? ?? ?? ?? 13 0 872 ?? 864 880 0 ?? 3 2 ?? 0 756 753 ?? 785 0 1 ?? ?? ?? ?? 2 0 20 5 22 Count Period: 4:00 PM to 6:00 PM 756 WB 0.88 3.2% 880 0 0 Railroad Ave & Yelm Ave Railroad Ave EB 0.97 4.2% 0 NB 0.55 0.0% 22 SB 0.79 0.0% Intersection 0.93 3.6% 19 1,677 Yelm Ave Yelm Ave Approach PHF HV% Volume Railroad Ave 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Railroad Ave & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Railroad Ave Railroad Ave Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 0 0 4 0 4 1 0 0 2 179 1 5 5 175 4 16 375 4:15 PM 1 0 9 0 3 0 2 0 0 181 1 11 4 185 4 21 390 4:30 PM 0 0 6 0 2 0 1 0 1 186 1 8 1 176 2 16 376 4:45 PM 0 0 7 1 4 0 4 0 1 179 1 8 1 144 4 5 345 5:00 PM 2 0 8 0 5 0 1 0 1 179 0 9 1 193 3 7 393 5:15 PM 0 0 1 0 2 0 3 0 1 193 1 8 0 206 2 7 409 5:30 PM 0 0 6 0 3 0 1 0 0 191 0 10 2 241 6 10 450 5:45 PM 0 0 5 0 2 1 1 0 0 190 0 5 0 224 2 4 425 Total Survey 3 0 46 1 25 2 13 0 6 1,478 5 64 14 1,544 27 86 3,163 Peak Hour Summary 5:00 PM to 6:00 PM Northbound Southbound Eastbound Westbound Railroad Ave Railroad Ave Yelm Ave Yelm Ave Total In Out Total HV In Out Total HV In Out Total HV In Out Total HV Volume 22 5 27 0 19 15 34 0 756 872 1,628 32 880 785 1,665 28 1,677 %HV 0.0% 0.0% 4.2% 3.2% 3.6% PHF 0.55 0.55 0.79 0.97 0.88 0.93 Northbound Southbound Eastbound Westbound Railroad Ave Railroad Ave Yelm Ave Yelm Ave Total L T R L T R L T R L T R Volume 2 0 20 12 1 6 2 753 1 3 864 13 1,677 PHF 0.25 0.00 0.63 0.60 0.25 0.50 0.50 0.98 0.25 0.38 0.90 0.54 0.93 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Railroad Ave Railroad Ave Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 1 0 26 1 13 1 7 0 4 725 4 32 11 680 14 58 1,486 4:15 PM 3 0 30 1 14 0 8 0 3 725 3 36 7 698 13 49 1,504 4:30 PM 2 0 22 1 13 0 9 0 4 737 3 33 3 719 11 35 1,523 4:45 PM 2 0 22 1 14 0 9 0 3 742 2 35 4 784 15 29 1,597 5:00 PM 2 0 20 0 12 1 6 0 2 753 1 32 3 864 13 28 1,677 Tuesday, June 13, 2006 By Movement By Approach Total Total Total Total 22 0.55 0.88 880 0.97 756 0.79 19 Mark Skaggs (206) 251-0300 2 7531 13 864 3 2 20 6 1 12 0 5 22 Out In 19 15 In Out In 756 Out 872 785 Out 880 In PHF 0.55 HV 0.0% PHF 0.88 HV 3.2% PHF 0.97 HV 4.2% PHF 0.79 HV 0.0% Peak Hour Summary 5:00 PM to 6:00 PM Peak Hour Summary 5:00 PM to 6:00 PM Tuesday, June 13, 2006 0 641 ?? 638 657 0 ?? 19 0 751 739 ?? 747 0 12 ?? ?? ?? 3 8 31 11 Count Period: 4:00 PM to 6:00 PM 751 WB 0.91 2.1% 657 0 0 Rice St SW & Yelm Ave EB 0.93 1.1% 0 NB 0.69 0.0% 11 SB 0.00 0.0% Intersection 0.95 1.6% 0 1,419 Yelm Ave Yelm Ave Approach PHF HV% Volume Rice St SW 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Rice St SW & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Rice St SW Rice St SW Yelm Ave Yelm Ave Interval Time L R HV T R HV L T HV Total 4:00 PM 0 1 0 185 1 4 2 168 8 357 4:15 PM 1 4 0 177 0 3 8 166 4 356 4:30 PM 0 1 0 174 1 4 2 171 9 349 4:45 PM 1 3 1 171 3 6 4 124 3 306 5:00 PM 0 0 0 166 3 3 7 154 4 330 5:15 PM 1 3 0 176 4 2 3 178 6 365 5:30 PM 1 3 0 197 3 2 4 165 3 373 5:45 PM 1 2 0 200 2 1 5 141 1 351 Total Survey 5 17 1 1,446 17 25 35 1,267 38 2,787 Peak Hour Summary 5:00 PM to 6:00 PM Northbound Southbound Eastbound Westbound Rice St SW Rice St SW Yelm Ave Yelm Ave Total In Out Total HV In Out Total In Out Total HV In Out Total HV Volume 11 31 42 0 0 0 0 751 641 1,392 8 657 747 1,404 14 1,419 %HV 0.0% 0.0% 1.1% 2.1% 1.6% PHF 0.69 0.00 0.93 0.91 0.95 Northbound Southbound Eastbound Westbound Rice St SW Rice St SW Yelm Ave Yelm Ave Total L R T R L T Volume 3 8 739 12 19 638 1,419 PHF 0.75 0.67 0.92 0.75 0.68 0.90 0.95 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Rice St SW Rice St SW Yelm Ave Yelm Ave Interval Time L R HV T R HV L T HV Total 4:00 PM 2 9 1 707 5 17 16 629 24 1,368 4:15 PM 2 8 1 688 7 16 21 615 20 1,341 4:30 PM 2 7 1 687 11 15 16 627 22 1,350 4:45 PM 3 9 1 710 13 13 18 621 16 1,374 5:00 PM 3 8 0 739 12 8 19 638 14 1,419 Tuesday, June 13, 2006 By Movement By Approach Total Total Total Total 11 0.69 0.91 657 0.93 751 0.00 0 Mark Skaggs (206) 251-0300 739 12 638 19 3 831 11 Out In 0 0 In Out In 751 Out 641 747 Out 657 In PHF 0.69 HV 0.0% PHF 0.91 HV 2.1% PHF 0.93 HV 1.1% PHF 0.00 HV 0.0% Peak Hour Summary 5:00 PM to 6:00 PM Peak Hour Summary 5:00 PM to 6:00 PM Tuesday, June 13, 2006 31 96 18 0 13 ?? ?? ?? ?? 52 0 583 ?? 557 642 0 ?? 33 39 ?? 0 872 717 ?? 751 0 116 ?? ?? ?? ?? 8 5 21 149 34 Count Period: 4:00 PM to 6:00 PM 872 WB 0.89 2.2% 642 0 0 Soldberg St & Yelm Ave Soldberg St EB 0.92 1.0% 0 NB 0.77 0.0% 34 SB 0.86 0.0% Intersection 0.95 1.5% 31 1,579 Yelm Ave Yelm Ave Approach PHF HV% Volume Soldberg St 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary Soldberg St & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Soldberg St Soldberg St Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 7 0 1 0 1 2 1 0 2 184 21 3 8 161 2 9 390 4:15 PM 2 2 6 0 2 0 0 0 7 174 24 3 3 158 4 4 382 4:30 PM 3 1 2 0 1 0 0 0 7 167 25 5 15 146 5 10 372 4:45 PM 6 1 3 0 0 0 4 0 10 168 32 7 9 108 4 2 345 5:00 PM 4 1 6 0 1 0 5 0 9 162 29 3 7 144 9 5 377 5:15 PM 2 2 7 0 3 0 6 0 11 165 27 2 6 161 14 7 404 5:30 PM 1 2 4 0 3 0 5 0 10 198 29 2 6 145 12 2 415 5:45 PM 1 0 4 0 6 0 2 0 9 192 31 2 14 107 17 0 383 Total Survey 26 9 33 0 17 2 23 0 65 1,410 218 27 68 1,130 67 39 3,068 Peak Hour Summary 5:00 PM to 6:00 PM Northbound Southbound Eastbound Westbound Soldberg St Soldberg St Yelm Ave Yelm Ave Total In Out Total HV In Out Total HV In Out Total HV In Out Total HV Volume 34 149 183 0 31 96 127 0 872 583 1,455 9 642 751 1,393 14 1,579 %HV 0.0% 0.0% 1.0% 2.2% 1.5% PHF 0.77 0.86 0.92 0.89 0.95 Northbound Southbound Eastbound Westbound Soldberg St Soldberg St Yelm Ave Yelm Ave Total L T R L T R L T R L T R Volume 8 5 21 13 0 18 39 717 116 33 557 52 1,579 PHF 0.50 0.63 0.75 0.54 0.00 0.75 0.89 0.91 0.94 0.59 0.86 0.76 0.95 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start Soldberg St Soldberg St Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 18 4 12 0 4 2 5 0 26 693 102 18 35 573 15 25 1,489 4:15 PM 15 5 17 0 4 0 9 0 33 671 110 18 34 556 22 21 1,476 4:30 PM 15 5 18 0 5 0 15 0 37 662 113 17 37 559 32 24 1,498 4:45 PM 13 6 20 0 7 0 20 0 40 693 117 14 28 558 39 16 1,541 5:00 PM 8 5 21 0 13 0 18 0 39 717 116 9 33 557 52 14 1,579 Tuesday, June 13, 2006 By Movement By Approach Total Total Total Total 34 0.77 0.89 642 0.92 872 0.86 31 Mark Skaggs (206) 251-0300 39 717 116 52 557 33 8 21 18 0 13 5 149 34 Out In 31 96 In Out In 872 Out 583 751 Out 642 In PHF 0.77 HV 0.0% PHF 0.89 HV 2.2% PHF 0.92 HV 1.0% PHF 0.86 HV 0.0% Peak Hour Summary 5:00 PM to 6:00 PM Peak Hour Summary 4:30 PM to 5:30 PM Tuesday, May 23, 2006 224 258 105 78 41 ?? ?? ?? ?? 28 0 682 ?? 434 641 0 ?? 179 140 ?? 0 810 590 ?? 829 0 80 ?? ?? ?? ?? 143 90 198 337 431 Count Period: 4:00 PM to 6:00 PM 810 WB 0.97 4.5% 641 0 0 1st St N & Yelm Ave 1st St N EB 0.96 3.6% 0 NB 0.88 5.8% 431 SB 0.79 2.7% Intersection 0.93 4.2% 224 2,106 Yelm Ave Yelm Ave Approach PHF HV% Volume 1st St N 0 Mark Skaggs (206) 251-0300 Total Vehicle Summary 1st St N & Yelm Ave 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start 1st St N 1st St N Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 38 21 39 8 9 24 23 1 33 145 11 6 48 97 8 11 496 4:15 PM 39 25 51 10 9 26 37 5 23 147 18 15 37 120 4 19 536 4:30 PM 36 17 51 9 11 17 27 4 41 134 21 6 38 107 5 14 505 4:45 PM 27 19 41 4 9 15 23 1 33 139 25 6 52 109 2 4 494 5:00 PM 37 37 49 7 9 34 28 1 33 157 21 13 44 106 12 5 567 5:15 PM 43 17 57 5 12 12 27 0 33 160 13 4 45 112 9 6 540 5:30 PM 31 19 53 5 13 11 23 1 28 158 15 1 49 93 4 8 497 5:45 PM 30 29 54 3 5 16 28 6 30 149 17 2 49 77 3 1 487 Total Survey 281 184 395 51 77 155 216 19 254 1,189 141 53 362 821 47 68 4,122 Peak Hour Summary 4:30 PM to 5:30 PM Northbound Southbound Eastbound Westbound 1st St N 1st St N Yelm Ave Yelm Ave Total In Out Total HV In Out Total HV In Out Total HV In Out Total HV Volume 431 337 768 25 224 258 482 6 810 682 1,492 29 641 829 1,470 29 2,106 %HV 5.8% 2.7% 3.6% 4.5% 4.2% PHF 0.88 0.79 0.96 0.97 0.93 Northbound Southbound Eastbound Westbound 1st St N 1st St N Yelm Ave Yelm Ave Total L T R L T R L T R L T R Volume 143 90 198 41 78 105 140 590 80 179 434 28 2,106 PHF 0.83 0.61 0.87 0.85 0.57 0.94 0.85 0.92 0.80 0.86 0.97 0.58 0.93 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Start 1st St N 1st St N Yelm Ave Yelm Ave Interval Time L T R HV L T R HV L T R HV L T R HV Total 4:00 PM 140 82 182 31 38 82 110 11 130 565 75 33 175 433 19 48 2,031 4:15 PM 139 98 192 30 38 92 115 11 130 577 85 40 171 442 23 42 2,102 4:30 PM 143 90 198 25 41 78 105 6 140 590 80 29 179 434 28 29 2,106 4:45 PM 138 92 200 21 43 72 101 3 127 614 74 24 190 420 27 23 2,098 5:00 PM 141 102 213 20 39 73 106 8 124 624 66 20 187 388 28 20 2,091 Tuesday, May 23, 2006 By Movement By Approach Total Total Total Total 431 0.88 0.97 641 0.96 810 0.79 224 Mark Skaggs (206) 251-0300 140 590 80 28 434 179 143 198 105 78 41 90 337 431 Out In 224 258 In Out In 810 Out 682 829 Out 641 In PHF 0.88 HV 5.8% PHF 0.97 HV 4.5% PHF 0.96 HV 3.6% PHF 0.79 HV 2.7% Peak Hour Summary 4:30 PM to 5:30 PM The Transpo Group | 06247r1 Page 2 Appendix B: Level of Service Definitions Highway Capacity Manual, 2000 Signalized intersection level of service (LOS) is defined in terms of the average total vehicle delay of all movements through an intersection. Vehicle delay is a method of quantifying several intangible factors, including driver discomfort, frustration, and lost travel time. Specifically, LOS criteria are stated in terms of average delay per vehicle during a specified time period (for example, the PM peak hour). Vehicle delay is a complex measure based on many variables, including signal phasing (i.e., progression of movements through the intersection), signal cycle length, and traffic volumes with respect to intersection capacity. Table 1 shows LOS criteria for signalized intersections, as described in the Highway Capacity Manual (Transportation Research Board, Special Report 209, 2000). Table 1. Level of Service Criteria for Signalized Intersections Level of Service Average Control Delay (sec/veh) General Description (Signalized Intersections) A ??10 Free Flow B >10 -20 Stable Flow (slight delays) C >20 -35 Stable flow (acceptable delays) D >35 -55 Approaching unstable flow (tolerable delay, occasionally wait through more than one signal cycle before proceeding) E >55 -80 Unstable flow (intolerable delay) F >80 Forced flow (jammed) Unsignalized intersection LOS criteria can be further reduced into two intersection types: all-way stop-controlled and two-way stop-controlled. All-way, stop-controlled intersection LOS is expressed in terms of the average vehicle delay of all of the movements, much like that of a signalized intersection. Two-way, stop-controlled intersection LOS is defined in terms of the average vehicle delay of an individual movement(s). This is because the performance of a two-way, stop-controlled intersection is more closely reflected in terms of its individual movements, rather than its performance overall. For this reason, LOS for a two-way, stop-controlled intersection is defined in terms of its individual movements. With this in mind, total average vehicle delay (i.e., average delay of all movements) for a two-way, stop-controlled intersection should be viewed with discretion. Table 2 shows LOS criteria for unsignalized intersections (both all-way and two-way, stopcontrolled). Table 2. Level of Service Criteria for Unsignalized Intersections Level of Service Average Control Delay (sec/veh) A 0 -10 B ??10 -15 C ??15 -25 D ??25 -35 E ??35 -50 F ??50 The Transpo Group | 06247r1 Page 3 Appendix C: Capacity Analysis Worksheets HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 1: Mud Run Rd SE & SR 510 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement WBL WBR NBT NBR SBL SBT Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 5 5 465 5 5 805 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 5 5 489 5 5 847 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1350 492 495 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1350 492 495 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 97 99 100 cM capacity (veh/h) 167 581 1069 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 11 495 853 Volume Left 5 0 5 Volume Right 5 5 0 cSH 259 1700 1069 Volume to Capacity 0.04 0.29 0.00 Queue Length 95th (ft) 3 0 0 Control Delay (s) 19.5 0.0 0.1 Lane LOS C C A Approach Delay (s) 19.5 0.0 0.1 Approach LOS C Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 56.3% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 2: 86th Ave SE & SR 510 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBR NBL NBT SBT SBR Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 0 0 5 470 815 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 0 0 5 495 858 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1366 861 863 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1366 861 863 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 99 cM capacity (veh/h) 163 358 775 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 0 500 863 Volume Left 0 5 0 Volume Right 0 0 5 cSH 1700 775 1700 Volume to Capacity 0.00 0.01 0.51 Queue Length 95th (ft) 0 1 0 Control Delay (s) 0.0 0.2 0.0 Lane LOS A A Approach Delay (s) 0.0 0.2 0.0 Approach LOS A Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 46.5% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 3: 89th Ave SE & SR 510 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBR NBL NBT SBT SBR Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 0 5 0 470 730 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 0 5 0 516 802 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1319 802 802 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1319 802 802 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 99 100 cM capacity (veh/h) 175 387 821 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 5 516 802 Volume Left 0 0 0 Volume Right 5 0 0 cSH 387 821 1700 Volume to Capacity 0.01 0.00 0.47 Queue Length 95th (ft) 1 0 0 Control Delay (s) 14.4 0.0 0.0 Lane LOS B Approach Delay (s) 14.4 0.0 0.0 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 48.4% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 4: Yelm Ave & Burnett Rd SE 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 20 705 465 15 20 5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 22 783 517 17 22 6 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 533 1353 525 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 533 1353 525 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 98 86 99 cM capacity (veh/h) 1029 160 549 Direction, Lane # EB 1 WB 1 SB 1 Volume Volume Total 806 533 28 Volume Left 22 0 22 Volume Right 0 17 6 cSH 1029 1700 187 Volume to Capacity 0.02 0.31 0.15 Queue Length 95th (ft) 2 0 13 Control Delay (s) 0.6 0.0 27.7 Lane LOS A D Approach Delay (s) 0.6 0.0 27.7 Approach LOS D Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 63.2% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 5: Yelm Ave & 93rd Ave SE 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 710 15 30 475 10 55 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 780 16 33 522 11 60 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 797 1376 788 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 797 1376 788 tC, single (s) 4.1 6.5 6.3 tC, 2 stage (s) tF (s) 2.2 3.6 3.4 p0 queue free % 96 93 84 cM capacity (veh/h) 817 150 383 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 797 555 71 Volume Left 0 33 11 Volume Right 16 0 60 cSH 1700 817 309 Volume to Capacity 0.47 0.04 0.23 Queue Length 95th (ft) 0 3 22 Control Delay (s) 0.0 1.1 20.1 Lane LOS A C Approach Delay (s) 0.0 1.1 20.1 Approach LOS C Intersection Summary Average Delay 1.4 Intersection Capacity Utilization 60.2% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 6: Yelm Ave & Mountain View Rd SE 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 10 775 0 0 515 10 0 0 0 15 0 5 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 Hourly flow rate (vph) 10 807 0 0 536 10 0 0 0 16 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 547 807 1375 1375 807 1370 1370 542 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 547 807 1375 1375 807 1370 1370 542 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.2 6.6 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 100 100 100 87 100 99 cM capacity (veh/h) 1012 809 122 145 384 121 143 535 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total 818 547 0 0 21 Volume Left 10 0 0 0 16 Volume Right 0 10 0 0 5 cSH 1012 809 1700 1700 150 Volume to Capacity 0.01 0.00 0.00 0.00 0.14 Queue Length 95th (ft) 1 0 0 0 12 Control Delay (s) 0.3 0.0 0.0 0.0 32.9 Lane LOS A A A D Approach Delay (s) 0.3 0.0 0.0 32.9 Approach LOS A D Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 58.8% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 7: Yelm Ave & Killion St SE 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 5 910 520 5 10 5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 5 978 559 5 11 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 565 1551 562 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 565 1551 562 tC, single (s) 4.1 6.6 6.4 tC, 2 stage (s) tF (s) 2.2 3.7 3.5 p0 queue free % 99 90 99 cM capacity (veh/h) 997 112 492 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 984 565 16 Volume Left 5 0 11 Volume Right 0 5 5 cSH 997 1700 151 Volume to Capacity 0.01 0.33 0.11 Queue Length 95th (ft) 0 0 9 Control Delay (s) 0.2 0.0 31.6 Lane LOS LOS A D Approach Delay (s) 0.2 0.0 31.6 Approach LOS D Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 61.9% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 8: Yelm Ave & Cullens St 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 60 895 15 15 520 35 5 5 10 25 5 40 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 65 962 16 16 559 38 5 5 11 27 5 43 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 597 978 1755 1728 970 1723 1718 578 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 597 978 1755 1728 970 1723 1718 578 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.2 6.6 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 93 98 90 93 97 54 93 92 cM capacity (veh/h) 970 701 55 81 310 59 80 510 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1043 613 22 75 Volume Left 65 16 5 27 Volume Right 16 38 11 43 cSH 970 701 108 124 Volume to Capacity 0.07 0.02 0.20 0.61 Queue Length 95th (ft) 5 2 18 77 Control Delay (s) 1.9 0.6 46.5 71.2 Lane LOS A A E F Approach Delay (s) 1.9 0.6 46.5 71.2 Approach LOS E F Intersection Summary Average Delay 5.0 Intersection Capacity Utilization 89.4% ICU Level of Service E Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 9: Yelm Ave & Longmire St 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 910 15 10 570 10 5 0 10 5 5 5 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 5 968 16 11 606 11 5 0 11 5 5 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 617 984 1628 1625 976 1630 1628 612 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 617 984 1628 1625 976 1630 1628 612 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 98 93 100 97 93 95 99 cM capacity (veh/h) 958 698 77 101 307 78 101 497 497 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 989 628 16 16 Volume Left 5 11 5 5 Volume Right 16 11 11 5 cSH 958 698 154 121 Volume to Capacity 0.01 0.02 0.10 0.13 Queue Length 95th (ft) 0 1 8 11 Control Delay (s) 0.2 0.4 31.0 39.1 Lane LOS A A D E Approach Delay (s) 0.2 0.4 31.0 39.1 Approach LOS D E Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 61.5% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 10: Yelm Ave & Solberg St 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 40 715 115 35 555 50 10 5 20 15 0 20 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 Hourly flow rate (vph) 42 753 121 37 584 53 11 5 21 16 0 21 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 637 874 1576 1608 813 1545 1642 611 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 637 874 1576 1608 813 1545 1642 611 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 96 95 87 95 94 80 100 96 cM capacity (veh/h) 952 772 80 96 381 80 92 498 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total 42 874 37 637 37 37 Volume Left 42 0 37 0 11 16 Volume Right 0 121 0 53 21 21 cSH 952 1700 772 1700 153 153 Volume to Capacity 0.04 0.51 0.05 0.37 0.24 0.24 Queue Length 95th (ft) 3 0 4 0 22 22 Control Delay (s) 9.0 0.0 9.9 0.0 35.9 35.8 Lane LOS A A E E Approach Delay (s) 0.4 0.5 35.9 35.8 Approach LOS E E Intersection Summary Average Delay 2.0 Intersection Capacity Utilization 54.6% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 11: Yelm Ave & Rice St SW 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 740 10 20 640 5 10 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 779 11 21 674 5 11 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 1196 pX, platoon unblocked vC, conflicting volume 789 1500 784 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 789 1500 784 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 97 96 97 cM capacity (veh/h) 830 132 396 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 789 695 16 Volume Left 0 21 5 Volume Right 11 0 11 cSH 1700 830 238 Volume to Capacity 0.46 0.03 0.07 Queue Length 95th (ft) 0 2 5 Control Delay (s) 0.0 0.7 21.2 21.2 Lane LOS A C Approach Delay (s) 0.0 0.7 21.2 Approach LOS C Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 59.8% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 12: Yelm Ave & Edwards St 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 35 730 15 5 540 55 0 5 5 35 10 40 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 36 753 15 5 557 57 0 5 5 36 10 41 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 731 pX, platoon unblocked 0.98 0.98 0.98 0.98 0.98 0.98 vC, conflicting volume 613 768 1474 1456 760 1436 1436 585 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 605 768 1484 1466 760 1445 1445 576 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 96 99 100 96 99 64 92 92 cM capacity (veh/h) 948 837 85 121 409 100 125 510 Direction, Lane # EB 1 WB 1 NB 1 SB 1 SB 2 Volume Total 804 619 10 36 52 Volume Left 36 5 0 36 0 Volume Right 15 57 5 0 41 cSH 948 837 187 100 315 Volume to Capacity 0.04 0.01 0.06 0.36 0.16 Queue Length 95th (ft) 3 0 4 36 14 Control Delay (s) 1.0 0.2 25.4 59.9 18.7 Lane LOS A A D F C Approach Delay (s) 1.0 0.2 25.4 35.6 Approach LOS D E Intersection Summary Average Delay 2.8 Intersection Capacity Utilization 77.6% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 13: Yelm Ave & SW Railroad Ave 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 755 5 5 865 15 5 0 20 10 5 5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 5 812 5 5 930 16 5 0 22 11 5 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 357 pX, platoon unblocked 0.74 0.74 0.74 0.74 0.74 0.74 vC, conflicting volume 946 817 1782 1782 815 1796 1777 938 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 927 817 2057 2057 815 2075 2050 916 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 99 80 100 94 61 87 98 cM capacity ((veh/h) 540 806 26 41 381 28 41 246 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 823 952 27 22 Volume Left 5 5 5 11 Volume Right 5 16 22 5 cSH 540 806 104 40 Volume to Capacity 0.01 0.01 0.26 0.54 Queue Length 95th (ft) 1 1 24 48 Control Delay (s) 0.3 0.2 51.5 174.2 Lane LOS A A F F Approach Delay (s) 0.3 0.2 51.5 174.2 Approach LOS F F Intersection Summary Average Delay 3.1 Intersection Capacity Utilization 59.8% ICU Level of Service B Analysis Period (min) 15 Timings Existing PM Peak 14: Yelm Ave & First St 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 151 634 86 194 500 156 312 43 199 Act Effct Green (s) 12.2 53.3 53.3 14.6 55.7 29.5 23.0 22.6 15.6 Actuated g/C Ratio 0.11 0.48 0.48 0.13 0.51 0.27 0.21 0.21 0.14 v/c Ratio 0.79 0.72 0.11 0.85 0.55 0.55 0.77 0.26 0.70 Control Delay 75.2 29.5 9.7 72.8 17.8 38.7 43.4 31.8 45.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 75.2 29.5 9.7 72.8 17.8 38.7 43.4 31.8 45.9 LOS E C A E B D D C D Approach Delay 35.5 33.2 41.8 43.4 Approach LOS D C D D Queue Length 50th (ft) 105 371 16 121 251 83 152 21 96 Queue Length 95th (ft) #202 525 45 #258 371 140 #303 49 175 Internal Link Dist (ft) 277 214 242 244 Turn Bay Length (ft) 120 120 120 120 80 Base Capacity (vph) 205 885 776 237 909 288 405 230 335 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.74 0.72 0.11 0.82 0.55 0.54 0.77 0.19 0.59 Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 65 (59%), Referenced to phase 2:EBT and 6:WBT, Start of Green Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 36.9 Intersection LOS: D Intersection Capacity Utilization 75.5% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis Existing PM Peak 14: Yelm Ave & First St 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.90 1.00 0.91 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1736 1827 1553 1719 1792 1703 1607 1752 1688 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.29 1.00 0.29 1.00 Satd. Flow (perm) 1736 1827 1553 1719 1792 528 1607 527 1688 Volume (vph) 140 590 80 180 435 30 145 90 200 40 80 105 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 151 634 86 194 468 32 156 97 215 43 86 113 RTOR Reduction (vph) 0 0 25 0 2 0 0 70 0 0 44 0 Lane Group Flow (vph) 151 634 61 194 498 0 156 242 0 43 155 0 Heavy Vehicles (%) 4% 4% 4% 5% 5% 5% 6% 6% 6% 3% 3% 3% Parking (#/hr) 5 Turn Type Prot Perm Prot pm+pt pm+pt Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 4 8 Actuated Green, G (s) 11.7 50.9 50.9 14.1 53.3 31.5 22.5 21.5 17.0 Effective Green, g (s) 12.2 51.4 51.4 14.6 53.8 32.0 23.0 22.5 17.5 Actuated g/C Ratio 0.11 0.47 0.47 0.13 0.49 0.29 0.21 0.20 0.16 Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Vehicle Extension (s) 2.0 2.8 2.8 2.0 2.8 2.0 2.8 2.0 2.8 Lane Grp Cap (vph) 193 854 726 228 876 266 336 163 269 v/s Ratio Prot 0.09 c0.35 c0.11 0.28 c0.06 c0.15 0.01 0.09 v/s Ratio Perm 0.04 0.11 0.04 v/c Ratio 0.78 0.74 0.08 0.85 0.57 0.59 0.72 0.26 0.58 Uniform Delay, d1 47.6 23.9 16.3 46.6 19.9 31.1 40.5 36.0 42.8 Progression Factor 1.00 1.00 1.00 0.96 0.78 1.00 1.00 1.00 1.00 Incremental Delay, d2 17.1 5.8 0.2 20.8 2.2 2.1 7.3 0.3 2.8 Delay (s) 64.7 29.7 16.5 65.8 17.8 33.3 47.8 36.4 45.6 Level of Service E C B E B C D D D Approach Delay (s) 34.5 31.2 42.9 44.0 Approach LOS C C D D Intersection Summary HCM Average Control Delay 36.2 HCM Level of Service D HCM Volume to Capacity ratio 0.72 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 75.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 15: Yelm Ave & Second St 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 780 0 5 810 5 5 0 40 5 0 0 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 Hourly flow rate (vph) 5 812 0 5 844 5 5 0 42 5 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 294 pX, platoon unblocked 0.72 0.72 0.72 0.72 0.72 0.72 vC, conflicting volume 849 812 1680 1682 812 1721 1680 846 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 849 738 1950 1954 738 2008 1950 846 tC, single (s) 4.2 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.3 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 99 85 100 86 81 100 100 cM capacity (veh/h) 772 615 35 46 301 27 46 365 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 818 854 47 5 Volume Left 5 5 5 5 Volume Right 0 5 42 0 cSH 772 615 162 27 Volume to Capacity 0.01 0.01 0.29 0.19 Queue Length 95th (ft) 1 1 28 15 Control Delay (s) 0.2 0.3 35.9 166.6 Lane LOS A A E F Approach Delay (s) 0.2 0.3 35.9 166.6 Approach LOS E F Intersection Summary Average Delay 1.7 Intersection Capacity Utilization 56.3% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 16: Yelm Ave & Third St 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 815 15 70 820 5 5 0 100 5 0 5 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 Hourly flow rate (vph) 5 849 16 73 854 5 5 0 104 5 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 781 1132 pX, platoon unblocked 0.73 0.72 0.85 0.85 0.72 0.85 0.85 0.73 vC, conflicting volume 859 865 1875 1872 857 1974 1878 857 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 808 811 1555 1552 800 1671 1558 804 tC, single (s) 4.2 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.3 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 87 92 100 62 86 100 98 cM capacity (veh/h) 585 578 69 84 277 37 84 282 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 870 932 109 10 Volume Left 5 73 5 5 Volume Right 16 5 104 5 cSH 585 578 243 65 Volume to Capacity 0.01 0.13 0.45 0.16 Queue Length 95th (ft) 1 11 54 13 Control Delay (s) 0.3 3.8 31.5 70.6 Lane LOS A A D F Approach Delay (s) 0.3 3.8 31.5 70.6 Approach LOS D F Intersection Summary Average Delay 4.1 Intersection Capacity Utilization 106.3% ICU Level of Service G Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 17: Yelm Ave & Fourth St 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 10 910 5 10 885 10 5 0 10 5 0 5 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Hourly flow rate (vph) 10 929 5 10 903 10 5 0 10 5 0 5 Pedestrians Lane Width (ft) Walking Speed Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) 1218 695 pX, platoon unblocked 0.75 0.74 0.86 0.86 0.74 0.86 0.86 0.75 vC, conflicting volume 913 934 1880 1885 931 1888 1883 908 vC1, stage 1 conf vol 952 952 929 929 vC2, stage 2 conf vol 929 934 959 954 vCu, unblocked vol 884 910 1587 1593 907 1596 1590 878 tC, single (s) 4.1 4.2 7.1 6.5 6.2 7.2 6.6 6.3 tC, 2 stage (s) 6.1 5.5 6.2 5.6 tF (s) 2.2 2.3 3.5 4.0 3.3 3.6 4.1 3.4 p0 queue free % 98 98 96 100 96 96 100 98 cM capacity (veh/h) 565 540 139 156 249 129 149 251 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total 10 934 10 913 15 10 Volume Left 10 0 10 0 5 5 Volume Right 0 5 0 10 10 5 cSH 565 1700 540 1700 197 170 Volume to Capacity 0.02 0.55 0.02 0.54 0.08 0.06 Queue Length 95th (ft) 1 0 1 0 6 5 Control Delay (s) 11.5 0.0 11.8 0.0 24.8 27.5 Lane LOS B B C D Approach Delay (s) 0.1 0.1 24.8 27.5 Approach LOS C D Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15 Timings Existing PM Peak 18: Yelm Ave & Prairie Park 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 26 928 72 933 26 67 26 31 Act Effct Green (s) 93.5 89.1 93.6 90.8 7.8 7.8 7.8 7.8 Actuated g/C Ratio 0.85 0.81 0.85 0.83 0.07 0.07 0.07 0.07 v/c Ratio 0.10 0.63 0.28 0.62 0.26 0.39 0.27 0.22 Control Delay 2.0 5.0 3.7 7.2 54.4 20.6 54.8 24.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 2.0 5.0 3.7 7.2 54.4 20.6 54.8 24.2 LOS A A A A D C D C Approach Delay 4.9 7.0 30.1 38.2 Approach LOS A A C D Queue Length 50th (ft) 2 108 1 406 18 3 18 3 Queue Length 95th (ft) m4 169 m3 520 46 46 46 33 Internal Link Dist (ft) 615 380 822 257 Turn Bay Length (ft) 120 150 120 80 Base Capacity (vph) 329 1475 336 1516 265 359 259 338 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.08 0.63 0.21 0.62 0.10 0.19 0.10 0.09 Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 6 (5%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 7.9 Intersection LOS: A Intersection Capacity Utilization 70.9% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis Existing PM Peak 18: Yelm Ave & Prairie Park 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 1.00 0.86 1.00 0.87 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1736 1821 1752 1837 1787 1620 1805 1661 Flt Permitted 0.25 1.00 0.24 1.00 0.74 1.00 0.71 1.00 Satd. Flow (perm) 453 1821 447 1837 1386 1620 1355 1661 Volume (vph) 25 880 20 70 880 25 25 5 60 25 5 25 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 26 907 21 72 907 26 26 5 62 26 5 26 RTOR Reduction (vph) 0 0 0 0 0 0 0 58 0 0 24 0 Lane Group Flow (vph) 26 928 0 72 933 0 26 9 0 26 7 0 Heavy Vehicles (%) 4% 4% 4% 3% 3% 3% 1% 1% 1% 0% 0% 0% Turn Type pm+pt pm+pt Perm Perm Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 4 8 Actuated Green, G (s) 89.7 86.1 91.6 86.8 6.1 6.1 6.1 6.1 Effective Green, g (s) 90.7 86.6 92.1 87.3 6.6 6.6 6.6 6.6 Actuated g/C Ratio 0.82 0.79 0.84 0.79 0.06 0.06 0.06 0.06 Clearance Time (s) 4.5 4.5 4.0 4.5 4.5 4.5 4.5 4.5 Vehicle Extension (s) 2.5 2.8 2.5 2.8 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 421 1434 431 1458 83 97 81 100 v/s Ratio Prot 0.00 c0.51 c0.01 0.51 0.01 0.00 v/s Ratio Perm 0.05 0.13 0.02 c0.02 v/c Ratio 0.06 0.65 0.17 0.64 0.31 0.09 0.32 0.07 Uniform Delay, d1 3.6 5.1 3.9 4.8 49.5 48.9 49.6 48.8 Progression Factor 0.98 0.54 0.90 0.96 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.0 1.9 0.1 2.0 1.6 0.3 1.7 0.2 Delay (s) 3.6 4.6 3.7 6.6 51.1 49.2 51.2 49.0 Level of Service A A A A D D D D Approach Delay (s) 4.6 6.4 49.7 50.0 Approach LOS A A D D Intersection Summary HCM Average Control Delay 8.7 HCM Level of Service A HCM Volume to Capacity ratio 0.60 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 70.9% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 19: Yelm Ave & 103rd Ave SE 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 70 890 0 0 705 20 5 0 5 5 0 45 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 72 918 0 0 727 21 5 0 5 5 0 46 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 1 Upstream signal (ft) 460 1132 pX, platoon unblocked 0.83 0.76 0.84 0.84 0.76 0.84 0.84 0.83 vC, conflicting volume 747 918 1845 1809 918 1804 1799 737 vC1, stage 1 conf vol 737 737 vC2, stage 2 conf vol 1067 1062 vCu, unblocked vol 697 892 1708 1665 892 1659 1653 685 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 90 100 90 100 98 96 100 88 cM capacity (veh/h) 742 575 50 74 262 131 150 374 Direction, Lane # EB 1 EB 2 WB 1 NB 1 SB 1 SB 2 Volume Total 72 918 747 10 5 46 Volume Left 72 0 0 5 5 0 Volume Right 0 0 21 5 0 46 cSH 742 1700 1700 83 131 374 Volume to Capacity 0.10 0.54 0.44 0.12 0.04 0.12 Queue Length 95th (ft) 8 0 0 10 3 11 Control Delay (s) 10.4 0.0 0.0 54.1 33.5 16.0 Lane LOS B F D C Approach Delay (s) 0.8 0.0 54.1 17.7 Approach LOS F C Intersection Summary Average Delay 1.2 Intersection Capacity Utilization 58.6% ICU Level of Service B Analysis Period (min) 15 Timings Existing PM Peak 20: Yelm Ave & Vancil Rd SE 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 56 684 148 46 617 41 173 51 77 97 127 Act Effct Green (s) 8.8 72.8 70.0 8.2 70.0 72.8 21.2 21.2 21.2 21.2 21.2 Actuated g/C Ratio 0.08 0.66 0.64 0.07 0.64 0.66 0.19 0.19 0.19 0.19 0.19 v/c Ratio 0.40 0.57 0.15 0.37 0.54 0.04 0.79 0.14 0.21 0.37 0.34 Control Delay 63.5 10.5 2.9 59.7 17.1 4.1 66.7 35.6 9.1 41.2 27.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 63.5 10.5 2.9 59.7 17.1 4.1 66.7 35.6 9.1 41.2 27.2 LOS E B A E B A E D A D C Approach Delay 12.6 19.2 46.7 33.2 Approach LOS B B D C Queue Length 50th (ft) 37 252 6 30 346 2 116 30 0 59 52 Queue Length 95th (ft) m57 529 m40 m42 m462 m6 189 61 38 106 103 Internal Link Dist (ft) 1052 657 716 283 Turn Bay Length (ft) 200 80 200 150 100 120 100 Base Capacity (vph) 205 1209 1011 201 1140 1019 268 436 429 325 447 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.27 0.57 0.15 0.23 0.54 0.04 0.65 0.12 0.18 0.30 0.28 Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 53 (48%), Referenced to phase 2:WBT and 6:EBT, Start of Green Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 21.8 Intersection LOS: LOS: C Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis Existing PM Peak 20: Yelm Ave & Vancil Rd SE 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1736 1827 1553 1703 1792 1524 1752 1845 1568 1805 1763 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.59 1.00 1.00 0.72 1.00 Satd. Flow (perm) 1736 1827 1553 1703 1792 1524 1085 1845 1568 1375 1763 Volume (vph) 55 670 145 45 605 40 170 50 75 95 65 60 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 56 684 148 46 617 41 173 51 77 97 66 61 RTOR RTOR Reduction (vph) 0 0 24 0 0 12 0 0 62 0 32 0 Lane Group Flow (vph) 56 684 124 46 617 29 173 51 15 97 95 0 Heavy Vehicles (%) 4% 4% 4% 6% 6% 6% 3% 3% 3% 0% 0% 0% Turn Type Prot custom Prot custom Perm Perm Perm Protected Phases 1 6 5 2 4 8 Permitted Phases 2 6 4 4 8 Actuated Green, G (s) 7.3 70.3 68.4 5.4 68.4 70.3 19.9 19.9 19.9 20.6 20.6 Effective Green, g (s) 7.8 70.9 69.0 5.9 69.0 70.9 21.2 21.2 21.2 21.2 21.2 Actuated g/C Ratio 0.07 0.64 0.63 0.05 0.63 0.64 0.19 0.19 0.19 0.19 0.19 Clearance Time (s) 4.5 4.6 4.6 4.5 4.6 4.6 5.3 5.3 5.3 4.6 4.6 Vehicle Extension (s) 2.5 2.8 2.8 2.5 2.8 2.8 2.5 2.5 2.5 2.8 2.8 Lane Grp Cap (vph) 123 1178 974 91 1124 982 209 356 302 265 340 v/s Ratio Prot c0.03 c0.37 0.03 0.34 0.03 0.05 v/s Ratio Perm 0.08 0.02 c0.16 0.01 0.07 v/c Ratio 0.46 0.58 0.13 0.51 0.55 0.03 0.83 0.14 0.05 0.37 0.28 Uniform Delay, d1 49.1 11.1 8.3 50.6 11.7 7.1 42.6 36.9 36.2 38.6 37.9 Progression Factor 1.19 0.69 0.42 1.12 1.14 0.88 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.6 1.7 0.2 2.4 1.5 0.0 22.4 0.1 0.0 0.8 0.4 Delay (s) 60.2 9.3 3.7 59.1 14.8 6.3 65.0 37.0 36.2 39.3 38.3 Level of Service E A A E B A E D D D D Approach Delay (s) 11.6 17.2 52.9 38.7 Approach LOS B B D D Intersection Summary HCM Average Control Delay 22.2 HCM Level of Service C HCM Volume to Capacity ratio 0.61 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 21: Yelm Ave & Plaza Dr NE 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 45 760 45 120 660 30 10 10 155 10 5 45 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 46 784 46 124 680 31 10 10 160 10 5 46 Pedestrians Lane Width (ft) Walking Speed ((ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) 737 969 pX, platoon unblocked 0.73 0.79 0.84 0.84 0.79 0.84 0.84 0.73 vC, conflicting volume 711 830 1853 1835 784 1969 1851 680 vC1, stage 1 conf vol 876 876 928 928 vC2, stage 2 conf vol 977 959 1041 923 vCu, unblocked vol 606 784 1636 1614 725 1774 1633 564 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 93 81 88 91 52 52 95 88 cM capacity (veh/h) 702 650 86 117 333 22 105 388 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1 SB 2 Volume Total 46 784 46 124 680 31 180 10 52 Volume Left 46 0 0 124 0 0 10 10 0 Volume Right 0 0 46 0 0 31 160 0 46 cSH 702 1700 1700 650 1700 1700 263 22 305 Volume to Capacity 0.07 0.46 0.03 0.19 0.40 0.02 0.69 0.48 0.17 Queue Length 95th (ft) 5 0 0 17 0 0 114 35 15 Control Delay (s) 10.5 0.0 0.0 11.8 0.0 0.0 44.1 275.7 19.2 Lane LOS B B E F C Approach Delay (s) 0.6 1.8 44.1 61.9 Approach LOS E F Intersection Summary Average Delay 7.0 Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min) 15 Timings Existing PM Peak 22: Yelm Ave & Creek St 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 52 485 381 72 469 57 242 114 93 191 Act Effct Green (s) 8.6 39.8 39.8 9.3 40.5 40.5 25.0 25.0 22.0 22.0 Actuated g/C Ratio 0.08 0.36 0.36 0.08 0.37 0.37 0.23 0.23 0.20 0.20 v/c Ratio 0.39 0.74 0.56 0.49 0.70 0.10 0.91 0.28 1.41 0.53 Control Delay 56.2 36.3 13.9 58.9 37.8 16.6 79.7 33.1 287.9 41.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.2 36.3 13.9 58.9 37.8 16.6 79.7 33.1 287.9 41.8 LOS E D B E D B E C F D Approach Delay 28.1 38.3 64.8 122.4 Approach LOS C D E F Queue Length 50th (ft) 31 329 137 49 287 15 168 59 ~88 111 Queue Length 95th (ft) m62 #489 190 96 #440 45 #319 110 #196 185 Internal Link Dist (ft) 889 1869 679 913 Turn Bay Length (ft) 150 100 150 80 150 100 Base Capacity (vph) 172 654 678 174 670 585 265 411 66 361 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.30 0.74 0.56 0.41 0.70 0.10 0.91 0.28 1.41 0.53 Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green, Master Intersection Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.41 Intersection Signal Delay: 49.4 Intersection LOS: D Intersection Capacity Utilization 66.3% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis Existing PM Peak 22: Yelm Ave & Creek St 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 1.00 0.96 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1719 1810 1538 1736 1820 1547 1736 1764 1736 1738 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.64 1.00 0.18 1.00 Satd. Flow (perm) 1719 1810 1538 1736 1820 1547 1164 1764 332 1738 Volume (vph) 50 470 370 70 455 55 235 85 25 90 130 55 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 52 485 381 72 469 57 242 88 26 93 134 57 RTOR Reduction (vph) 0 0 123 0 0 16 0 10 0 0 14 0 Lane Group Flow (vph) 52 485 258 72 469 41 242 104 0 93 177 0 Heavy Vehicles (%) 5% 5% 5% 4% 4% 4% 4% 4% 4% 4% 4% 4% Bus Blockages (#/hr) 0 0 0 0 1 1 0 0 0 0 1 1 Turn Type Prot Perm Prot Perm Perm Perm Protected Phases 1 6 5 2 4 3 Permitted Phases 6 2 4 3 Actuated Green, G (s) 6.9 38.3 38.3 7.6 39.0 39.0 24.1 24.1 21.5 21.5 Effective Green, g (s) 7.4 38.9 38.9 8.1 39.6 39.6 25.0 25.0 22.0 22.0 Actuated g/C Ratio 0.07 0.35 0.35 0.07 0.36 0.36 0.23 0.23 0.20 0.20 Clearance Time (s) 4.5 4.6 4.6 4.5 4.6 4.6 4.9 4.9 4.5 4.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 116 640 544 128 655 557 265 401 66 348 v/s Ratio Prot 0.03 c0.27 c0.04 0.26 0.06 0.10 v/s Ratio Perm 0.17 0.03 c0.21 c0.28 v/c Ratio 0.45 0.76 0.47 0.56 0.72 0.07 0.91 0.26 1.41 0.51 Uniform Delay, d1 49.3 31.4 27.6 49.2 30.4 23.1 41.4 34.9 44.0 39.2 Progression Factor 1.02 0.89 0.74 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.9 7.6 2.7 4.5 6.6 0.3 36.8 1.6 252.6 0.9 Delay (s) 52.1 35.5 23.0 53.8 36.9 23.4 78.2 36.5 296.6 40.1 Level of Service D D C D D C E D F D Approach Delay (s) 31.3 37.7 64.9 124.1 Approach LOS C D E F Intersection Summary HCM Average Control Delay 50.8 HCM Level of Service D HCM Volume to Capacity ratio 0.93 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 66.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 24: Yelm Ave & Grove Rd 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 10 610 675 75 60 10 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 10 629 696 77 62 10 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 773 1384 735 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 773 1384 735 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 61 98 cM capacity (veh/h) 829 157 421 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 639 773 72 Volume Left 10 0 62 Volume Right 0 77 10 cSH 829 1700 172 Volume to Capacity 0.01 0.45 0.42 Queue Length 95th (ft) 1 0 47 Control Delay (s) 0.3 0.0 40.1 Lane LOS A E Approach Delay (s) 0.3 0.0 40.1 Approach LOS E Intersection Summary Average Delay 2.1 Intersection Capacity Utilization 50.7% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 25: Yelm Ave & Old McKenna Rd SE 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 5 665 760 35 20 5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 5 686 784 36 21 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 820 1497 802 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 820 1497 802 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 85 99 cM capacity (veh/h) 805 135 387 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 691 820 26 Volume Left 5 0 21 Volume Right 0 36 5 cSH 805 1700 156 Volume to Capacity 0.01 0.48 0.17 Queue Length 95th (ft) 0 0 14 Control Delay (s) 0.2 0.0 32.7 Lane LOS A D Approach Delay (s) 0.2 0.0 32.7 Approach LOS D Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 52.1% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Existing PM Peak 26: SR 507 & Vail Rd SE 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 655 40 275 780 10 155 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Hourly flow rate (vph) 682 42 286 812 10 161 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 682 2068 682 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 682 2068 682 tC, single (s) 4.1 6.5 6.3 tC, 2 stage (s) tF (s) 2.2 3.6 3.4 p0 queue free % 69 74 64 cM capacity (veh/h) 911 40 443 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 682 42 286 812 172 Volume Left 0 0 286 0 10 Volume Right 0 42 0 0 161 cSH 1700 1700 911 1700 275 Volume to Capacity 0.40 0.02 0.31 0.48 0.63 Queue Length Length 95th (ft) 0 0 34 0 97 Control Delay (s) 0.0 0.0 10.8 0.0 37.8 Lane LOS B E Approach Delay (s) 0.0 2.8 37.8 Approach LOS E Intersection Summary Average Delay 4.8 Intersection Capacity Utilization 69.8% ICU Level of Service C Analysis Period (min) 15 Timings Existing PM Peak 27: SR 702 & SR 507 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Lane Group WBL WBR NBT NBR SBL SBT Lane Group Flow (vph) 361 31 428 278 46 639 Act Effct Green (s) 19.3 19.3 24.0 24.0 5.9 29.6 Actuated g/C Ratio 0.34 0.34 0.42 0.42 0.10 0.52 v/c Ratio 0.80 0.06 0.57 0.35 0.27 0.67 Control Delay 35.1 7.8 17.5 3.4 30.0 14.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.1 7.8 17.5 3.4 30.0 14.1 LOS D A B A C B Approach Delay 12.0 15.1 Approach LOS B B Queue Length 50th (ft) 122 1 123 0 16 147 Queue Length 95th (ft) #261 17 208 40 44 243 Internal Link Dist (ft) 889 746 Turn Bay Length (ft) 200 80 200 150 Base Capacity (vph) 458 531 756 803 172 1013 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.79 0.06 0.57 0.35 0.27 0.63 Intersection Summary Cycle Length: 70 Actuated Cycle Length: 57 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.80 Intersection Signal Delay: 17.8 Intersection LOS: B Intersection Capacity Utilization 58.7% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis Existing PM Peak 27: SR 702 & SR 507 11/6/2006 M:\06\06247 Newman's Addition\LOS\Existing PM Peak.sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1671 1495 1792 1524 1752 1845 Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1671 1495 1792 1524 1752 1845 Volume (vph) 0 0 0 350 0 30 0 415 270 45 620 0 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 0 0 361 0 31 0 428 278 46 639 0 RTOR Reduction (vph) 0 0 0 0 0 17 0 0 165 0 0 0 Lane Group Flow (vph) 0 0 0 361 0 14 0 428 113 46 639 0 Heavy Vehicles (%) 0% 0% 0% 8% 8% 8% 6% 6% 6% 3% 3% 3% Turn Type Perm custom custom Perm Prot Protected Phases 3 6 5 2 Permitted Phases 3 4 4 6 Actuated Green, G (s) 19.3 19.3 23.4 23.4 3.1 31.0 Effective Green, g (s) 19.3 19.3 24.0 24.0 3.6 31.6 Actuated g/C Ratio 0.33 0.33 0.41 0.41 0.06 0.54 Clearance Time (s) 4.0 4.0 4.6 4.6 4.5 4.6 Vehicle Extension (s) 3.0 3.0 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 548 490 730 621 107 990 v/s Ratio Prot 0.24 0.03 c0.35 v/s Ratio Perm c0.22 0.01 0.07 v/c Ratio 0.66 0.03 0.59 0.18 0.43 0.65 Uniform Delay, d1 17.0 13.4 13.6 11.2 26.7 9.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.9 0.0 3.4 0.6 2.0 1.3 Delay (s) 19.8 13.5 17.0 11.8 28.7 11.0 Level of Service B B B B C B Approach Delay (s) 0.0 19.3 15.0 12.2 Approach LOS A B B B Intersection Summary HCM Average Control Delay 14.8 HCM Level of Service B HCM Volume to Capacity ratio 0.65 Actuated Cycle Length (s) 58.9 Sum of lost time (s) 8.0 Intersection Capacity Utilization 58.7% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 1: Mud Run Rd SE & SR 510 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement WBL WBR NBT NBR SBL SBT Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 5 5 620 5 5 1005 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 5 5 653 5 5 1058 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1724 655 658 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1724 655 658 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 95 99 99 cM capacity (veh/h) 98 469 930 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 11 658 1063 Volume Left 5 0 5 Volume Right 5 5 0 cSH 163 1700 930 Volume to Capacity 0.06 0.39 0.01 Queue Length 95th (ft) 5 0 0 Control Delay (s) 28.6 0.0 0.2 Lane LOS D A Approach Delay (s) 28.6 0.0 0.2 Approach LOS D Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 66.9% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 2: 86th Ave SE & SR 510 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBR NBL NBT SBT SBR Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 0 0 5 625 1015 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 0 0 5 658 1068 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1739 1071 1074 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1739 1071 1074 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 99 cM capacity (veh/h) 96 271 646 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 0 663 1074 Volume Left 0 5 0 Volume Right 0 0 5 cSH 1700 646 1700 Volume to Capacity 0.00 0.01 0.63 Queue Length 95th (ft) 0 1 0 Control Delay (s) 0.0 0.2 0.0 Lane LOS A A Approach Delay (s) 0.0 0.2 0.0 Approach LOS A Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 57.1% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 3: 89th Ave SE & SR 510 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBR NBL NBT SBT SBR Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 0 5 0 625 925 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 0 5 0 687 1016 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1703 1016 1016 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1703 1016 1016 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 98 100 cM capacity (veh/h) 102 291 682 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 5 687 1016 Volume Left 0 0 0 Volume Right 5 0 0 cSH 291 682 1700 Volume to Capacity 0.02 0.00 0.60 Queue Length 95th (ft) 1 0 0 0 Control Delay (s) 17.6 0.0 0.0 Lane LOS C Approach Delay (s) 17.6 0.0 0.0 Approach LOS C Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 58.7% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 4: Yelm Ave & Burnett Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 35 885 615 15 20 15 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 39 983 683 17 22 17 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 700 1753 692 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 700 1753 692 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 96 75 96 cM capacity (veh/h) 892 89 441 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 1022 700 39 Volume Left 39 0 22 Volume Right 0 17 17 cSH 892 1700 135 Volume to Capacity 0.04 0.41 0.29 Queue Length 95th (ft) 3 0 28 Control Delay (s) 1.3 0.0 42.1 Lane LOS A E Approach Delay (s) 1.3 0.0 42.1 Approach LOS E Intersection Summary Average Delay 1.7 Intersection Capacity Utilization 84.9% ICU Level of Service E Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 5: Yelm Ave & 93rd Ave SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 895 15 35 625 10 60 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 984 16 38 687 11 66 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1000 1755 992 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1000 1755 992 tC, single (s) 4.1 6.5 6.3 tC, 2 stage (s) tF (s) 2.2 3.6 3.4 p0 queue free % 94 87 77 cM capacity (veh/h) 684 86 292 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 1000 725 77 Volume Left 0 38 11 Volume Right 16 0 66 cSH 1700 684 217 Volume to Capacity 0.59 0.06 0.35 Queue Length 95th 95th (ft) 0 4 38 Control Delay (s) 0.0 1.5 30.4 Lane LOS A D Approach Delay (s) 0.0 1.5 30.4 Approach LOS D Intersection Summary Average Delay 1.9 Intersection Capacity Utilization 72.4% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 6: Yelm Ave & Mountain View Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 10 960 0 0 670 30 0 0 0 30 0 5 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 Hourly flow rate (vph) 10 1000 0 0 698 31 0 0 0 31 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 729 1000 1740 1750 1000 1734 1734 714 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 729 1000 1740 1750 1000 1734 1734 714 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.2 6.6 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 100 100 100 53 100 99 cM capacity (veh/h) 866 684 68 86 298 67 85 427 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total 1010 729 0 0 36 Volume Left 10 0 0 0 31 Volume Right 0 31 0 0 5 cSH 866 684 1700 1700 76 Volume to Capacity 0.01 0.00 0.00 0.00 0.48 Queue Length 95th (ft) 1 0 0 0 49 Control Delay (s) 0.4 0.0 0.0 0.0 89.7 Lane LOS A A A F Approach Delay (s) 0.4 0.0 0.0 89.7 Approach LOS A F Intersection Summary Average Delay 2.0 Intersection Capacity Utilization 68.5% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 7: Yelm Ave & Killion St SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 5 1115 695 10 15 5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 5 1199 747 11 16 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 758 1962 753 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 758 1962 753 tC, single (s) 4.1 6.6 6.4 tC, 2 stage (s) tF (s) 2.2 3.7 3.5 p0 queue free % 99 74 99 cM capacity (veh/h) 844 61 381 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 1204 758 22 Volume Left 5 0 16 Volume Right 0 11 5 cSH 844 1700 78 Volume to Capacity 0.01 0.45 0.28 Queue Length 95th (ft) ft) 0 0 25 Control Delay (s) 0.2 0.0 68.3 Lane LOS A F Approach Delay (s) 0.2 0.0 68.3 Approach LOS F Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 72.7% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 8: Yelm Ave & Cullens St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 60 1105 15 20 695 40 5 5 15 30 5 40 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 65 1188 16 22 747 43 5 5 16 32 5 43 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 790 1204 2183 2159 1196 2156 2145 769 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 790 1204 2183 2159 1196 2156 2145 769 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.2 6.6 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 92 96 78 87 93 0 87 89 cM capacity (veh/h) 821 576 25 43 229 26 42 396 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1269 812 27 81 Volume Left 65 22 5 32 Volume Right 16 43 16 43 cSH 821 576 65 55 Volume to Capacity 0.08 0.04 0.41 1.48 Queue Length 95th (ft) 6 3 40 184 Control Delay (s) 3.0 1.1 95.2 413.1 Lane LOS A A F F Approach Delay (s) 3.0 1.1 95.2 413.1 Approach LOS F F Intersection Summary Average Delay 18.5 Intersection Capacity Utilization 101.8% ICU Level of Service G Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 9: Yelm Ave & Longmire St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 1065 80 130 680 15 80 0 150 10 5 5 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 5 1133 85 138 723 16 85 0 160 11 5 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 739 1218 2202 2202 1176 2354 2237 731 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 739 1218 2202 2202 1176 2354 2237 731 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 76 0 100 32 0 84 99 cM capacity (veh/h) 862 569 23 34 235 7 32 425 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1223 878 245 21 Volume Left 5 138 85 11 Volume Right 85 16 160 5 cSH 862 569 55 12 Volume to Capacity 0.01 0.24 4.42 1.79 Queue Length 95th (ft) 0 24 Err 87 Control Delay (s) 0.2 6.9 Err 1014.1 Lane LOS A A F F Approach Delay (s) 0.2 6.9 Err 1014.1 Approach LOS F F Intersection Summary Average Delay 1045.4 Intersection Capacity Utilization 130.4% ICU Level of Service H Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 10: Yelm Ave & Solberg St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 40 1005 120 35 785 50 10 5 20 15 0 20 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 Hourly flow rate (vph) 42 1058 126 37 826 53 11 5 21 16 0 21 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 879 1184 2126 2158 1121 2092 2195 853 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 879 1184 2126 2158 1121 2092 2195 853 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 95 94 67 88 92 47 100 94 cM capacity (veh/h) 773 590 32 43 253 30 41 362 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total 42 1184 37 879 37 37 Volume Left 42 0 37 0 11 16 Volume Right 0 126 0 53 21 21 cSH 773 1700 590 1700 68 62 Volume to Capacity 0.05 0.70 0.06 0.52 0.54 0.59 Queue Length 95th (ft) 4 0 5 0 56 61 Control Delay (s) 9.9 0.0 11.5 0.0 107.5 125.8 Lane LOS A B F F Approach Delay (s) 0.3 0.5 107.5 125.8 Approach LOS F F Intersection Summary Average Delay 4.3 Intersection Capacity Utilization 70.2% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 11: Yelm Ave & Rice St SW 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 1030 10 20 875 5 10 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 1084 11 21 921 5 11 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 1196 pX, platoon unblocked 0.95 vC, conflicting volume 1095 2053 1089 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1095 2104 1089 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 97 90 96 cM capacity (veh/h) 638 53 264 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 1095 942 16 Volume Left 0 21 5 Volume Right 11 0 11 cSH 1700 638 113 Volume to Capacity 0.64 0.03 0.14 Queue Length 95th (ft) 0 3 12 Control Delay (s) 0.0 1.0 41.9 Lane LOS A E Approach Delay (s) 0.0 1.0 41.9 Approach LOS E Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 72.1% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 12: Yelm Ave & Edwards St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 50 1010 15 10 760 60 5 5 10 40 10 50 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 52 1041 15 10 784 62 5 5 10 41 10 52 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 731 pX, platoon unblocked 0.78 0.78 0.78 0.78 0.78 0.78 vC, conflicting volume 845 1057 2044 2018 1049 2000 1995 814 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 800 1057 2347 2313 1049 2290 2283 761 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 92 98 53 81 96 0 63 84 cM capacity (veh/h) 634 651 11 27 279 17 28 317 Direction, Lane # EB 1 WB 1 NB 1 SB 1 SB 2 Volume Total 1108 856 21 41 62 Volume Left 52 10 5 41 0 Volume Right 15 62 10 0 52 cSH 634 651 30 17 117 Volume to Capacity 0.08 0.02 0.69 2.49 0.53 Queue Length 95th (ft) 7 1 57 144 62 Control Delay (s) 2.8 0.5 264.2 1151.7 66.0 Lane LOS A A F F F Approach Delay (s) 2.8 0.5 264.2 500.3 Approach LOS F F Intersection Summary Average Delay 29.0 Intersection Capacity Utilization 98.1% ICU Level of Service F Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 13: Yelm Ave & SW Railroad Ave 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 1040 5 5 1105 15 5 0 20 10 5 5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 5 1118 5 5 1188 16 5 0 22 11 5 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 357 pX, platoon unblocked 0.58 0.58 0.58 0.58 0.58 0.58 vC, conflicting volume 1204 1124 2347 2347 1121 2360 2341 1196 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1349 1124 3303 3303 1121 3326 3294 1336 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 3.3 p0 queue free % 98 99 0 100 92 0 0 95 cM capacity (veh/h) 295 618 0 5 253 3 5 111 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1129 1210 27 22 Volume Left 5 5 5 11 Volume Right 5 16 22 5 cSH 295 618 0 4 Volume to Capacity 0.02 0.01 Err 5.30 Queue Length 95th (ft) 1 1 Err Err Control Delay (s) 1.0 0.4 Err Err Lane LOS A A F F Approach Delay (s) 1.0 0.4 Err Err Approach LOS F F Intersection Summary Average Delay Err Intersection Capacity Utilization 72.6% ICU Level of Service C Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 14: Yelm Ave & First St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.90 1.00 0.91 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1736 1827 1553 1719 1791 1703 1612 1752 1671 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.17 1.00 0.20 1.00 Satd. Flow (perm) 1736 1827 1553 1719 1791 304 1612 362 1671 Volume (vph) 245 770 85 220 595 45 155 120 245 50 100 170 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 263 828 91 237 640 48 167 129 263 54 108 183 RTOR Reduction (vph) 0 0 21 0 3 0 0 63 0 0 55 0 Lane Group Flow (vph) 263 828 70 237 685 0 167 329 0 54 236 0 Heavy Vehicles (%) 4% 4% 4% 5% 5% 5% 6% 6% 6% 3% 3% 3% Parking (#/hr) 5 Turn Type Prot Perm Prot pm+pt pm+pt Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 4 8 Actuated Green, G (s) 12.5 47.6 47.6 14.5 49.6 33.9 23.9 25.9 19.9 Effective Green, g (s) 13.0 48.1 48.1 15.0 50.1 34.9 24.4 26.9 20.4 Actuated g/C Ratio 0.12 0.44 0.44 0.14 0.46 0.32 0.22 0.24 0.19 Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Vehicle Extension (s) 2.0 2.8 2.8 2.0 2.8 2.0 2.8 2.0 2.8 Lane Grp Cap (vph) 205 799 679 234 816 230 358 171 310 v/s Ratio Prot c0.15 c0.45 0.14 0.38 c0.07 c0.20 0.02 0.14 v/s Ratio Perm 0.04 0.16 0.06 v/c Ratio 1.28 1.04 0.10 1.01 0.84 0.73 0.92 0.32 0.76 Uniform Delay, d1 48.5 31.0 18.2 47.5 26.4 30.0 41.8 33.6 42.5 Progression Factor 1.00 1.00 1.00 1.02 0.77 1.00 1.00 1.00 1.00 Incremental Delay, d2 159.2 41.6 0.3 52.6 7.4 9.3 27.7 0.4 10.4 Delay (s) 207.7 72.5 18.5 101.2 27.8 39.3 69.5 34.0 52.9 Level of Service F E B F C D E C D Approach Delay (s) 98.4 46.6 60.5 50.0 Approach LOS F D E D Intersection Summary HCM Average Control Delay 69.9 HCM Level of Service E HCM Volume to Capacity ratio 0.97 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 91.6% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase Baseline PM Peak (without Crossroads) 14: Yelm Ave & First St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 3 4 5 6 7 8 Movement WBL EBT SBL NBTL EBL WBT NBL SBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 19 53 15 23 17 55 15 23 Maximum Split (%) 17.3% 48.2% 13.6% 20.9% 15.5% 50.0% 13.6% 20.9% Minimum Split (s) 10 19.5 10 21.5 10 19.5 10 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 10 5 5 5 10 5 5 Vehicle Extension (s) 2 2.8 2 2.8 2 2.8 2 2.8 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 6 6 6 6 6 6 6 6 Time To Reduce (s) 20 20 20 20 20 20 20 20 Walk Time (s) 5 7 5 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes No Yes No Yes No No Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 46 65 8 23 46 63 8 23 End Time (s) 65 8 23 46 63 8 23 46 Yield/Force Off (s) 60.5 3.5 18.5 41.5 58.5 3.5 18.5 41.5 Yield/Force Off 170(s) 60.5 103.5 18.5 31.5 58.5 103.5 18.5 31.5 Local Start Time (s) 91 0 53 68 91 108 53 68 Local Yield (s) 105.5 48.5 63.5 86.5 103.5 48.5 63.5 86.5 Local Yield 170(s) 105.5 38.5 63.5 76.5 103.5 38.5 63.5 76.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 120 Offset: 65 (59%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 14: Yelm Ave & First St HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 15: Yelm Ave & Second St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 1000 10 5 1025 5 15 0 40 5 0 5 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 0.96 Hourly flow rate (vph) 5 1042 10 5 1068 5 16 0 42 5 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 294 pX, platoon unblocked 0.57 0.57 0.57 0.57 0.57 0.57 vC, conflicting volume 1073 1052 2143 2141 1047 2180 2143 1070 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1073 1091 3000 2996 1082 3064 3000 1070 tC, single (s) 4.2 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.3 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 99 0 100 73 0 100 98 cM capacity (veh/h) 635 361 5 8 152 3 8 271 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1057 1078 57 10 Volume Left 5 5 16 5 Volume Right 10 5 42 5 cSH 635 361 16 6 Volume to Capacity 0.01 0.01 3.60 1.68 Queue Length 95th (ft) 1 1 Err 56 Control Delay (s) 0.3 0.7 Err 1423.1 Lane LOS A A F F Approach Delay (s) 0.3 0.7 Err 1423.1 Approach LOS F F Intersection Summary Average Delay 267.2 Intersection Capacity Utilization 67.9% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 16: Yelm Ave & Third St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 1035 15 75 1035 5 5 0 105 5 0 5 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 Hourly flow rate (vph) 5 1078 16 78 1078 5 5 0 109 5 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 781 1132 pX, platoon unblocked 0.28 0.59 0.48 0.48 0.59 0.48 0.48 0.28 vC, conflicting volume 1083 1094 2339 2336 1086 2443 2341 1081 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1302 1160 2490 2485 1146 2706 2496 1293 tC, single (s) 4.2 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.3 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 96 78 26 100 23 0 100 91 cM capacity (veh/h) 143 349 7 11 143 1 11 55 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1099 1161 115 10 Volume Left 5 78 5 5 Volume Right 16 5 109 5 cSH 143 349 76 2 Volume to Capacity 0.04 0.22 1.51 4.17 Queue Length 95th (ft) 3 21 235 Err Control Delay (s) 3.3 11.7 378.6 Err Lane LOS A B F F Approach Delay (s) 3.3 11.7 378.6 Err Approach LOS F F Intersection Summary Average Delay 69.1 Intersection Capacity Utilization 122.7% ICU Level of Service H Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 17: Yelm Ave & Fourth St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 10 1140 5 10 1105 10 5 0 10 5 0 5 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Hourly flow rate (vph) 10 1163 5 10 1128 10 5 0 10 5 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) 1218 695 pX, platoon unblocked 0.24 0.60 0.44 0.44 0.60 0.44 0.44 0.24 vC, conflicting volume 1138 1168 2339 2344 1166 2347 2342 1133 vC1, stage 1 conf vol 1186 1186 1153 1153 vC2, stage 2 conf vol 1153 1158 1194 1189 vCu, unblocked vol 1581 1280 2700 2711 1276 2717 2706 1559 tC, single (s) 4.1 4.2 7.1 6.5 6.2 7.2 6.6 6.3 tC, 2 stage (s) 6.1 5.5 6.2 5.6 tF (s) 2.2 2.3 3.5 4.0 3.3 3.6 4.1 3.4 p0 queue free % 89 97 58 100 92 75 100 84 cM capacity (veh/h) 97 318 12 21 124 20 26 31 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total 10 1168 10 1138 15 10 Volume Left 10 0 10 0 5 5 Volume Right 0 5 0 10 10 5 cSH 97 1700 318 1700 31 25 Volume to Capacity 0.11 0.69 0.03 0.67 0.50 0.42 Queue Length 95th (ft) 9 0 2 0 41 31 Control Delay (s) 46.6 0.0 16.7 0.0 208.4 232.0 Lane LOS E C F F Approach Approach Delay (s) 0.4 0.1 208.4 232.0 Approach LOS F F Intersection Summary Average Delay 2.6 Intersection Capacity Utilization 70.3% ICU Level of Service C Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 18: Yelm Ave & Prairie Park 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 1.00 0.86 1.00 0.87 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1736 1822 1752 1838 1787 1619 1805 1661 Flt Permitted 0.15 1.00 0.14 1.00 0.74 1.00 0.68 1.00 Satd. Flow (perm) 275 1822 253 1838 1386 1619 1286 1661 Volume (vph) 25 1110 20 75 1100 25 25 5 65 25 5 25 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 26 1144 21 77 1134 26 26 5 67 26 5 26 RTOR Reduction (vph) 0 0 0 0 0 0 0 63 0 0 24 0 Lane Group Flow (vph) 26 1165 0 77 1160 0 26 9 0 26 7 0 Heavy Vehicles (%) 4% 4% 4% 3% 3% 3% 1% 1% 1% 0% 0% 0% Turn Type pm+pt pm+pt Perm Perm Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 4 8 Actuated Green, G (s) 89.3 85.7 92.0 86.8 6.1 6.1 6.1 6.1 Effective Green, g (s) 90.3 86.2 92.5 87.3 6.6 6.6 6.6 6.6 Actuated g/C Ratio 0.82 0.78 0.84 0.79 0.06 0.06 0.06 0.06 Clearance Time (s) 4.5 4.5 4.0 4.5 4.5 4.5 4.5 4.5 Vehicle Extension (s) 2.5 2.8 2.5 2.8 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 280 1428 284 1459 83 97 77 100 v/s Ratio Prot 0.00 c0.64 c0.01 0.63 0.01 0.00 v/s Ratio Perm 0.07 0.22 0.02 c0.02 v/c Ratio 0.09 0.82 0.27 0.79 0.31 0.09 0.34 0.07 Uniform Delay, d1 8.0 7.1 10.5 6.3 49.5 48.9 49.6 48.8 Progression Factor 0.92 0.68 2.09 0.90 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 3.0 0.3 3.8 1.6 0.3 1.9 0.2 Delay (s) 7.5 7.9 22.2 9.6 51.1 49.2 51.5 49.0 Level of Service A A C A D D D D Approach Delay (s) 7.9 10.4 49.7 50.1 Approach LOS A B D D Intersection Summary HCM Average Control Delay 11.6 HCM Level of Service B HCM HCM Volume to Capacity ratio 0.75 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 77.0% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase Baseline PM Peak (without Crossroads) 18: Yelm Ave & Prairie Park 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 4 5 6 8 Movement EBL WBTL NBTL WBL EBTL SBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s) 15 70 25 15 70 25 Maximum Split (%) 13.6% 63.6% 22.7% 13.6% 63.6% 22.7% Minimum Split (s) 10.5 30.5 10.5 10 30.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1 1 1 0.5 1 1 Minimum Initial (s) 6 10 6 6 10 6 Vehicle Extension (s) 2.5 2.8 2.5 2.5 2.8 2.5 Minimum Gap (s) 0.2 3 3 0.2 3 3 Time Before Reduce (s) 0 6 6 0 6 6 Time To Reduce (s) 0 20 20 0 20 20 Walk Time (s) 6 6 6 Flash Dont Walk (s) 12 20 12 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 101 6 76 101 6 76 End Time (s) 6 76 101 6 76 101 Yield/Force Off (s) 1.5 71.5 96.5 2 71.5 96.5 Yield/Force Off 170(s) 1.5 59.5 96.5 2 51.5 84.5 Local Start Time (s) 95 0 70 95 0 70 Local Yield (s) 105.5 65.5 90.5 106 65.5 90.5 Local Yield 170(s) 105.5 53.5 90.5 106 45.5 78.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 6 (5%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Splits and Phases: 18: Yelm Ave & Prairie Park HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 19: Yelm Ave & 103rd Ave SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 75 1120 5 5 920 20 5 0 5 5 0 45 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 77 1155 5 5 948 21 5 0 5 5 0 46 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 1 Upstream signal (ft) 460 1132 pX, platoon unblocked 0.64 0.24 0.42 0.42 0.24 0.42 0.42 0.64 vC, conflicting volume 969 1160 2327 2291 1157 2284 2284 959 vC1, stage 1 conf vol 969 969 vC2, stage 2 conf vol 1314 1314 vCu, unblocked vol 951 1667 2854 2768 1656 2750 2750 935 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 tF ((s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 83 94 0 100 82 0 100 77 cM capacity (veh/h) 454 92 3 6 29 4 8 205 Direction, Lane # EB 1 EB 2 WB 1 NB 1 SB 1 SB 2 Volume Total 77 1160 974 10 5 46 Volume Left 77 0 5 5 5 0 Volume Right 0 5 21 5 0 46 cSH 454 1700 92 5 4 205 Volume to Capacity 0.17 0.68 0.06 1.91 1.39 0.23 Queue Length 95th (ft) 15 0 4 57 37 21 Control Delay (s) 14.5 0.0 6.3 1662.9 1847.5 27.7 Lane LOS B A F F D Approach Delay (s) 0.9 6.3 1662.9 209.7 Approach LOS F F Intersection Summary Average Delay 15.5 Intersection Capacity Utilization 71.0% ICU Level of Service C Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 20: Yelm Ave & Vancil Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time ((s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1736 1827 1553 1703 1792 1524 1752 1845 1568 1805 1768 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.58 1.00 1.00 0.72 1.00 Satd. Flow (perm) 1736 1827 1553 1703 1792 1524 1071 1845 1568 1375 1768 Volume (vph) 55 895 150 50 815 40 175 50 80 100 70 60 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 56 913 153 51 832 41 179 51 82 102 71 61 RTOR Reduction (vph) 0 0 19 0 0 9 0 0 66 0 30 0 Lane Group Flow (vph) 56 913 134 51 832 32 179 51 16 102 102 0 Heavy Vehicles (%) 4% 4% 4% 6% 6% 6% 3% 3% 3% 0% 0% 0% Turn Type Prot custom Prot custom Perm Perm Perm Protected Phases 1 6 5 2 4 8 Permitted Phases 2 6 4 4 8 Actuated Green, G (s) 7.3 68.2 67.8 6.9 67.8 68.2 20.5 20.5 20.5 21.2 21.2 Effective Green, g ((s) 7.8 68.8 68.4 7.4 68.4 68.8 21.8 21.8 21.8 21.8 21.8 Actuated g/C Ratio 0.07 0.63 0.62 0.07 0.62 0.63 0.20 0.20 0.20 0.20 0.20 Clearance Time (s) 4.5 4.6 4.6 4.5 4.6 4.6 5.3 5.3 5.3 4.6 4.6 Vehicle Extension (s) 2.5 2.8 2.8 2.5 2.8 2.8 2.5 2.5 2.5 2.8 2.8 Lane Grp Cap (vph) 123 1143 966 115 1114 953 212 366 311 273 350 v/s Ratio Prot c0.03 c0.50 0.03 0.46 0.03 0.06 v/s Ratio Perm 0.09 0.02 c0.17 0.01 0.07 v/c Ratio 0.46 0.80 0.14 0.44 0.75 0.03 0.84 0.14 0.05 0.37 0.29 Uniform Delay, d1 49.1 15.4 8.6 49.3 14.7 7.9 42.5 36.4 35.7 38.2 37.5 Progression Factor 1.17 0.59 0.32 1.16 1.11 0.72 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.2 3.8 0.2 1.0 2.3 0.0 24.9 0.1 0.1 0.8 0.4 Delay (s) 58.7 12.9 3.0 58.1 18.6 5.7 67.3 36.5 35.8 39.0 38.0 Level of Service E B A E B A E D D D D Approach Delay (s) 13.9 20.2 54.0 38.4 Approach LOS B C D D Intersection Summary HCM Average Control Delay 23.2 HCM Level of Service C HCM Volume to Capacity ratio 0.75 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 74.2% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase Baseline PM Peak (without Crossroads) 20: Yelm Ave & Vancil Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 4 5 6 8 Movement EBL WBT NBTL WBL EBT SBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s) 17 63 30 17 63 30 Maximum Split (%) 15.5% 57.3% 27.3% 15.5% 57.3% 27.3% Minimum Split (s) 8.5 21.6 9.3 8.5 21.6 23.8 Yellow Time (s) 3.5 3.6 3.8 3.5 3.6 3.6 All-Red Time (s) 1 1 1.5 1 1 1 Minimum Initial (s) 4 10 4 4 10 4 Vehicle Extension (s) 2.5 2.8 2.5 2.5 2.8 2.8 Minimum Gap (s) 3 3 3 3 3 3 Time Before Reduce (s) 6 6 6 6 6 6 Time To Reduce (s) 20 20 20 20 20 20 Walk Time (s) 6 6 6 Flash Dont Walk (s) 11 11 13 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 36 53 6 36 53 6 End Time (s) 53 6 36 53 6 36 Yield/Force Off (s) 48.5 1.4 30.7 48.5 1.4 31.4 Yield/Force Off 170(s) 48.5 48.5 100.4 30.7 48.5 100.4 18.4 Local Start Time (s) 93 0 63 93 0 63 Local Yield (s) 105.5 58.4 87.7 105.5 58.4 88.4 Local Yield 170(s) 105.5 47.4 87.7 105.5 47.4 75.4 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 53 (48%), Referenced to phase 2:WBT and 6:EBT, Start of Green Splits and Phases: 20: Yelm Ave & Vancil Rd SE HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 21: Yelm Ave & Plaza Dr NE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 45 990 45 125 875 30 10 10 160 10 5 45 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 46 1021 46 129 902 31 10 10 165 10 5 46 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) 737 969 pX, platoon unblocked 0.58 0.58 0.78 0.78 0.58 0.78 0.78 0.58 vC, conflicting volume 933 1067 2322 2304 1021 2443 2320 902 vC1, stage 1 conf vol 1113 1113 1160 1160 vC2, stage 2 conf vol 1209 1191 1284 1160 vCu, unblocked vol 884 1115 1892 1869 1035 2047 1889 830 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 89 64 46 69 0 0 84 78 cM capacity (veh/h) 434 362 19 33 164 0 32 215 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1 SB 2 Volume Total 46 1021 46 129 902 31 186 10 52 Volume Left 46 0 0 129 0 0 10 10 0 Volume Right 0 0 46 0 0 31 165 0 46 cSH 434 1700 1700 362 1700 1700 100 0 137 Volume to Capacity 0.11 0.60 0.03 0.36 0.53 0.02 1.86 Err 0.38 Queue Length 95th (ft) 9 0 0 39 0 0 381 Err 39 Control Delay (s) 14.3 0.0 0.0 20.3 0.0 0.0 492.6 Err 46.4 Lane LOS B C F F E Approach Delay (s) 0.6 2.5 492.6 Err Approach LOS F F Intersection Summary Average Delay Err Intersection Capacity Utilization 86.7% ICU Level of Service E Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 22: Yelm Ave & Creek St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93 1.00 0.96 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1719 1810 1538 1736 1820 1547 1736 1707 1736 1740 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.63 1.00 0.18 1.00 Satd. Flow (perm) 1719 1810 1538 1736 1820 1547 1159 1707 332 1740 Volume (vph) 50 690 385 115 660 55 245 90 70 95 135 55 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 52 711 397 119 680 57 253 93 72 98 139 57 RTOR Reduction (vph) 0 0 91 0 0 11 0 26 0 0 14 0 Lane Group Flow (vph) 52 711 306 119 680 46 253 140 0 98 182 0 Heavy Vehicles (%) 5% 5% 5% 4% 4% 4% 4% 4% 4% 4% 4% 4% Bus Blockages (#/hr) 0 0 0 0 1 1 0 0 0 0 1 1 Turn Type Prot Perm Prot Perm Perm Perm Protected Phases 1 6 5 2 4 3 Permitted Phases 6 2 4 3 Actuated Green, G (s) 6.9 36.0 36.0 9.9 39.0 39.0 24.1 24.1 21.5 21.5 Effective Green, g (s) 7.4 36.6 36.6 10.4 39.6 39.6 25.0 25.0 22.0 22.0 Actuated g/C Ratio 0.07 0.33 0.33 0.09 0.36 0.36 0.23 0.23 0.20 0.20 Clearance Time (s) 4.5 4.6 4.6 4.5 4.6 4.6 4.9 4.9 4.5 4.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 116 602 512 164 655 557 263 388 66 348 v/s Ratio Prot 0.03 c0.39 c0.07 c0.37 0.08 0.10 v/s Ratio Perm 0.20 0.03 c0.22 c0.30 v/c Ratio 0.45 1.18 0.60 0.73 1.04 0.08 0.96 0.36 1.48 0.52 Uniform Delay, d1 49.3 36.7 30.6 48.4 35.2 23.2 42.0 35.8 44.0 39.3 Progression Factor 1.10 0.78 0.58 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.6 95.0 4.1 13.9 45.4 0.3 46.5 2.6 282.7 1.1 Delay (s) 55.9 123.7 21.9 62.3 80.6 23.5 88.6 38.3 326.7 40.4 Level of Service E F C E F C F D F D Approach Delay (s) 85.8 74.3 68.7 135.8 Approach LOS F E E F Intersection Summary HCM Average Control Delay 85.0 HCM Level of Service F HCM Volume to Capacity ratio 1.19 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 80.0% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase Baseline PM Peak (without Crossroads) 22: Yelm Ave & Creek St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 3 4 5 6 Movement EBL WBT SBTL NBTL WBL EBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max Maximum Split (s) 15 40 26 29 15 40 Maximum Split (%) 13.6% 36.4% 23.6% 26.4% 13.6% 36.4% Minimum Split (s) 10.5 27.6 10.5 26.9 10.5 27.6 Yellow Time (s) 3.5 3.6 3.5 3.5 3.9 3.5 3.6 All-Red Time (s) 1 1 1 1 1 1 Minimum Initial (s) 6 6 6 6 6 6 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 Minimum Gap (s) 3 3 3 3 3 3 Time Before Reduce (s) 6 6 6 6 6 6 Time To Reduce (s) 20 20 20 20 20 20 Walk Time (s) 5 5 5 Flash Dont Walk (s) 18 17 18 Dual Entry No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 95 0 40 66 95 0 End Time (s) 0 40 66 95 0 40 Yield/Force Off (s) 105.5 35.4 61.5 90.1 105.5 35.4 Yield/Force Off 170(s) 105.5 17.4 61.5 73.1 105.5 17.4 Local Start Time (s) 95 0 40 66 95 0 Local Yield (s) 105.5 35.4 61.5 90.1 105.5 35.4 Local Yield 170(s) 105.5 17.4 61.5 73.1 105.5 17.4 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green, Master Intersection Splits and Phases: 22: Yelm Ave & Creek St HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 24: Yelm Ave & Grove Rd 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 10 880 935 90 20 10 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 10 907 964 93 21 10 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 1064 pX, platoon unblocked 0.48 0.48 0.48 vC, conflicting volume 1057 1938 1010 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1118 2952 1021 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 97 0 93 cM capacity (veh/h) 295 8 138 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 918 1057 31 Volume Left 10 0 21 Volume Right 0 93 10 cSH 295 1700 11 Volume to Capacity 0.03 0.62 2.80 Queue Length 95th (ft) 3 0 122 Control Delay (s) 1.5 0.0 1492.8 Lane LOS A F Approach Delay (s) 1.5 0.0 1492.8 Approach LOS F Intersection Summary Average Delay 23.7 Intersection Capacity Utilization 64.7% ICU Level of Service C Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 25: Yelm Ave & SR 510 Loop Road 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1863 1583 1770 1583 Flt Permitted 0.11 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 201 1863 1863 1583 1770 1583 Volume (vph) 160 725 855 75 180 90 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 174 788 929 82 196 196 98 RTOR Reduction (vph) 0 0 0 34 0 69 Lane Group Flow (vph) 174 788 929 48 196 29 Turn Type Perm Perm Perm Protected Phases 4 8 6 Permitted Phases 4 8 6 Actuated Green, G (s) 37.5 37.5 37.5 37.5 19.1 19.1 Effective Green, g (s) 37.5 37.5 37.5 37.5 19.1 19.1 Actuated g/C Ratio 0.58 0.58 0.58 0.58 0.30 0.30 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 117 1081 1081 919 523 468 v/s Ratio Prot 0.42 0.50 c0.11 v/s Ratio Perm c0.86 0.03 0.02 v/c Ratio 1.49 0.73 0.86 0.05 0.37 0.06 Uniform Delay, d1 13.5 9.9 11.3 5.9 18.0 16.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 259.0 2.5 7.0 0.0 2.0 0.3 Delay (s) 272.5 12.3 18.3 5.9 20.1 16.6 Level of Service F B B A C B Approach Delay (s) 59.4 17.3 18.9 Approach LOS E B B Intersection Summary HCM Average Control Delay 35.4 HCM Level of Service D HCM Volume to Capacity ratio 1.11 Actuated Cycle Length (s) 64.6 Sum of lost time (s) 8.0 Intersection Capacity Utilization 73.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase Baseline PM Peak (without Crossroads) 25: Yelm Ave & SR 510 Loop Road 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 4 6 8 Movement EBTL SBL WBT Lead/Lag Lead-Lag Optimize Recall Mode None Max None Maximum Split (s) 68 22 68 Maximum Split (%) 75.6% 24.4% 75.6% Minimum Split (s) 20 20 20 Yellow Time (s) 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 Minimum Initial (s) 4 4 4 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) 5 5 5 Flash Dont Walk (s) 11 11 11 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 22 0 22 End Time (s) 0 22 0 Yield/Force Off (s) 86 18 86 Yield/Force Off 170(s) 75 7 75 Local Start Time (s) 22 0 22 Local Yield (s) 86 18 86 Local Yield 170(s) 75 7 75 Intersection Summary Cycle Length 90 Control Type Actuated-Uncoordinat d Natural Cycle 70 Splits and Phases: 25: Yelm Ave & SR 510 Loop Road HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 29: Yelm Ave & Old McKenna Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 5 905 1030 35 5 5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 5 933 1062 36 5 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 921 pX, platoon unblocked 0.65 vC, conflicting volume 1098 2023 1080 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1098 2574 1080 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 72 98 cM capacity (veh/h) 632 19 268 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 938 1098 10 Volume Left 5 0 5 Volume Right 0 36 5 cSH 632 1700 35 Volume to Capacity 0.01 0.65 0.30 Queue Length 95th (ft) 1 0 24 Control Delay (s) 0.3 0.0 147.4 Lane LOS A F Approach Delay (s) 0.3 0.0 147.4 Approach LOS F Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 66.3% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 30: SR 507 & Vail Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 885 70 285 1025 40 160 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Hourly flow rate (vph) 922 73 297 1068 42 167 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 922 2583 922 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 922 2583 922 tC, single (s) 4.1 6.5 6.3 tC, 2 stage (s) tF (s) 2.2 3.6 3.4 p0 queue free % 60 0 48 cM capacity (veh/h) 741 16 322 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 922 73 297 1068 208 Volume Left 0 0 297 0 42 Volume Right 0 73 0 0 167 cSH 1700 1700 741 1700 68 Volume to Capacity 0.54 0.04 0.40 0.63 3.08 Queue Length 95th (ft) 0 0 48 0 Err Control Delay (s) 0.0 0.0 13.1 0.0 Err Lane LOS B F Approach Delay (s) 0.0 2.8 Err Approach LOS F Intersection Summary Average Delay 812.8 Intersection Capacity Utilization 84.5% ICU Level of Service E Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis Baseline PM Peak (without Crossroads) 31: SR 702 & SR 507 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1671 1495 1792 1524 1752 1845 Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1671 1495 1792 1524 1752 1845 Volume (vph) 0 0 0 470 0 30 0 525 380 45 740 0 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 0 0 485 0 31 0 541 392 46 763 0 RTOR Reduction (vph) 0 0 0 0 0 13 0 0 233 0 0 0 Lane Group Flow (vph) 0 0 0 485 0 18 0 541 159 46 763 0 Heavy Vehicles (%) 0% 0% 0% 8% 8% 8% 6% 6% 6% 3% 3% 3% Turn Type Perm custom custom Perm Prot Protected Phases 3 6 5 2 Permitted Phases 3 4 4 6 Actuated Green, G (s) 19.7 19.7 23.5 23.5 3.1 31.1 Effective Green, g (s) 19.7 19.7 24.1 24.1 3.6 31.7 Actuated g/C Ratio 0.33 0.33 0.41 0.41 0.06 0.53 Clearance Time (s) 4.0 4.0 4.6 4.6 4.5 4.6 Vehicle Extension (s) 3.0 3.0 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 554 496 727 618 106 985 v/s Ratio Prot 0.30 0.03 c0.41 v/s Ratio Perm c0.29 0.01 0.10 v/c Ratio 0.88 0.04 0.74 0.26 0.43 0.77 Uniform Delay, d1 18.7 13.4 15.0 11.7 26.9 11.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 14.4 0.0 6.8 1.0 2.1 3.7 Delay (s) 33.1 13.5 21.8 12.7 29.0 14.7 Level of Service C B C B C B Approach Delay (s) 0.0 31.9 18.0 15.5 Approach LOS A C B B Intersection Summary HCM Average Control Delay 20.3 HCM Level of Service C HCM Volume to Capacity ratio 0.81 Actuated Cycle Length (s) 59.4 Sum of lost time (s) 8.0 Intersection Capacity Utilization 71.7% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase Baseline PM Peak (without Crossroads) 31: SR 702 & SR 507 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 2 3 4 5 6 Movement SBT EBTL WBL SBL NBT Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None None Max Maximum Split (s) 36.4 10 23.6 10 26.4 Maximum Split (%) 52.0% 14.3% 33.7% 14.3% 37.7% Minimum Split (s) 22.6 9.6 20 8.5 27.6 Yellow Time (s) 3.6 3.5 3.5 3.5 3.6 All-Red Time (s) 1 1 0.5 1 1 Minimum Initial (s) 10 4 4 4 10 Vehicle Extension (s) 2.5 2.5 3 2.5 2.5 Minimum Gap (s) 3 3 3 3 3 Time Before Reduce (s) 6 6 0 6 6 Time To Reduce (s) 20 20 0 20 20 Walk Time (s) 5 6 Flash Dont Walk (s) 11 17 Dual Entry Yes Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Start Time (s) 0 36.4 46.4 0 10 End Time (s) 36.4 46.4 0 10 36.4 Yield/Force Off (s) 31.8 41.9 66 5.5 31.8 Yield/Force Off 170(s) 31.8 41.9 55 5.5 14.8 Local Start Time (s) 60 26.4 36.4 60 0 Local Yield (s) 21.8 31.9 56 65.5 21.8 Local Yield 170(s) 21.8 31.9 45 65.5 4.8 Intersection Summary Cycle Length 70 Control Type Semi Act-Uncoord Natural Cycle 90 Splits and Phases: 31: SR 702 & SR 507 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 1: Mud Run Rd SE & SR 510 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement WBL WBR NBT NBR SBL SBT Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 5 5 640 5 5 1020 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 5 5 674 5 5 1074 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1761 676 679 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1761 676 679 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 94 99 99 cM capacity (veh/h) 93 457 913 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 11 679 1079 Volume Left 5 0 5 Volume Right 5 5 0 cSH 155 1700 913 Volume to Capacity 0.07 0.40 0.01 Queue Length 95th (ft) 5 0 0 Control Delay (s) 29.9 0.0 0.2 Lane LOS D A Approach Delay (s) 29.9 0.0 0.2 Approach LOS D Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 67.7% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 2: 86th Ave SE & SR 510 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBR NBL NBT SBT SBR Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 0 0 5 645 1030 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 0 0 5 679 1084 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1776 1087 1089 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1776 1087 1089 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 99 cM capacity (veh/h) 91 265 637 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 0 684 1089 Volume Left 0 5 0 Volume Right 0 0 5 cSH 1700 637 1700 Volume to Capacity 0.00 0.01 0.64 Queue Length 95th (ft) 0 1 0 Control Delay (s) 0.0 0.2 0.0 Lane LOS A A Approach Delay (s) 0.0 0.2 0.0 Approach LOS A Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 57.8% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 3: 89th Ave SE & SR 510 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBR NBL NBT SBT SBR Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 0 5 0 645 945 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 0 5 0 709 1038 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1747 1038 1038 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1747 1038 1038 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 98 100 cM capacity (veh/h) 96 283 669 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 5 709 1038 Volume Left 0 0 0 Volume Right 5 0 0 cSH 283 669 1700 Volume to Capacity 0.02 0.00 0.61 Queue Length 95th (ft) 1 0 0 Control Delay (s) 18.0 0.0 0.0 Lane LOS C Approach Delay (s) 18.0 0.0 0.0 Approach LOS C Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 59.7% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 4: Yelm Ave & Burnett Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 35 905 630 15 20 15 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 39 1006 700 17 22 17 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 717 1792 708 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 717 1792 708 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 96 74 96 cM capacity (veh/h) 879 84 431 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 1044 717 39 Volume Left 39 0 22 Volume Right 0 17 17 cSH 879 1700 128 Volume to Capacity 0.04 0.42 0.30 Queue Length 95th (ft) 3 0 30 Control Delay (s) 1.3 0.0 44.9 Lane LOS A E Approach Delay (s) 1.3 0.0 44.9 Approach LOS E Intersection Summary Average Delay 1.7 Intersection Capacity Utilization 86.0% ICU Level of Service E Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 5: Yelm Ave & 93rd Ave SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 910 15 40 645 10 65 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 1000 16 44 709 11 71 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1016 1805 1008 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1016 1805 1008 tC, single (s) 4.1 6.5 6.3 tC, 2 stage (s) tF (s) 2.2 3.6 3.4 p0 queue free % 93 86 75 cM capacity (veh/h) 675 79 285 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 1016 753 82 Volume Left 0 44 11 Volume Right 16 0 71 cSH 1700 675 212 Volume to Capacity 0.60 0.07 0.39 Queue Length 95th (ft) 0 5 43 Control Delay (s) 0.0 1.8 32.4 Lane LOS A D Approach Delay (s) 0.0 1.8 32.4 Approach LOS D Intersection Summary Average Delay 2.2 Intersection Capacity Utilization 77.9% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 6: Yelm Ave & Mountain View Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 10 985 0 0 690 35 0 0 0 35 0 5 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 Hourly flow rate (vph) 10 1026 0 0 719 36 0 0 0 36 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 755 1026 1789 1802 1026 1784 1784 737 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 755 1026 1789 1802 1026 1784 1784 737 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.2 6.6 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 100 100 100 41 100 99 cM capacity (veh/h) 846 669 62 79 288 62 79 414 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total 1036 755 0 0 42 Volume Left 10 0 0 0 36 Volume Right 0 36 0 0 5 cSH 846 669 1700 1700 69 Volume to Capacity 0.01 0.00 0.00 0.00 0.60 Queue Length 95th (ft) 1 0 0 0 65 Control Delay (s) 0.4 0.0 0.0 0.0 116.4 Lane LOS A A A F Approach Delay (s) 0.4 0.0 0.0 116.4 Approach LOS A F Intersection Summary Average Delay 2.9 Intersection Capacity Utilization 69.8% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 7: Yelm Ave & Killion St SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 5 1140 720 10 20 5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 5 1226 774 11 22 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 785 2016 780 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 785 2016 780 tC, single (s) 4.1 6.6 6.4 tC, 2 stage (s) tF (s) 2.2 3.7 3.5 p0 queue free % 99 62 99 cM capacity (veh/h) 825 57 367 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 1231 785 27 Volume Left 5 0 22 Volume Right 0 11 5 cSH 825 1700 68 Volume to Capacity 0.01 0.46 0.39 Queue Length 95th (ft) 0 0 38 Control Delay (s) 0.3 0.0 88.8 Lane LOS A F Approach Delay (s) 0.3 0.0 88.8 Approach LOS F Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 8: Yelm Ave & Cullens St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 60 1135 15 30 725 45 5 5 25 35 5 40 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 65 1220 16 32 780 48 5 5 27 38 5 43 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 828 1237 2272 2250 1228 2255 2234 804 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 828 1237 2272 2250 1228 2255 2234 804 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.2 6.6 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 92 94 74 85 88 0 85 89 cM capacity (veh/h) 795 560 20 37 219 20 36 378 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1301 860 38 86 Volume Left 65 32 5 38 Volume Right 16 48 27 43 cSH 795 560 71 40 Volume to Capacity 0.08 0.06 0.53 2.14 Queue Length 95th (ft) 7 5 56 230 Control Delay (s) 3.3 1.7 103.5 738.9 Lane LOS A A F F Approach Delay (s) 3.3 1.7 103.5 738.9 Approach LOS F F Intersection Summary Average Delay 32.1 Intersection Capacity Utilization 102.1% ICU Level of Service G Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 9: Yelm Ave & Longmire St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 1105 80 135 725 15 80 0 155 10 5 5 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 5 1176 85 144 771 16 85 0 165 11 5 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 787 1261 2303 2303 1218 2460 2338 779 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 787 1261 2303 2303 1218 2460 2338 779 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 74 0 100 26 0 80 99 cM capacity (veh/h) 828 548 18 29 222 4 27 399 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1266 931 250 21 Volume Left 5 144 85 11 Volume Right 85 16 165 5 cSH 828 548 47 8 Volume to Capacity 0.01 0.26 5.36 2.66 Queue Length 95th (ft) 0 26 Err 94 Control Delay (s) 0.3 7.9 Err 1654.1 Lane LOS A A F F Approach Delay (s) 0.3 7.9 Err 1654.1 Approach LOS F F Intersection Summary Average Delay 1030.2 Intersection Capacity Utilization 135.5% ICU Level of Service H Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 10: Yelm Ave & Solberg St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 40 1055 120 35 840 50 10 5 20 15 0 20 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 Hourly flow rate (vph) 42 1111 126 37 884 53 11 5 21 16 0 21 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 937 1237 2237 2268 1174 2203 2305 911 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 937 1237 2237 2268 1174 2203 2305 911 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 94 93 60 85 91 34 100 94 cM capacity (veh/h) 735 563 26 36 236 24 34 335 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total 42 1237 37 937 37 37 Volume Left 42 0 37 0 11 16 Volume Right 0 126 0 53 21 21 cSH 735 1700 563 1700 58 51 Volume to Capacity 0.06 0.73 0.07 0.55 0.64 0.72 Queue Length 95th (ft) 5 0 5 0 66 74 Control Delay (s) 10.2 0.0 11.8 0.0 142.6 177.6 Lane LOS B B F F Approach Delay (s) 0.3 0.4 142.6 177.6 Approach LOS F F Intersection Summary Average Delay 5.4 Intersection Capacity Utilization 72.8% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 11: Yelm Ave & Rice St SW 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 1080 10 20 925 5 10 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 1137 11 21 974 5 11 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 1196 pX, platoon unblocked 0.87 vC, conflicting volume 1147 2158 1142 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1147 2336 1142 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 97 85 96 cM capacity (veh/h) 609 34 246 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 1147 995 16 Volume Left 0 21 5 Volume Right 11 0 11 cSH 1700 609 80 Volume to Capacity 0.67 0.03 0.20 Queue Length 95th (ft) 0 3 17 Control Delay (s) 0.0 1.1 60.4 Lane LOS A F Approach Delay (s) 0.0 1.1 60.4 Approach LOS F Intersection Summary Average Delay 1.0 Intersection Capacity Utilization 74.7% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 12: Yelm Ave & Edwards St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 50 1060 15 10 810 60 5 5 10 40 10 50 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 52 1093 15 10 835 62 5 5 10 41 10 52 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 731 pX, platoon unblocked 0.72 0.72 0.72 0.72 0.72 0.72 vC, conflicting volume 897 1108 2147 2147 2121 1101 2103 2098 866 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 856 1108 2604 2568 1101 2543 2536 813 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 91 98 0 69 96 0 42 81 cM capacity (veh/h) 558 623 5 17 260 9 18 273 Direction, Lane # EB 1 WB 1 NB 1 SB 1 SB 2 Volume Total 1160 907 21 41 62 Volume Left 52 10 5 41 0 Volume Right 15 62 10 0 52 cSH 558 623 15 9 80 Volume to Capacity 0.09 0.02 1.42 4.63 0.77 Queue Length 95th (ft) 8 1 80 Err 95 Control Delay (s) 3.6 0.5 755.5 Err 133.6 Lane LOS A A F F F Approach Delay (s) 3.6 0.5 755.5 4079.8 Approach LOS F F Intersection Summary Average Delay 201.2 Intersection Capacity Utilization 101.1% ICU Level of Service G Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 13: Yelm Ave & SW Railroad Ave 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 1095 5 5 1160 15 5 0 20 10 5 5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 5 1177 5 5 1247 16 5 0 22 11 5 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 357 pX, platoon unblocked 0.53 0.53 0.53 0.53 0.53 0.53 vC, conflicting volume 1263 1183 2465 2465 1180 2478 2460 1255 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1497 1183 3765 3765 1180 3791 3755 1482 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 99 0 100 91 0 0 93 cM capacity (veh/h) 234 587 0 2 234 1 2 82 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1188 1269 27 22 Volume Left 5 5 5 11 Volume Right 5 16 22 5 cSH 234 587 0 2 Volume to Capacity 0.02 0.01 Err 12.89 Queue Length 95th (ft) 2 1 Err Err Control Delay (s) 1.7 0.4 Err Err Lane LOS A A F F Approach Delay (s) 1.7 0.4 Err Err Approach LOS F F Intersection Summary Average Delay Err Intersection Capacity Utilization 75.5% ICU Level of Service D Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 14: Yelm Ave & First St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.85 1.00 0.99 1.00 0.89 1.00 0.91 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1736 1827 1553 1719 1792 1703 1603 1752 1671 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.17 1.00 0.20 1.00 Satd. Flow (perm) 1736 1827 1553 1719 1792 304 1603 362 1671 Volume (vph) 245 825 85 265 650 45 155 120 285 50 100 170 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 263 887 91 285 699 48 167 129 306 54 108 183 RTOR Reduction (vph) 0 0 20 0 2 0 0 73 0 0 55 0 Lane Group Flow (vph) 263 887 71 285 745 0 167 362 0 54 236 0 Heavy Vehicles (%) 4% 4% 4% 5% 5% 5% 6% 6% 6% 3% 3% 3% Parking (#/hr) 5 Turn Type Prot Perm Prot pm+pt pm+pt Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 4 8 Actuated Green, G (s) 12.5 47.6 47.6 14.5 49.6 33.9 23.9 25.9 19.9 Effective Green, g (s) 13.0 48.1 48.1 15.0 50.1 34.9 24.4 26.9 20.4 Actuated g/C Ratio 0.12 0.44 0.44 0.14 0.46 0.32 0.22 0.24 0.19 Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Vehicle Extension (s) 2.0 2.8 2.8 2.0 2.8 2.0 2.8 2.0 2.8 Lane Grp Cap (vph) 205 799 679 234 816 230 356 171 310 v/s Ratio Prot 0.15 c0.49 c0.17 0.42 c0.07 c0.23 0.02 0.14 v/s Ratio Perm 0.05 0.16 0.06 v/c Ratio 1.28 1.11 0.11 1.22 0.91 0.73 1.02 0.32 0.76 Uniform Delay, d1 48.5 31.0 18.3 47.5 27.9 30.0 42.8 34.1 42.5 Progression Factor 1.00 1.00 1.00 1.04 0.77 1.00 1.00 1.00 1.00 Incremental Delay, d2 159.2 66.5 0.3 119.9 11.2 9.3 51.9 0.4 10.4 Delay (s) 207.7 97.4 18.6 169.1 32.7 39.3 94.7 34.5 52.9 Level of Service F F B F C D F C D Approach Delay (s) 115.0 70.4 79.4 50.0 Approach LOS F E E D Intersection Summary HCM Average Control Delay 87.1 HCM Level of Service F HCM Volume to Capacity ratio 1.04 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 99.4% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase Baseline PM Peak (with Crossroads) 14: Yelm Ave & First St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 3 4 5 6 7 8 Movement WBL EBT SBL NBTL EBL WBT NBL SBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 19 53 15 23 17 55 15 23 Maximum Split (%) 17.3% 48.2% 13.6% 20.9% 15.5% 50.0% 13.6% 20.9% Minimum Split (s) 10 19.5 10 21.5 10 19.5 10 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 10 5 5 5 10 5 5 Vehicle Extension (s) 2 2.8 2 2.8 2 2.8 2 2.8 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 6 6 6 6 6 6 6 6 Time To Reduce (s) 20 20 20 20 20 20 20 20 Walk Time (s) 5 7 5 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes No Yes No Yes No No Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 46 65 8 23 46 63 8 23 End Time (s) 65 8 23 46 63 8 23 46 Yield/Force Off (s) 60.5 3.5 18.5 41.5 58.5 3.5 18.5 41.5 Yield/Force Off 170(s) 60.5 103.5 18.5 31.5 58.5 103.5 18.5 31.5 Local Start Time (s) 91 0 53 68 91 108 53 68 Local Yield (s) 105.5 48.5 63.5 86.5 103.5 48.5 63.5 86.5 Local Yield 170(s) 105.5 38.5 63.5 76.5 103.5 38.5 63.5 76.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 120 Offset: 65 (59%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 14: Yelm Ave & First St HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 15: Yelm Ave & Second St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 1095 10 5 1120 5 15 0 40 5 0 5 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 Hourly flow rate (vph) 5 1141 10 5 1167 5 16 0 42 5 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 294 pX, platoon unblocked 0.57 0.57 0.57 0.57 0.57 0.57 vC, conflicting volume 1172 1151 2341 2339 1146 2378 2341 1169 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1172 1266 3359 3355 1257 3423 3359 1169 tC, single (s) 4.2 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.3 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 98 0 100 65 0 100 98 cM capacity (veh/h) 582 308 3 4 120 2 4 237 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1156 1177 57 10 Volume Left 5 5 16 5 Volume Right 10 5 42 5 cSH 582 308 9 3 Volume to Capacity 0.01 0.02 6.54 3.47 Queue Length 95th (ft) 1 1 Err Err Control Delay (s) 0.4 1.0 Err Err Lane LOS A A F F Approach Delay (s) 0.4 1.0 Err Err Approach LOS F F Intersection Summary Average Delay 282.6 Intersection Capacity Utilization 73.0% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 16: Yelm Ave & Third St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 1130 15 80 1130 5 5 0 110 5 0 5 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 Hourly flow rate (vph) 5 1177 16 83 1177 5 5 0 115 5 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 781 1132 pX, platoon unblocked 0.27 0.58 0.48 0.48 0.58 0.48 0.48 0.27 vC, conflicting volume 1182 1193 2547 2544 1185 2656 2549 1180 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1684 1334 2907 2902 1321 3136 2913 1674 tC, single (s) 4.2 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.3 2.2 3.5 4.0 3.3 3.5 4.0 4.0 3.3 p0 queue free % 95 72 0 100 0 0 100 84 cM capacity (veh/h) 98 295 3 5 111 0 5 32 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1198 1266 120 10 Volume Left 5 83 5 5 Volume Right 16 5 115 5 cSH 98 295 43 0 Volume to Capacity 0.05 0.28 2.78 Err Queue Length 95th (ft) 4 28 326 Err Control Delay (s) 7.9 20.5 1003.8 Err Lane LOS A C F F Approach Delay (s) 7.9 20.5 1003.8 Err Approach LOS F F Intersection Summary Average Delay Err Intersection Capacity Utilization 132.2% ICU Level of Service H Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 17: Yelm Ave & Fourth St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 10 1235 5 10 1205 10 5 0 10 5 0 5 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Hourly flow flow rate (vph) 10 1260 5 10 1230 10 5 0 10 5 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) 1218 695 pX, platoon unblocked 0.23 0.59 0.44 0.44 0.59 0.44 0.44 0.23 vC, conflicting volume 1240 1265 2538 2543 1263 2546 2541 1235 vC1, stage 1 conf vol 1283 1283 1255 1255 vC2, stage 2 conf vol 1255 1260 1291 1286 vCu, unblocked vol 2027 1453 3084 3095 1448 3101 3089 2005 tC, single (s) 4.1 4.2 7.1 6.5 6.2 7.2 6.6 6.3 tC, 2 stage (s) 6.1 5.5 6.2 5.6 tF (s) 2.2 2.3 3.5 4.0 3.3 3.6 4.1 3.4 p0 queue free % 84 96 0 100 89 54 100 69 cM capacity (veh/h) 64 266 2 9 95 11 16 16 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total 10 1265 10 1240 15 10 Volume Left 10 0 10 0 5 5 Volume Right 0 5 0 10 10 5 cSH 64 1700 266 1700 6 13 Volume to Capacity 0.16 0.74 0.04 0.73 2.77 0.77 Queue Length 95th (ft) 13 0 3 0 77 44 Control Delay (s) 72.0 0.0 19.1 0.0 2039.2 537.8 Lane LOS F C F F Approach Delay (s) 0.6 0.2 2039.2 537.8 Approach LOS F F Intersection Summary Average Delay 14.8 Intersection Capacity Utilization 75.3% ICU Level of Service D Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 18: Yelm Ave & Prairie Park 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 1.00 0.86 1.00 0.87 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1736 1822 1752 1839 1787 1617 1805 1661 Flt Permitted 0.10 1.00 0.09 1.00 0.74 1.00 0.64 1.00 Satd. Flow (perm) 189 1822 168 1839 1386 1617 1217 1661 Volume (vph) 25 1205 20 80 1200 25 25 5 70 25 5 25 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 26 1242 21 82 1237 26 26 5 72 26 5 26 RTOR Reduction (vph) 0 0 0 0 0 0 0 68 0 0 24 0 Lane Group Flow (vph) 26 1263 1263 0 82 1263 0 26 9 0 26 7 0 Heavy Vehicles (%) 4% 4% 4% 3% 3% 3% 1% 1% 1% 0% 0% 0% Turn Type pm+pt pm+pt Perm Perm Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 4 8 Actuated Green, G (s) 89.2 85.6 92.1 86.8 6.1 6.1 6.1 6.1 Effective Green, g (s) 90.2 86.1 92.6 87.3 6.6 6.6 6.6 6.6 Actuated g/C Ratio 0.82 0.78 0.84 0.79 0.06 0.06 0.06 0.06 Clearance Time (s) 4.5 4.5 4.0 4.5 4.5 4.5 4.5 4.5 Vehicle Extension (s) 2.5 2.8 2.5 2.8 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 213 1426 218 1459 83 97 73 100 v/s Ratio Prot 0.00 c0.69 c0.02 0.69 0.01 0.00 v/s Ratio Perm 0.10 0.30 0.02 c0.02 v/c Ratio 0.12 0.89 0.38 0.87 0.31 0.10 0.36 0.07 Uniform Delay, d1 13.0 8.5 17.4 7.5 49.5 48.9 49.7 48.8 Progression Factor 0.94 0.74 2.02 0.92 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 4.1 0.6 5.6 1.6 0.3 2.2 0.2 Delay (s) 12.3 10.4 35.8 12.5 51.1 49.2 51.8 49.0 Level of Service B B D B D D D D Approach Delay (s) 10.4 13.9 49.7 50.3 Approach LOS B B D D Intersection Summary HCM Average Control Delay 14.4 HCM Level of Service B B HCM Volume to Capacity ratio 0.82 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 81.2% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase Baseline PM Peak (with Crossroads) 18: Yelm Ave & Prairie Park 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 4 5 6 8 Movement EBL WBTL NBTL WBL EBTL SBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s) 15 70 25 15 70 25 Maximum Split (%) 13.6% 63.6% 22.7% 13.6% 63.6% 22.7% Minimum Split (s) 10.5 30.5 10.5 10 30.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1 1 1 0.5 1 1 Minimum Initial (s) 6 10 6 6 10 6 Vehicle Extension (s) 2.5 2.8 2.5 2.5 2.8 2.5 Minimum Gap (s) 0.2 3 3 0.2 3 3 Time Before Reduce (s) 0 6 6 0 6 6 Time To Reduce (s) 0 20 20 0 20 20 Walk Time (s) 6 6 6 Flash Dont Walk (s) 12 20 12 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 101 6 76 101 6 76 End Time (s) 6 76 101 6 76 101 Yield/Force Off (s) 1.5 71.5 96.5 2 71.5 96.5 Yield/Force Off 170(s) 1.5 59.5 96.5 2 51.5 84.5 Local Start Time (s) 95 0 70 95 0 70 Local Yield (s) 105.5 65.5 90.5 106 65.5 90.5 Local Yield 170(s) 105.5 53.5 90.5 106 45.5 78.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 120 Offset: 6 (5%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Splits and Phases: 18: Yelm Ave & Prairie Park HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 19: Yelm Ave & 103rd Ave SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 75 1220 5 5 1025 20 5 0 5 5 0 45 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 77 1258 5 5 1057 21 5 0 5 5 0 46 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 1 Upstream signal (ft) 460 1132 pX, platoon unblocked 0.50 0.24 0.49 0.49 0.24 0.49 0.49 0.50 vC, conflicting volume 1077 1263 2539 2503 1260 2495 2495 1067 vC1, stage 1 conf vol 1077 1077 vC2, stage 2 conf vol 1418 1418 vCu, unblocked vol 1154 2106 2626 2552 2095 2536 2536 1134 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 74 92 0 100 67 0 100 63 cM capacity (veh/h) 300 61 4 9 16 5 9 124 Direction, Lane # EB 1 EB 2 WB 1 NB 1 SB 1 SB 2 Volume Total 77 1263 1082 10 5 46 Volume Left 77 0 5 5 5 0 Volume Right 0 5 21 5 0 46 cSH 300 1700 61 6 5 124 Volume to Capacity 0.26 0.74 0.08 1.73 1.14 0.37 Queue Length 95th (ft) 25 0 7 56 36 39 Control Delay (s) 21.1 0.0 16.1 1478.5 1469.3 50.5 Lane LOS C C F F F Approach Delay (s) 1.2 16.1 1478.5 192.4 Approach LOS F F Intersection Summary Average Delay 17.8 Intersection Capacity Utilization 76.3% ICU Level of Service D Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 20: Yelm Ave & Vancil Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1736 1827 1553 1703 1792 1524 1752 1845 1568 1805 1768 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.58 1.00 1.00 0.72 1.00 Satd. Flow (perm) 1736 1827 1553 1703 1792 1524 1071 1845 1568 1375 1768 Volume (vph) 55 995 150 55 920 40 175 50 85 100 70 60 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 56 1015 153 56 939 41 179 51 87 102 71 61 RTOR Reduction (vph) 0 0 17 0 0 8 0 0 70 0 30 0 Lane Group Flow (vph) 56 1015 136 56 939 33 179 51 17 102 102 0 Heavy Vehicles (%) 4% 4% 4% 6% 6% 6% 3% 3% 3% 0% 0% 0% Turn Type Prot custom Prot custom Perm Perm Perm Protected Phases 1 6 5 2 4 8 Permitted Phases 2 6 4 4 8 Actuated Green, G (s) 7.3 67.9 67.8 7.2 67.8 67.9 20.5 20.5 20.5 21.2 21.2 Effective Green, g (s) 7.8 68.5 68.4 7.7 68.4 68.5 21.8 21.8 21.8 21.8 21.8 Actuated g/C Ratio 0.07 0.62 0.62 0.07 0.62 0.62 0.20 0.20 0.20 0.20 0.20 Clearance Time (s) 4.5 4.6 4.6 4.5 4.6 4.6 5.3 5.3 5.3 4.6 4.6 Vehicle Extension (s) 2.5 2.8 2.8 2.5 2.8 2.8 2.5 2.5 2.5 2.8 2.8 Lane Grp Cap (vph) 123 1138 966 119 1114 949 212 366 311 273 350 v/s Ratio Prot 0.03 c0.56 c0.03 0.52 0.03 0.06 v/s Ratio Perm 0.09 0.02 c0.17 0.01 0.07 v/c Ratio 0.46 0.89 0.14 0.47 0.84 0.03 0.84 0.14 0.06 0.37 0.29 Uniform Delay, d1 49.1 17.6 8.6 49.2 16.5 8.0 42.5 36.4 35.8 38.2 37.5 Progression Factor 1.17 0.56 0.30 1.17 1.11 0.68 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.1 6.3 0.2 0.6 2.2 0.0 24.9 0.1 0.1 0.8 0.4 Delay (s) 58.3 16.2 2.8 58.0 20.5 5.4 67.3 36.5 35.8 39.0 38.0 Level of Service E B A E C A E D D D D Approach Delay (s) 16.4 21.9 53.7 38.4 Approach LOS B C D D Intersection Summary HCM Average Control Delay 24.5 HCM Level of Service C HCM Volume to Capacity ratio 0.81 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 79.4% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase Baseline PM Peak (with Crossroads) 20: Yelm Ave & Vancil Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 4 5 6 8 Movement EBL WBT NBTL WBL EBT SBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s) 17 63 30 17 63 30 Maximum Split (%) 15.5% 57.3% 27.3% 15.5% 57.3% 27.3% Minimum Split (s) 8.5 21.6 9.3 8.5 21.6 23.8 Yellow Time (s) 3.5 3.6 3.8 3.5 3.6 3.6 All-Red Time (s) 1 1 1.5 1 1 1 Minimum Initial (s) 4 10 4 4 10 4 Vehicle Extension (s) 2.5 2.8 2.5 2.5 2.8 2.8 Minimum Gap (s) 3 3 3 3 3 3 Time Before Reduce (s) 6 6 6 6 6 6 Time To Reduce (s) 20 20 20 20 20 20 Walk Time (s) 6 6 6 Flash Dont Walk (s) 11 11 13 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 36 53 6 36 53 6 End Time (s) 53 6 36 53 6 36 Yield/Force Off (s) 48.5 1.4 30.7 48.5 1.4 31.4 Yield/Force Off 170(s) 48.5 100.4 100.4 30.7 48.5 100.4 18.4 Local Start Time (s) 93 0 63 93 0 63 Local Yield (s) 105.5 58.4 87.7 105.5 58.4 88.4 Local Yield 170(s) 105.5 47.4 87.7 105.5 47.4 75.4 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 53 (48%), Referenced to phase 2:WBT and 6:EBT, Start of Green Splits and Phases: 20: Yelm Ave & Vancil Rd SE HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 21: Yelm Ave & Plaza Dr NE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 45 1095 45 125 985 30 10 10 160 10 5 45 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 46 1129 46 129 1015 31 10 10 165 10 5 46 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) 737 969 pX, platoon unblocked 0.56 0.44 0.67 0.67 0.44 0.67 0.67 0.56 vC, conflicting volume 1046 1175 2544 2526 1129 2665 2541 1015 vC1, stage 1 conf vol 1222 1222 1273 1273 vC2, stage 2 conf vol 1322 1304 1392 1268 vCu, unblocked vol 1083 1394 2323 2296 1290 2505 2319 1028 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 87 40 0 0 0 0 42 71 cM capacity (veh/h) 353 215 3 9 88 0 9 160 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1 SB 2 Volume Total 46 1129 46 129 1015 31 186 10 52 Volume Left 46 0 0 129 0 0 10 10 0 Volume Right 0 0 46 0 0 31 165 0 46 cSH 353 1700 1700 215 1700 1700 31 0 59 Volume to Capacity 0.13 0.66 0.03 0.60 0.60 0.02 6.05 Err 0.87 Queue Length 95th (ft) 11 0 0 85 0 0 Err Err 99 Control Delay (s) 16.7 0.0 0.0 44.0 0.0 0.0 Err Err 194.9 Lane LOS C E F F F Approach Delay (s) 0.6 4.8 Err Err Approach LOS F F Intersection Summary Average Delay Err Intersection Capacity Utilization 92.2% ICU Level of Service F Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 22: Yelm Ave & Creek St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.91 1.00 0.96 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1719 1810 1538 1736 1820 1547 1736 1670 1736 1740 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.63 1.00 0.18 1.00 Satd. Flow (perm) 1719 1810 1538 1736 1820 1547 1159 1670 332 1740 Volume (vph) 50 795 385 165 770 55 245 90 120 95 135 55 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 52 820 397 170 794 57 253 93 124 98 139 57 RTOR Reduction (vph) 0 0 79 0 0 10 0 43 0 0 14 0 Lane Group Flow (vph) 52 820 318 170 794 47 253 174 0 98 182 0 Heavy Vehicles (%) 5% 5% 5% 4% 4% 4% 4% 4% 4% 4% 4% 4% Bus Blockages (#/hr) 0 0 0 0 1 1 0 0 0 0 1 1 Turn Type Prot Perm Prot Perm Perm Perm Protected Phases 1 6 5 2 4 3 Permitted Phases 6 2 4 3 Actuated Green, G (s) 7.0 35.4 35.4 10.5 38.9 38.9 24.1 24.1 21.5 21.5 Effective Green, g (s) 7.5 36.0 36.0 11.0 39.5 39.5 25.0 25.0 22.0 22.0 Actuated g/C Ratio 0.07 0.33 0.33 0.10 0.36 0.36 0.23 0.23 0.20 0.20 Clearance Time (s) 4.5 4.6 4.6 4.5 4.6 4.6 4.9 4.9 4.5 4.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 117 592 503 174 654 556 263 380 66 348 v/s Ratio Prot 0.03 c0.45 c0.10 c0.44 0.10 0.10 v/s Ratio Perm 0.21 0.03 c0.22 c0.30 v/c Ratio 0.44 1.39 0.63 0.98 1.21 0.09 0.96 0.46 1.48 0.52 Uniform Delay, d1 49.2 37.0 31.4 49.4 35.2 23.3 42.0 36.6 44.0 39.3 Progression Factor 1.12 0.75 0.56 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.4 180.9 4.4 60.8 110.0 0.3 46.5 3.9 282.7 1.1 Delay (s) 56.8 208.8 21.8 110.2 145.2 23.6 88.6 40.6 326.7 40.4 Level of Service E F C F F C F D F D Approach Delay (s) 144.0 132.6 66.4 135.8 Approach LOS F F E F Intersection Summary HCM Average Control Delay 127.5 HCM Level of Service F HCM Volume to Capacity ratio 1.29 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 88.3% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase Baseline PM Peak (with Crossroads) 22: Yelm Ave & Creek St 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 3 4 5 6 Movement EBL WBT SBTL NBTL WBL EBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max Maximum Split (s) 15 40 26 29 15 40 Maximum Split (%) 13.6% 36.4% 23.6% 26.4% 13.6% 36.4% Minimum Split (s) 10.5 27.6 10.5 26.9 10.5 27.6 Yellow Time (s) 3.5 3.6 3.5 3.9 3.5 3.6 All-Red Time (s) 1 1 1 1 1 1 Minimum Initial (s) 6 6 6 6 6 6 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 Minimum Gap (s) 3 3 3 3 3 3 Time Before Reduce (s) 6 6 6 6 6 6 Time To Reduce (s) 20 20 20 20 20 20 Walk Time (s) 5 5 5 Flash Dont Walk (s) 18 17 18 Dual Entry No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 95 0 40 66 95 0 End Time (s) 0 40 66 95 0 40 Yield/Force Off (s) 105.5 35.4 61.5 90.1 105.5 35.4 Yield/Force Off 170(s) 105.5 17.4 61.5 73.1 105.5 17.4 Local Start Time (s) 95 0 40 66 95 0 Local Yield (s) 105.5 35.4 61.5 90.1 105.5 35.4 Local Yield 170(s) 105.5 17.4 61.5 73.1 105.5 17.4 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green, Master Intersection Splits and Phases: 22: Yelm Ave & Creek St HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 24: Yelm Ave & Grove Rd 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 225 815 1065 115 160 35 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 232 840 1098 119 165 36 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 1064 pX, platoon unblocked 0.34 0.34 0.34 vC, conflicting volume 1216 2461 1157 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1643 5342 1467 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 0 0 32 cM capacity (veh/h) 130 0 53 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 1072 1216 201 Volume Left 232 0 165 Volume Right 0 119 36 cSH 130 1700 0 Volume to Capacity 1.79 0.72 Err Queue Length 95th (ft) 442 0 Err Control Delay (s) 779.8 0.0 Err Lane LOS F F Approach Delay (s) 779.8 0.0 Err Approach LOS F Intersection Summary Average Delay Err Intersection Capacity Utilization 139.4% ICU Level of Service H Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 25: Yelm Ave & SR 510 Loop Road 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1863 1583 1770 1583 Flt Permitted 0.16 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 307 1863 1863 1583 1770 1583 Volume (vph) 235 730 925 150 330 170 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 255 793 1005 163 359 185 RTOR Reduction (vph) 0 0 0 47 0 137 Lane Group Flow (vph) 255 793 1005 116 359 48 Turn Type Perm Perm Perm Protected Phases 4 8 6 Permitted Phases 4 8 6 Actuated Green, G (s) 64.0 64.0 64.0 64.0 18.0 18.0 Effective Green, g (s) 64.0 64.0 64.0 64.0 18.0 18.0 Actuated g/C Ratio 0.71 0.71 0.71 0.71 0.20 0.20 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 218 1325 1325 1126 354 317 v/s Ratio Prot 0.43 0.54 c0.20 v/s Ratio Perm c0.83 0.07 0.03 v/c Ratio 1.17 0.60 0.76 0.10 1.01 0.15 Uniform Delay, d1 13.0 6.5 8.2 4.1 36.0 29.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 114.4 0.7 2.5 0.0 51.5 1.0 Delay (s) 127.4 7.3 10.7 4.1 87.5 30.7 Level of Service F A B A F C Approach Delay (s) 36.5 9.8 68.2 Approach LOS D A E Intersection Summary HCM Average Control Delay 31.4 HCM Level of Service C HCM Volume to Capacity ratio 1.13 Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 90.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase Baseline PM Peak (with Crossroads) 25: Yelm Ave & SR 510 Loop Road 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 4 6 8 Movement EBTL SBL WBT Lead/Lag Lead-Lag Optimize Recall Mode None Max None Maximum Split (s) 68 22 68 Maximum Split (%) 75.6% 24.4% 75.6% Minimum Split (s) 20 20 20 Yellow Time (s) 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 Minimum Initial (s) 4 4 4 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) 5 5 5 Flash Dont Walk (s) 11 11 11 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 22 0 22 End Time (s) 0 22 0 Yield/Force Off (s) 86 18 86 Yield/Force Off 170(s) 75 7 75 Local Start Time (s) 22 0 22 Local Yield (s) 86 18 86 Local Yield 170(s) 75 7 75 Intersection Summary Cycle Length 90 Control Type Actuated-Uncoordinat d Natural Cycle 110 Splits and Phases: 25: Yelm Ave & SR 510 Loop Road HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 29: Yelm Ave & Old McKenna Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 15 1045 1165 35 5 15 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 15 1077 1201 36 5 15 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 921 pX, platoon unblocked 0.76 vC, conflicting volume 1237 2327 1219 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1237 2755 1219 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 97 68 93 cM capacity (veh/h) 560 16 222 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 1093 1237 21 Volume Left 15 0 5 Volume Right 0 36 15 cSH 560 1700 53 Volume to Capacity 0.03 0.73 0.39 Queue Length 95th ((ft) 2 0 35 Control Delay (s) 1.0 0.0 110.1 Lane LOS A F Approach Delay (s) 1.0 0.0 110.1 Approach LOS F Intersection Summary Average Delay 1.4 Intersection Capacity Utilization 77.0% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 30: SR 507 & Vail Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 990 105 285 1125 75 160 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Hourly flow rate (vph) 1031 109 297 1172 78 167 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1031 2797 1031 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1031 2797 1031 tC, single (s) 4.1 6.5 6.3 tC, 2 stage (s) tF (s) 2.2 3.6 3.4 p0 queue free % 56 0 40 cM capacity (veh/h) 674 11 278 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 1031 109 297 1172 245 Volume Left 0 0 297 0 78 Volume Right 0 109 0 0 167 cSH 1700 1700 674 1700 32 Volume to to Capacity 0.61 0.06 0.44 0.69 7.67 Queue Length 95th (ft) 0 0 56 0 Err Control Delay (s) 0.0 0.0 14.5 0.0 Err Lane LOS B F Approach Delay (s) 0.0 2.9 Err Approach LOS F Intersection Summary Average Delay 859.1 Intersection Capacity Utilization 91.9% ICU Level of Service F Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis Baseline PM Peak (with Crossroads) 31: SR 702 & SR 507 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1671 1495 1792 1524 1752 1845 Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1671 1495 1792 1524 1752 1845 Volume (vph) 0 0 0 525 0 30 0 575 440 440 45 785 0 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 0 0 541 0 31 0 593 454 46 809 0 RTOR Reduction (vph) 0 0 0 0 0 11 0 0 264 0 0 0 Lane Group Flow (vph) 0 0 0 541 0 20 0 593 190 46 809 0 Heavy Vehicles (%) 0% 0% 0% 8% 8% 8% 6% 6% 6% 3% 3% 3% Turn Type Perm custom custom Perm Prot Protected Phases 3 6 5 2 Permitted Phases 3 4 4 6 Actuated Green, G (s) 19.7 19.7 24.8 24.8 3.2 32.5 Effective Green, g (s) 19.7 19.7 25.4 25.4 3.7 33.1 Actuated g/C Ratio 0.32 0.32 0.42 0.42 0.06 0.54 Clearance Time (s) 4.0 4.0 4.6 4.6 4.5 4.6 Vehicle Extension (s) 3.0 3.0 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 541 484 749 637 107 1004 v/s Ratio Prot 0.33 0.03 c0.44 v/s Ratio Perm c0.32 0.01 0.12 v/c Ratio 1.00 0.04 0.79 0.30 0.43 0.81 Uniform Delay, d1 20.6 14.1 15.4 11.8 27.5 11.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 38.7 0.0 8.4 1.2 2.0 4.7 Delay (s) 59.2 14.1 23.8 13.0 29.5 15.9 Level of Service E B C B C B Approach Delay (s) 0.0 56.8 19.1 16.6 Approach LOS A E B B Intersection Summary HCM Average Control Delay 27.0 HCM Level of Service C HCM Volume to Capacity ratio 0.88 Actuated Cycle Length (s) 60.8 Sum of lost time (s) 8.0 Intersection Capacity Utilization 77.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase Baseline PM Peak (with Crossroads) 31: SR 702 & SR 507 11/9/2006 M:\06\06247 Newman's Addition\LOS\Baseline PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 2 3 4 5 6 Movement SBT EBTL WBL SBL NBT Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None None Max Maximum Split (s) 36.4 10 23.6 10 26.4 Maximum Split (%) 52.0% 14.3% 33.7% 14.3% 37.7% Minimum Split (s) 22.6 9.6 20 8.5 27.6 Yellow Time (s) 3.6 3.5 3.5 3.5 3.6 All-Red Time (s) 1 1 0.5 1 1 Minimum Initial (s) 10 4 4 4 10 Vehicle Extension (s) 2.5 2.5 3 2.5 2.5 Minimum Gap (s) 3 3 3 3 3 Time Before Reduce (s) 6 6 0 6 6 Time To Reduce (s) 20 20 0 20 20 Walk Time (s) 5 6 Flash Dont Walk (s) 11 17 Dual Entry Yes Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Start Time (s) 0 36.4 46.4 0 10 End Time (s) 36.4 46.4 0 10 36.4 Yield/Force Off (s) 31.8 41.9 66 5.5 31.8 Yield/Force Off 170(s) 31.8 41.9 55 5.5 14.8 Local Start Time (s) 60 26.4 36.4 60 0 Local Yield (s) 21.8 31.9 56 65.5 21.8 Local Yield 170(s) 21.8 31.9 45 65.5 4.8 Intersection Summary Cycle Length 70 Control Type Semi Act-Uncoord Natural Cycle 120 Splits and Phases: 31: SR 702 & SR 507 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 1: Mud Run Rd SE & SR 510 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement WBL WBR NBT NBR SBL SBT Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 5 5 629 5 5 1020 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 5 5 662 5 5 1074 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1749 665 667 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1749 665 667 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 94 99 99 cM capacity (veh/h) 95 464 922 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 11 667 1079 Volume Left 5 0 5 Volume Right 5 5 0 cSH 158 1700 922 Volume to Capacity 0.07 0.39 0.01 Queue Length 95th (ft) 5 0 0 Control Delay (s) 29.5 0.0 0.2 Lane LOS D A Approach Delay (s) 29.5 0.0 0.2 Approach LOS D Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 67.7% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 2: 86th Ave SE & SR 510 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBR NBL NBT SBT SBR Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 0 0 5 634 1030 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 0 0 5 667 1084 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1765 1087 1089 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1765 1087 1089 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 99 cM capacity (veh/h) 93 265 637 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 0 673 1089 Volume Left 0 5 0 Volume Right 0 0 5 cSH 1700 637 1700 Volume to Capacity 0.00 0.01 0.64 Queue Length 95th (ft) 0 1 0 Control Delay (s) 0.0 0.2 0.0 Lane LOS A A Approach Delay (s) 0.0 0.2 0.0 Approach LOS A Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 57.8% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 3: 89th Ave SE & SR 510 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBR NBL NBT SBT SBR Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 0 5 0 634 940 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 0 5 0 697 1033 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1730 1033 1033 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1730 1033 1033 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 98 100 cM capacity (veh/h) 98 285 673 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 5 697 1033 Volume Left 0 0 0 Volume Right 5 0 0 cSH 285 673 1700 Volume to Capacity 0.02 0.00 0.61 Queue Length 95th (ft) 1 0 0 Control Delay (s) 17.9 0.0 0.0 Lane LOS C Approach Delay (s) 17.9 0.0 0.0 Approach LOS C Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 59.5% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 4: Yelm Ave & Burnett Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 35 900 624 15 20 15 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 39 1000 693 17 22 17 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 710 1779 702 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 710 1779 702 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 96 74 96 cM capacity (veh/h) 885 85 435 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 1039 710 39 Volume Left 39 0 22 Volume Right 0 17 17 cSH 885 1700 130 Volume to Capacity 0.04 0.42 0.30 Queue Length 95th (ft) 3 0 29 Control Delay (s) 1.3 0.0 44.0 Lane LOS A E Approach Delay (s) 1.3 0.0 44.0 Approach LOS E Intersection Summary Average Delay 1.7 Intersection Capacity Utilization 85.7% ICU Level of Service E Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 5: Yelm Ave & 93rd Ave SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 910 15 35 634 10 60 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 1000 16 38 697 11 66 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1016 1782 1008 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1016 1782 1008 tC, single (s) 4.1 6.5 6.3 tC, 2 stage (s) tF (s) 2.2 3.6 3.4 p0 queue free % 94 87 77 cM capacity (veh/h) 675 82 285 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 1016 735 77 Volume Left 0 38 11 Volume Right 16 0 66 cSH 1700 675 211 Volume to Capacity 0.60 0.06 0.36 Queue Length 95th (ft) 0 5 39 Control Delay (s) 0.0 1.5 31.5 Lane LOS A D Approach Delay (s) 0.0 1.5 31.5 Approach LOS D Intersection Summary Average Delay 1.9 Intersection Capacity Utilization 72.9% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 6: Yelm Ave & Mountain View Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 10 975 0 0 679 30 0 0 0 30 0 5 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 Hourly flow rate (vph) 10 1016 0 0 707 31 0 0 0 31 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 739 1016 1765 1775 1016 1759 1759 723 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 739 1016 1765 1775 1016 1759 1759 723 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.2 6.6 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 100 100 100 51 100 99 cM capacity (veh/h) 859 675 65 83 292 64 82 421 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total 1026 739 0 0 36 Volume Left 10 0 0 0 31 Volume Right 0 31 0 0 5 cSH 859 675 1700 1700 73 Volume to Capacity 0.01 0.00 0.00 0.00 0.50 Queue Length 95th (ft) 1 0 0 0 51 Control Delay (s) 0.4 0.0 0.0 0.0 95.5 Lane LOS A A A F Approach Delay (s) 0.4 0.0 0.0 95.5 Approach LOS A F Intersection Summary Average Delay 2.1 Intersection Capacity Utilization 69.3% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 7: Yelm Ave & Killion St SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 5 1130 704 10 15 5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 5 1215 757 11 16 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 768 1988 762 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 768 1988 762 tC, single (s) 4.1 6.6 6.4 tC, 2 stage (s) tF (s) 2.2 3.7 3.5 p0 queue free % 99 73 99 cM capacity (veh/h) 837 59 376 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 1220 768 22 Volume Left 5 0 16 Volume Right 0 11 5 cSH 837 1700 75 Volume to Capacity 0.01 0.45 0.29 Queue Length 95th (ft) 0 0 26 Control Delay (s) 0.3 0.0 71.5 Lane LOS A F Approach Delay (s) 0.3 0.0 71.5 Approach LOS F Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 73.4% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 8: Yelm Ave & Cullens St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 60 1120 15 20 704 40 5 5 15 30 5 40 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 65 1204 16 22 757 43 5 5 16 32 5 43 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 800 1220 2209 2184 1212 2182 2171 778 778 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 800 1220 2209 2184 1212 2182 2171 778 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.2 6.6 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 92 96 77 87 93 0 87 89 cM capacity (veh/h) 814 568 23 41 224 25 41 391 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1285 822 27 81 Volume Left 65 22 5 32 Volume Right 16 43 16 43 cSH 814 568 62 52 Volume to Capacity 0.08 0.04 0.43 1.55 Queue Length 95th (ft) 6 3 41 189 Control Delay (s) 3.1 1.1 101.1 447.8 Lane LOS A A F F Approach Delay (s) 3.1 1.1 101.1 447.8 Approach LOS F F Intersection Summary Average Delay 19.8 Intersection Capacity Utilization 102.7% ICU Level of Service G Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 9: Yelm Ave & Longmire St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 1080 80 130 689 15 80 0 150 10 5 5 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 5 1149 85 138 733 16 85 0 160 11 5 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 749 1234 2228 2228 1191 2379 2262 741 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 749 1234 2228 2228 1191 2379 2262 741 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 75 0 100 31 0 83 99 cM capacity (veh/h) 855 561 22 33 230 6 31 420 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1239 887 245 21 Volume Left 5 138 85 11 Volume Right 85 16 160 5 cSH 855 561 53 11 Volume to Capacity 0.01 0.25 4.63 1.96 Queue Length 95th (ft) 0 24 Err 89 Control Delay (s) 0.2 7.1 Err 1134.1 Lane LOS A A F F Approach Delay (s) 0.2 7.1 Err 1134.1 Approach LOS F F Intersection Summary Average Delay 1035.4 Intersection Capacity Utilization 131.7% ICU Level of Service H Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 10: Yelm Ave & Solberg St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 40 1020 120 35 794 50 10 5 20 15 0 20 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 Hourly flow rate rate (vph) 42 1074 126 37 836 53 11 5 21 16 0 21 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 888 1200 2152 2183 1137 2117 2220 862 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 888 1200 2152 2183 1137 2117 2220 862 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 95 94 65 87 92 44 100 94 cM capacity (veh/h) 767 582 30 41 248 28 39 358 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total 42 1200 37 888 37 37 Volume Left 42 0 37 0 11 16 Volume Right 0 126 0 53 21 21 cSH 767 1700 582 1700 66 59 Volume to Capacity 0.05 0.71 0.06 0.52 0.56 0.62 Queue Length 95th (ft) 4 0 5 0 58 64 Control Delay (s) 10.0 0.0 11.6 0.0 114.6 135.8 Lane LOS A B F F Approach Delay (s) 0.3 0.5 114.6 135.8 Approach LOS F F Intersection Summary Average Delay 4.5 Intersection Capacity Utilization 71.0% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 11: Yelm Ave & Rice St SW 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 1045 10 20 884 5 10 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 1100 11 21 931 5 11 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 1196 pX, platoon unblocked 0.94 vC, conflicting volume 1111 2078 1105 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1111 2143 1105 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 97 89 96 cM capacity (veh/h) 629 49 259 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 1111 952 16 Volume Left 0 21 5 Volume Right 11 0 11 cSH 1700 629 107 Volume to Capacity 0.65 0.03 0.15 Queue Length 95th (ft) 0 3 12 Control Delay (s) 0.0 1.0 44.3 Lane LOS A E Approach Delay (s) 0.0 1.0 44.3 Approach LOS E Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 72.6% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 12: Yelm Ave & Edwards St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 50 1025 15 10 769 61 5 5 11 41 10 50 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 52 1057 15 10 793 63 5 5 11 42 10 52 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 731 pX, platoon unblocked 0.76 0.76 0.76 0.76 0.76 0.76 vC, conflicting volume 856 1072 2069 2044 1064 2026 2020 824 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 811 1072 2400 2367 1064 2344 2336 770 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 92 98 46 79 96 0 60 83 cM capacity (veh/h) 619 643 9 24 273 15 26 308 Direction, Lane # EB 1 WB 1 NB 1 SB 1 SB 2 Volume Total 1124 866 22 42 62 Volume Left 52 10 5 42 0 Volume Right 15 63 11 0 52 cSH 619 643 27 15 109 Volume to Capacity 0.08 0.02 0.79 2.90 0.57 Queue Length 95th (ft) 7 1 63 152 68 Control Delay (s) 3.0 0.5 313.3 1387.5 75.0 Lane LOS A A F F F Approach Delay (s) 3.0 0.5 313.3 607.8 Approach LOS F F Intersection Summary Average Delay 34.9 Intersection Capacity Utilization 99.4% ICU Level of Service F Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 13: Yelm Ave & SW Railroad Ave 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 1057 5 5 1115 15 5 0 20 10 5 5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 5 1137 5 5 1199 16 5 0 22 11 5 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 357 pX, platoon unblocked 0.57 0.57 0.57 0.57 0.57 0.57 vC, conflicting volume 1215 1142 2376 2376 1139 2389 2370 1207 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1376 1142 3403 3403 1139 3426 3393 1362 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 3.5 4.0 3.3 p0 queue free % 98 99 0 100 91 0 0 95 cM capacity (veh/h) 282 608 0 4 247 2 4 105 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1147 1220 27 22 Volume Left 5 5 5 11 Volume Right 5 16 22 5 cSH 282 608 0 3 Volume to Capacity 0.02 0.01 Err 6.41 Queue Length 95th (ft) 1 1 Err Err Control Delay (s) 1.1 0.4 Err Err Lane LOS A A F F Approach Delay (s) 1.1 0.4 Err Err Approach LOS F F Intersection Summary Average Delay Err Intersection Capacity Utilization 73.1% ICU Level of Service D Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 14: Yelm Ave & First St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.90 1.00 0.91 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1736 1827 1553 1719 1790 1703 1611 1752 1671 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.17 1.00 0.20 1.00 Satd. Flow (perm) 1736 1827 1553 1719 1790 306 1611 362 1671 Volume (vph) 245 787 85 223 605 47 155 120 251 53 100 170 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 263 846 91 240 651 51 167 129 270 57 108 183 RTOR Reduction (vph) 0 0 21 0 3 0 0 65 0 0 55 0 Lane Group Flow (vph) 263 846 70 240 699 0 167 334 0 57 236 0 Heavy Vehicles (%) 4% 4% 4% 5% 5% 5% 6% 6% 6% 3% 3% 3% Parking (#/hr) 5 Turn Type Prot Perm Prot pm+pt pm+pt Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 4 8 Actuated Green, G (s) 12.5 47.6 47.6 14.5 49.6 33.8 23.8 26.0 19.9 Effective Green, g (s) 13.0 48.1 48.1 15.0 50.1 34.8 24.3 27.0 20.4 Actuated g/C Ratio 0.12 0.44 0.44 0.14 0.46 0.32 0.22 0.25 0.19 Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Vehicle Extension (s) 2.0 2.8 2.8 2.0 2.8 2.0 2.8 2.0 2.8 Lane Grp Cap (vph) 205 799 679 234 815 230 356 172 310 v/s Ratio Prot c0.15 c0.46 0.14 0.39 c0.07 c0.21 0.02 0.14 v/s Ratio Perm 0.05 0.16 0.06 v/c Ratio 1.28 1.06 0.10 1.03 0.86 0.73 0.94 0.33 0.76 Uniform Delay, d1 48.5 31.0 18.2 47.5 26.8 30.1 42.1 33.6 42.5 Progression Factor 1.00 1.00 1.00 1.03 0.77 1.00 1.00 1.00 1.00 Incremental Delay, d2 159.2 48.6 0.3 55.6 8.2 9.3 32.0 0.4 10.4 Delay (s) 207.7 79.5 18.5 104.5 28.8 39.4 74.1 34.1 52.9 Level of Service F E B F C D E C D Approach Delay (s) 103.0 48.1 63.8 49.8 Approach LOS F D E D Intersection Summary HCM Average Control Delay 72.8 HCM Level of Service E HCM Volume to Capacity ratio 1.03 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 93.0% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase With-Project PM Peak (without Crossroads) 14: Yelm Ave & First St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 3 4 5 6 7 8 Movement WBL EBT SBL NBTL EBL WBT NBL SBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 19 53 15 23 17 55 15 23 Maximum Split (%) 17.3% 48.2% 13.6% 20.9% 15.5% 50.0% 13.6% 20.9% Minimum Split (s) 10 19.5 10 21.5 10 19.5 10 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 10 5 5 5 10 5 5 Vehicle Extension (s) 2 2.8 2 2.8 2 2.8 2 2.8 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 6 6 6 6 6 6 6 6 Time To Reduce (s) 20 20 20 20 20 20 20 20 Walk Time (s) 5 7 5 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes No Yes No Yes No No Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Start Time (s) 46 65 8 23 46 63 8 23 End Time (s) 65 8 23 46 63 8 23 46 Yield/Force Off (s) 60.5 3.5 18.5 41.5 58.5 3.5 18.5 41.5 Yield/Force Off 170(s) 60.5 103.5 18.5 31.5 58.5 103.5 18.5 31.5 Local Start Time (s) 91 0 53 68 91 108 53 68 Local Yield (s) 105.5 48.5 63.5 86.5 103.5 48.5 63.5 86.5 Local Yield 170(s) 105.5 38.5 63.5 76.5 103.5 38.5 63.5 76.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 120 Offset: 65 (59%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 14: Yelm Ave & First St HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 15: Yelm Ave & Second St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 1026 10 6 1040 5 15 0 41 6 0 5 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 Hourly flow rate (vph) 5 1069 10 6 1083 5 16 0 43 6 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 294 pX, platoon unblocked 0.57 0.57 0.57 0.57 0.57 0.57 vC, conflicting volume 1089 1079 2188 2185 1074 2226 2188 1086 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1089 1139 3085 3080 1130 3150 3085 1086 tC, single (s) 4.2 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.3 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 98 0 100 70 0 100 98 cM capacity (veh/h) 626 345 4 7 143 3 7 265 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1084 1095 58 11 Volume Left 5 6 16 6 Volume Right 10 5 43 5 cSH 626 345 14 5 Volume to Capacity 0.01 0.02 4.15 2.43 Queue Length 95th (ft) 1 1 Err 63 Control Delay (s) 0.3 0.9 Err 2061.8 Lane LOS A A F F Approach Delay (s) 0.3 0.9 Err 2061.8 Approach LOS F F Intersection Summary Average Delay 270.4 Intersection Capacity Utilization 69.4% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 16: Yelm Ave & Third St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 1063 15 75 1051 5 5 0 105 5 0 5 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 Hourly flow rate (vph) 5 1107 16 78 1095 5 5 0 109 5 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 781 1132 pX, platoon unblocked 0.27 0.58 0.48 0.48 0.58 0.48 0.48 0.27 vC, conflicting volume 1100 1123 2384 2382 1115 2489 2387 1097 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1365 1211 2571 2565 1198 2787 2576 1355 tC, single (s) 4.2 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.3 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 96 76 13 100 17 0 100 90 cM capacity (veh/h) 135 332 6 9 132 1 9 51 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1128 1178 115 10 Volume Left 5 78 5 5 Volume Right 16 5 109 5 cSH 135 332 68 2 Volume to Capacity 0.04 0.24 1.69 6.45 Queue Length 95th (ft) 3 22 253 Err Control Delay (s) 3.9 13.2 468.1 Err Lane LOS A B F F Approach Delay (s) 3.9 13.2 468.1 Err Approach LOS F F Intersection Summary Average Delay 73.1 Intersection Capacity Utilization 123.7% ICU Level of Service H Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 17: Yelm Ave & Fourth St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 10 1168 5 10 1121 10 5 0 10 5 0 5 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Hourly flow rate (vph) 10 1192 5 10 1144 10 5 0 10 5 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) 1218 695 pX, platoon unblocked 0.24 0.60 0.44 0.44 0.60 0.44 0.44 0.24 vC, conflicting volume 1154 1197 2384 2389 1194 2392 2387 1149 vC1, stage 1 conf vol 1215 1215 1169 1169 vC2, stage 2 conf vol 1169 1174 1222 1217 vCu, unblocked vol 1651 1330 2776 2787 1326 2793 2781 1630 tC, single (s) 4.1 4.2 7.1 6.5 6.2 7.2 6.6 6.3 tC, 2 stage (s) 6.1 5.5 6.2 5.6 tF (s) 2.2 2.3 3.5 4.0 3.3 3.6 4.1 3.4 p0 queue free % 89 97 49 100 91 72 100 82 cM capacity (veh/h) 91 302 10 19 115 18 24 28 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total 10 1197 10 1154 15 10 Volume Left 10 0 10 0 5 5 Volume Right 0 5 0 10 10 5 cSH 91 1700 302 1700 25 22 Volume to Capacity 0.11 0.70 0.03 0.68 0.60 0.46 Queue Length 95th (ft) 9 0 3 0 46 34 Control Delay (s) 49.7 0.0 17.3 0.0 272.8 266.5 Lane LOS E C F F Approach Delay (s) 0.4 0.2 272.8 266.5 Approach LOS F F Intersection Summary Average Delay 3.2 Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 18: Yelm Ave & Prairie Park 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 1.00 0.86 1.00 0.87 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1736 1822 1752 1839 1787 1619 1805 1661 Flt Permitted 0.14 1.00 0.12 1.00 0.74 1.00 0.68 1.00 Satd. Flow (perm) 261 1822 229 1839 1386 1619 1286 1661 Volume (vph) 25 1138 20 75 1116 25 25 5 65 25 5 25 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 26 1173 21 77 1151 26 26 5 67 26 5 26 RTOR Reduction (vph) 0 0 0 0 0 0 0 63 0 0 24 0 Lane Group Flow Flow (vph) 26 1194 0 77 1177 0 26 9 0 26 7 0 Heavy Vehicles (%) 4% 4% 4% 3% 3% 3% 1% 1% 1% 0% 0% 0% Turn Type pm+pt pm+pt Perm Perm Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 4 8 Actuated Green, G (s) 89.3 85.7 92.0 86.8 6.1 6.1 6.1 6.1 Effective Green, g (s) 90.3 86.2 92.5 87.3 6.6 6.6 6.6 6.6 Actuated g/C Ratio 0.82 0.78 0.84 0.79 0.06 0.06 0.06 0.06 Clearance Time (s) 4.5 4.5 4.0 4.5 4.5 4.5 4.5 4.5 Vehicle Extension (s) 2.5 2.8 2.5 2.8 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 269 1428 265 1459 83 97 77 100 v/s Ratio Prot 0.00 c0.66 c0.01 0.64 0.01 0.00 v/s Ratio Perm 0.08 0.23 0.02 c0.02 v/c Ratio 0.10 0.84 0.29 0.81 0.31 0.09 0.34 0.07 Uniform Delay, d1 8.7 7.5 12.0 6.5 49.5 48.9 49.6 48.8 Progression Factor 0.94 0.70 2.11 0.91 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 3.3 0.4 4.1 1.6 0.3 1.9 0.2 Delay (s) 8.2 8.5 25.7 10.0 51.1 49.2 51.5 49.0 Level of Service A A C A D D D D Approach Delay (s) 8.5 10.9 49.7 50.1 Approach LOS A B D D Intersection Summary HCM Average Control Delay 12.1 HCM Level of of Service B HCM Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 77.0% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase With-Project PM Peak (without Crossroads) 18: Yelm Ave & Prairie Park 11/9/2006 M:\06\06247 Newman's Addition\LOS\With- roject PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 4 5 6 8 Movement EBL WBTL NBTL WBL EBTL SBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s) 15 70 25 15 70 25 Maximum Split (%) 13.6% 63.6% 22.7% 13.6% 63.6% 22.7% Minimum Split (s) 10.5 30.5 10.5 10 30.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1 1 1 0.5 1 1 Minimum Initial (s) 6 10 6 6 10 6 Vehicle Extension (s) 2.5 2.8 2.5 2.5 2.8 2.5 Minimum Gap (s) 0.2 3 3 0.2 3 3 Time Before Reduce (s) 0 6 6 0 6 6 Time To Reduce (s) 0 20 20 0 20 20 Walk Time (s) 6 6 6 Flash Flash Dont Walk (s) 12 20 12 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 101 6 76 101 6 76 End Time (s) 6 76 101 6 76 101 Yield/Force Off (s) 1.5 71.5 96.5 2 71.5 96.5 Yield/Force Off 170(s) 1.5 59.5 96.5 2 51.5 84.5 Local Start Time (s) 95 0 70 95 0 70 Local Yield (s) 105.5 65.5 90.5 106 65.5 90.5 Local Yield 170(s) 105.5 53.5 90.5 106 45.5 78.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 6 (5%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Splits and Phases: 18: Yelm Ave & Prairie Park HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 19: Yelm Ave & 103rd Ave SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 75 1148 5 5 936 20 5 0 5 5 0 45 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 77 1184 5 5 965 21 5 0 5 5 0 46 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 1 Upstream signal (ft) 460 1132 pX, platoon unblocked 0.62 0.24 0.43 0.43 0.24 0.43 0.43 0.62 vC, conflicting volume 986 1189 2373 2337 1186 2329 2329 975 vC1, stage 1 conf vol 986 986 vC2, stage 2 conf vol 1343 1343 vCu, unblocked vol 977 1790 2862 2778 1780 2760 2760 960 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 82 94 0 100 79 0 100 76 cM capacity (veh/h) 432 82 3 6 25 4 6 192 Direction, Lane # EB 1 EB 2 WB 1 NB 1 SB 1 SB 2 Volume Total 77 1189 991 10 5 46 Volume Left 77 0 5 5 5 0 Volume Right 0 5 21 5 0 46 cSH 432 1700 82 5 4 192 Volume to Capacity 0.18 0.70 0.06 1.99 1.46 0.24 Queue Length 95th (ft) 16 0 5 58 37 23 Control Delay (s) 15.1 0.0 8.0 1742.7 1958.0 29.6 Lane LOS C A F F D Approach Delay (s) 0.9 8.0 1742.7 222.4 Approach LOS F F Intersection Summary Average Delay 16.6 Intersection Capacity Utilization 72.5% ICU Level of Service C Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 20: Yelm Ave & Vancil Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1736 1827 1553 1703 1792 1524 1752 1845 1568 1805 1768 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.58 1.00 1.00 0.72 1.00 Satd. Flow (perm) 1736 1827 1553 1703 1792 1524 1071 1845 1568 1375 1768 Volume (vph) 55 923 150 50 831 40 175 50 80 100 70 60 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 56 942 153 51 848 41 179 51 82 102 71 61 RTOR Reduction (vph) 0 0 18 0 0 9 0 0 66 0 30 0 Lane Group Flow (vph) 56 942 135 51 848 32 179 51 16 102 102 0 Heavy Vehicles (%) 4% 4% 4% 6% 6% 6% 3% 3% 3% 0% 0% 0% Turn Type Prot custom Prot custom Perm Perm Perm Protected Phases 1 6 5 2 4 8 Permitted Phases 2 6 4 4 8 Actuated Green, G (s) 7.3 68.2 67.8 6.9 67.8 68.2 20.5 20.5 20.5 21.2 21.2 Effective Green, g (s) 7.8 68.8 68.4 7.4 68.4 68.8 21.8 21.8 21.8 21.8 21.8 Actuated g/C Ratio 0.07 0.63 0.62 0.07 0.62 0.63 0.20 0.20 0.20 0.20 0.20 Clearance Time (s) 4.5 4.6 4.6 4.5 4.6 4.6 5.3 5.3 5.3 4.6 4.6 Vehicle Extension (s) 2.5 2.8 2.8 2.5 2.8 2.8 2.5 2.5 2.5 2.8 2.8 Lane Grp Cap (vph) 123 1143 966 115 1114 953 212 366 311 273 350 v/s Ratio Prot c0.03 c0.52 0.03 0.47 0.03 0.06 v/s Ratio Perm 0.09 0.02 c0.17 0.01 0.07 v/c Ratio 0.46 0.82 0.14 0.44 0.76 0.03 0.84 0.14 0.05 0.37 0.29 Uniform Delay, d1 49.1 15.9 8.6 49.3 14.9 7.9 42.5 36.4 35.7 38.2 37.5 Progression Factor 1.17 0.58 0.32 1.16 1.11 0.71 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.2 4.3 0.2 0.9 2.3 0.0 24.9 0.1 0.1 0.8 0.4 Delay (s) 58.6 13.6 2.9 58.2 18.8 5.7 67.3 36.5 35.8 39.0 38.0 Level of Service E B A E B A E D D D D Approach Delay (s) 14.3 20.4 54.0 38.4 Approach LOS B C D D Intersection Summary HCM Average Control Delay 23.3 HCM Level of Service C HCM Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 75.6% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase With-Project PM Peak (without Crossroads) 20: Yelm Ave & Vancil Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 4 5 6 8 Movement EBL WBT NBTL WBL EBT SBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s) 17 63 30 17 63 30 Maximum Split (%) 15.5% 57.3% 27.3% 15.5% 57.3% 27.3% Minimum Split (s) 8.5 21.6 9.3 8.5 21.6 23.8 Yellow Time (s) 3.5 3.6 3.8 3.5 3.6 3.6 All-Red Time (s) 1 1 1.5 1 1 1 Minimum Initial (s) 4 10 4 4 10 4 Vehicle Extension (s) 2.5 2.8 2.5 2.5 2.8 2.8 Minimum Gap (s) 3 3 3 3 3 3 Time Before Reduce (s) 6 6 6 6 6 6 Time To Reduce (s) 20 20 20 20 20 20 Walk Time (s) 6 6 6 Flash Dont Walk (s) 11 11 13 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 36 53 6 36 53 6 End Time (s) 53 6 36 53 6 36 Yield/Force Off (s) 48.5 1.4 30.7 48.5 1.4 31.4 Yield/Force Off 170(170(s) 48.5 100.4 30.7 48.5 100.4 18.4 Local Start Time (s) 93 0 63 93 0 63 Local Yield (s) 105.5 58.4 87.7 105.5 58.4 88.4 Local Yield 170(s) 105.5 47.4 87.7 105.5 47.4 75.4 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 53 (48%), Referenced to phase 2:WBT and 6:EBT, Start of Green Splits and Phases: 20: Yelm Ave & Vancil Rd SE HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 21: Yelm Ave & Plaza Dr NE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 45 1018 45 125 891 30 10 10 160 10 5 45 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 46 1049 46 129 919 31 10 10 165 10 5 46 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn turn flare (veh) Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) 737 969 pX, platoon unblocked 0.57 0.55 0.77 0.77 0.55 0.77 0.77 0.57 vC, conflicting volume 949 1096 2368 2349 1049 2489 2365 919 vC1, stage 1 conf vol 1142 1142 1176 1176 vC2, stage 2 conf vol 1225 1207 1312 1189 vCu, unblocked vol 912 1174 1947 1923 1090 2105 1943 858 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 89 60 35 59 0 0 81 77 cM capacity (veh/h) 420 325 16 25 144 0 27 206 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1 SB 2 Volume Total 46 1049 46 129 919 31 186 10 52 Volume Left 46 0 0 129 0 0 10 10 0 Volume Right 0 0 46 0 0 31 165 0 46 cSH 420 1700 1700 325 1700 1700 84 0 124 Volume to Capacity 0.11 0.62 0.03 0.40 0.54 0.02 2.21 Err 0.42 Queue Length 95th (ft) 9 0 0 46 0 0 421 Err 45 Control Delay (s) 14.6 0.0 0.0 23.2 0.0 0.0 660.6 Err 53.4 Lane LOS B C F F F Approach Delay (s) 0.6 2.8 660.6 Err Approach LOS F F F Intersection Summary Average Delay Err Intersection Capacity Utilization 88.1% ICU Level of Service E Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 22: Yelm Ave & Creek St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93 1.00 0.96 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1719 1810 1538 1736 1820 1547 1736 1707 1736 1740 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.63 1.00 0.18 1.00 Satd. Flow (perm) 1719 1810 1538 1736 1820 1547 1159 1707 332 1740 Volume (vph) 50 718 385 115 676 55 245 90 70 95 135 55 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 52 740 397 119 697 57 253 93 72 72 98 139 57 RTOR Reduction (vph) 0 0 87 0 0 11 0 26 0 0 14 0 Lane Group Flow (vph) 52 740 310 119 697 46 253 140 0 98 182 0 Heavy Vehicles (%) 5% 5% 5% 4% 4% 4% 4% 4% 4% 4% 4% 4% Bus Blockages (#/hr) 0 0 0 0 1 1 0 0 0 0 1 1 Turn Type Prot Perm Prot Perm Perm Perm Protected Phases 1 6 5 2 4 3 Permitted Phases 6 2 4 3 Actuated Green, G (s) 6.9 36.0 36.0 9.9 39.0 39.0 24.1 24.1 21.5 21.5 Effective Green, g (s) 7.4 36.6 36.6 10.4 39.6 39.6 25.0 25.0 22.0 22.0 Actuated g/C Ratio 0.07 0.33 0.33 0.09 0.36 0.36 0.23 0.23 0.20 0.20 Clearance Time (s) 4.5 4.6 4.6 4.5 4.6 4.6 4.9 4.9 4.5 4.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 116 602 512 164 655 557 263 388 66 348 v/s Ratio Prot 0.03 c0.41 c0.07 c0.38 0.08 0.10 v/s Ratio Perm 0.20 0.03 c0.22 c0.30 v/c Ratio 0.45 1.23 0.61 0.73 1.06 0.08 0.96 0.36 1.48 0.52 Uniform Delay, d1 49.3 36.7 30.7 48.4 35.2 23.2 42.0 35.8 44.0 39.3 Progression Factor 1.11 0.77 0.58 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.6 114.5 114.5 4.2 13.9 53.5 0.3 46.5 2.6 282.7 1.1 Delay (s) 56.2 142.9 21.8 62.3 88.7 23.5 88.6 38.3 326.7 40.4 Level of Service E F C E F C F D F D Approach Delay (s) 98.7 80.8 68.7 135.8 Approach LOS F F E F Intersection Summary HCM Average Control Delay 92.5 HCM Level of Service F HCM Volume to Capacity ratio 1.20 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 81.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase With-Project PM Peak (without Crossroads) 22: Yelm Ave & Creek St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 3 4 5 6 Movement EBL WBT SBTL NBTL WBL EBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max Maximum Split (s) 15 40 26 29 15 40 Maximum Split (%) 13.6% 36.4% 23.6% 26.4% 13.6% 36.4% Minimum Split (s) 10.5 27.6 10.5 26.9 10.5 27.6 Yellow Time (s) 3.5 3.6 3.5 3.9 3.5 3.6 All-Red Time (s) 1 1 1 1 1 1 Minimum Initial (s) 6 6 6 6 6 6 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 Minimum Gap (s) 3 3 3 3 3 3 Time Before Reduce (s) 6 6 6 6 6 6 Time To Reduce (s) 20 20 20 20 20 20 Walk Time (s) 5 5 5 Flash Dont Walk (s) 18 17 18 Dual Entry No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 95 0 40 66 95 0 End Time (s) 0 40 66 95 0 40 Yield/Force Off (s) 105.5 35.4 61.5 90.1 105.5 35.4 Yield/Force Off 170(s) 105.5 17.4 61.5 73.1 105.5 17.4 Local Start Time (s) 95 0 40 66 95 0 Local Yield (s) 105.5 35.4 61.5 90.1 105.5 35.4 Local Yield 170(s) 105.5 17.4 61.5 73.1 105.5 17.4 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green, Master Intersection Splits and Phases: 22: Yelm Ave & Creek St HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 24: Yelm Ave & Grove Rd 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 10 908 951 90 20 10 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 10 936 980 93 21 10 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 1064 pX, platoon unblocked 0.46 0.46 0.46 vC, conflicting volume 1073 1984 1027 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1158 3118 1058 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 96 0 92 cM capacity (veh/h) 275 6 127 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 946 1073 31 Volume Left 10 0 21 Volume Right 0 93 10 cSH 275 1700 8 Volume to Capacity 0.04 0.63 3.71 Queue Length 95th (ft) 3 0 Err Control Delay (s) 1.7 0.0 Err Lane LOS A F Approach Delay (s) 1.7 0.0 Err Approach LOS F Intersection Summary Average Delay 151.6 Intersection Capacity Utilization 65.8% ICU Level of Service C Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 25: Yelm Ave & SR 510 Loop Road 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1863 1583 1770 1583 Flt Permitted 0.13 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 241 1863 1863 1583 1770 1583 Volume (vph) 188 725 855 97 193 106 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 204 788 788 929 105 210 115 RTOR Reduction (vph) 0 0 0 41 0 83 Lane Group Flow (vph) 204 788 929 64 210 32 Turn Type Perm Perm Perm Protected Phases 4 8 6 Permitted Phases 4 8 6 Actuated Green, G (s) 42.4 42.4 42.4 42.4 19.5 19.5 Effective Green, g (s) 42.4 42.4 42.4 42.4 19.5 19.5 Actuated g/C Ratio 0.61 0.61 0.61 0.61 0.28 0.28 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 146 1130 1130 960 494 442 v/s Ratio Prot 0.42 0.50 c0.12 v/s Ratio Perm c0.84 0.04 0.02 v/c Ratio 1.40 0.70 0.82 0.07 0.43 0.07 Uniform Delay, d1 13.8 9.4 10.8 5.6 20.6 18.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 214.8 1.9 4.9 0.0 2.7 0.3 Delay (s) 228.6 11.3 15.7 5.7 23.3 18.9 Level of Service F B B A C B Approach Delay (s) 56.0 14.7 21.7 Approach LOS E B C Intersection Summary HCM Average Control Delay 33.1 HCM Level of Service C HCM Volume to Capacity ratio 1.09 Actuated Cycle Length (s) 69.9 Sum of lost time (s) 8.0 Intersection Capacity Utilization 76.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase With-Project PM Peak (without Crossroads) 25: Yelm Ave & SR 510 Loop Road 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 4 6 8 Movement EBTL SBL WBT Lead/Lag Lead-Lag Optimize Recall Mode None Max None Maximum Split (s) 68 22 68 Maximum Split (%) 75.6% 24.4% 75.6% Minimum Split (s) 20 20 20 Yellow Time (s) 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 Minimum Initial (s) 4 4 4 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) 5 5 5 Flash Dont Walk (s) 11 11 11 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 22 0 22 End Time (s) 0 22 0 Yield/Force Off (s) 86 18 86 Yield/Force Off 170(s) 75 7 75 Local Start Time (s) 22 0 22 Local Yield (s) 86 18 86 Local Yield 170(s) 75 7 75 Intersection Summary Cycle Length 90 Control Type Actuated-Uncoordinat d Natural Cycle 80 Splits and Phases: 25: Yelm Ave & SR 510 Loop Road HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 29: Yelm Ave & Old McKenna Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 5 918 1052 35 5 5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 5 946 1085 36 5 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 921 pX, platoon unblocked 0.67 vC, conflicting volume 1121 2059 1103 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1121 2576 1103 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 73 98 cM capacity (veh/h) 620 19 260 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 952 1121 10 Volume Left 5 0 5 Volume Right 0 36 5 cSH 620 1700 36 Volume to Capacity 0.01 0.66 0.29 Queue Length 95th (ft) 1 0 23 Control Delay (s) 0.3 0.0 142.3 Lane LOS A F Approach Delay (s) 0.3 0.0 142.3 Approach LOS F Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 67.5% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 30: SR 507 & Vail Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 898 70 285 1047 40 160 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Hourly flow rate (vph) 935 73 297 1091 42 167 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 935 2620 935 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 935 2620 935 tC, single (s) 4.1 6.5 6.3 tC, 2 stage (s) tF (s) 2.2 3.6 3.4 p0 queue free % 59 0 47 cM capacity (veh/h) 732 15 316 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 935 73 297 1091 208 Volume Left 0 0 297 0 42 Volume Right 0 73 0 0 167 cSH 1700 1700 732 1700 64 Volume to Capacity 0.55 0.04 0.41 0.64 3.25 Queue Length 95th (ft) 0 0 49 0 Err Control Delay (s) 0.0 0.0 13.2 0.0 Err Lane LOS B F Approach Delay (s) 0.0 2.8 Err Approach LOS F Intersection Summary Average Delay 801.4 Intersection Capacity Utilization 85.1% ICU Level of Service E Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 31: SR 702 & SR 507 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1671 1495 1792 1524 1752 1845 Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1671 1495 1792 1524 1752 1845 Volume (vph) 0 0 0 481 481 0 30 0 532 386 45 751 0 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 0 0 496 0 31 0 548 398 46 774 0 RTOR Reduction (vph) 0 0 0 0 0 13 0 0 236 0 0 0 Lane Group Flow (vph) 0 0 0 496 0 18 0 548 162 46 774 0 Heavy Vehicles (%) 0% 0% 0% 8% 8% 8% 6% 6% 6% 3% 3% 3% Turn Type Perm custom custom Perm Prot Protected Phases 3 6 5 2 Permitted Phases 3 4 4 6 Actuated Green, G (s) 19.7 19.7 23.7 23.7 3.1 31.3 Effective Green, g (s) 19.7 19.7 24.3 24.3 3.6 31.9 Actuated g/C Ratio 0.33 0.33 0.41 0.41 0.06 0.54 Clearance Time (s) 4.0 4.0 4.6 4.6 4.5 4.6 Vehicle Extension (s) 3.0 3.0 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 552 494 731 621 106 988 v/s Ratio Prot 0.31 0.03 c0.42 v/s Ratio Perm c0.30 0.01 0.11 v/c Ratio 0.90 0.04 0.75 0.26 0.43 0.78 Uniform Delay, d1 19.0 13.5 15.1 11.7 27.0 11.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 17.3 0.0 6.9 1.0 2.1 4.0 Delay (s) 36.3 13.6 22.0 12.7 29.1 15.1 Level of Service D B C B C B Approach Delay ((s) 0.0 34.9 18.1 15.8 Approach LOS A C B B Intersection Summary HCM Average Control Delay 21.2 HCM Level of Service C HCM Volume to Capacity ratio 0.83 Actuated Cycle Length (s) 59.6 Sum of lost time (s) 8.0 Intersection Capacity Utilization 72.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase With-Project PM Peak (without Crossroads) 31: SR 702 & SR 507 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 2 3 4 5 6 Movement SBT EBTL WBL SBL NBT Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None None Max Maximum Split (s) 36.4 10 23.6 10 26.4 Maximum Split (%) 52.0% 14.3% 33.7% 14.3% 37.7% Minimum Split (s) 22.6 9.6 20 8.5 27.6 Yellow Time (s) 3.6 3.5 3.5 3.5 3.6 All-Red Time (s) 1 1 0.5 1 1 Minimum Initial (s) 10 4 4 4 10 Vehicle Extension (s) 2.5 2.5 3 2.5 2.5 Minimum Gap (s) 3 3 3 3 3 Time Before Reduce (s) 6 6 0 6 6 Time To Reduce (s) 20 20 0 20 20 Walk Time (s) 5 6 Flash Dont Walk (s) 11 17 Dual Entry Yes Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Start Time (s) 0 36.4 46.4 0 10 End Time (s) 36.4 46.4 0 10 36.4 Yield/Force Off (s) 31.8 41.9 66 5.5 31.8 Yield/Force Off 170(s) 31.8 41.9 55 5.5 14.8 Local Start Time (s) 60 26.4 36.4 60 0 Local Yield (s) 21.8 31.9 56 65.5 21.8 Local Yield 170(s) 21.8 31.9 45 65.5 4.8 Intersection Summary Cycle Length 70 Control Type Semi Act-Uncoord Natural Cycle 90 Splits and Phases: 31: SR 702 & SR 507 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 52: 103rd Avenue SE & Site Access 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 20 57 0 15 34 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 22 62 0 16 37 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 84 69 53 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 84 69 53 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 96 100 cM capacity (veh/h) 1513 936 1015 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 84 16 37 Volume Left 0 0 37 Volume Right 62 0 0 cSH 1700 1513 936 Volume to Capacity 0.05 0.00 0.04 Queue Length 95th (ft) 0 0 3 Control Delay (s) 0.0 0.0 9.0 Lane LOS A Approach Delay (s) 0.0 0.0 9.0 Approach LOS A Intersection Summary Average Delay 2.4 Intersection Capacity Utilization 14.6% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 1: Mud Run Rd SE & SR 510 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement WBL WBR NBT NBR SBL SBT Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 5 5 649 5 5 1035 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 5 5 683 5 5 1089 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1786 686 688 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1786 686 688 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 94 99 99 cM capacity (veh/h) 90 451 906 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 11 688 1095 Volume Left 5 0 5 Volume Right 5 5 0 cSH 150 1700 906 Volume to Capacity 0.07 0.40 0.01 Queue Length 95th (ft) 6 0 0 Control Delay (s) 30.8 0.0 0.2 Lane LOS D A Approach Delay (s) 30.8 0.0 0.2 Approach LOS D Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 2: 86th Ave SE & SR 510 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBR NBL NBT SBT SBR Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 0 0 5 654 1045 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 0 0 5 688 1100 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1802 1103 1105 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1802 1103 1105 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue queue free % 100 100 99 cM capacity (veh/h) 88 260 628 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 0 694 1105 Volume Left 0 5 0 Volume Right 0 0 5 cSH 1700 628 1700 Volume to Capacity 0.00 0.01 0.65 Queue Length 95th (ft) 0 1 0 Control Delay (s) 0.0 0.2 0.0 Lane LOS A A Approach Delay (s) 0.0 0.2 0.0 Approach LOS A Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 58.6% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 3: 89th Ave SE & SR 510 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBR NBL NBT SBT SBR Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 0 5 0 654 960 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 0 5 0 719 1055 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1774 1055 1055 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1774 1055 1055 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 98 100 cM capacity (veh/h) 92 277 660 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 5 719 1055 Volume Left 0 0 0 Volume Right 5 0 0 cSH 277 660 1700 Volume to Capacity 0.02 0.00 0.62 Queue Length 95th (ft) 2 0 0 Control Delay (s) 18.3 0.0 0.0 Lane LOS C Approach Delay (s) 18.3 0.0 0.0 Approach LOS C Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 60.5% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 4: Yelm Ave & Burnett Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 35 920 639 15 20 15 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 39 1022 710 17 22 17 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 727 1818 718 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 727 1818 718 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 96 72 96 cM capacity (veh/h) 872 81 425 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 1061 727 39 Volume Left 39 0 22 Volume Right 0 17 17 cSH 872 1700 124 Volume to Capacity 0.04 0.43 0.31 Queue Length 95th (ft) 3 0 31 Control Delay (s) 1.3 0.0 46.9 Lane LOS A E Approach Delay (s) 1.3 0.0 46.9 Approach LOS E Intersection Summary Average Delay 1.8 Intersection Capacity Utilization 86.8% ICU Level of Service E Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 5: Yelm Ave & 93rd Ave SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 925 15 40 654 10 65 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 1016 16 44 719 11 71 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1033 1831 1025 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1033 1831 1025 tC, single (s) 4.1 6.5 6.3 tC, 2 stage (s) tF (s) 2.2 3.6 3.4 p0 queue free % 93 86 74 cM capacity (veh/h) 665 76 279 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 1033 763 82 Volume Left 0 44 11 Volume Right 16 0 71 cSH 1700 665 206 Volume to Capacity 0.61 0.07 0.40 Queue Length Length 95th (ft) 0 5 45 Control Delay (s) 0.0 1.8 33.7 Lane LOS A D Approach Delay (s) 0.0 1.8 33.7 Approach LOS D Intersection Summary Average Delay 2.2 Intersection Capacity Utilization 78.4% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 6: Yelm Ave & Mountain View Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 10 1000 0 0 699 35 0 0 0 35 0 5 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 Hourly flow rate (vph) 10 1042 0 0 728 36 0 0 0 36 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 765 1042 1814 1827 1042 1809 1809 1809 746 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 765 1042 1814 1827 1042 1809 1809 746 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.2 6.6 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 100 100 100 39 100 99 cM capacity (veh/h) 839 660 60 77 282 59 76 408 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total 1052 765 0 0 42 Volume Left 10 0 0 0 36 Volume Right 0 36 0 0 5 cSH 839 660 1700 1700 66 Volume to Capacity 0.01 0.00 0.00 0.00 0.63 Queue Length 95th (ft) 1 0 0 0 67 Control Delay (s) 0.4 0.0 0.0 0.0 124.8 Lane LOS A A A F Approach Delay (s) 0.4 0.0 0.0 124.8 Approach LOS A F Intersection Summary Average Delay 3.0 Intersection Capacity Utilization 70.6% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 7: Yelm Ave & Killion St SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 5 1155 729 10 20 5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 5 1242 784 11 22 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 795 2042 789 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 795 2042 789 tC, single (s) 4.1 6.6 6.4 tC, 2 stage (s) tF (s) 2.2 3.7 3.5 p0 queue free % 99 61 99 cM capacity (veh/h) 818 54 362 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 1247 795 27 Volume Left 5 0 22 Volume Right 0 11 5 cSH 818 1700 66 Volume to Capacity 0.01 0.47 0.41 Queue Length 95th (ft) 0 0 39 Control Delay (s) 0.3 0.0 93.7 Lane LOS A F Approach Delay (s) 0.3 0.0 93.7 Approach LOS F Intersection Summary Average Delay 1.4 Intersection Capacity Utilization 74.8% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 8: Yelm Ave & Cullens St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 60 1150 15 30 734 45 5 5 25 35 5 40 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 65 1237 16 32 789 48 5 5 27 38 5 43 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 838 1253 2297 2276 1245 2281 2260 813 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 838 1253 2297 2276 1245 2281 2260 813 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.2 6.6 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 92 94 72 85 87 0 85 88 cM capacity (veh/h) 788 552 19 35 214 19 35 374 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1317 870 38 86 Volume Left 65 32 5 38 Volume Right 16 48 27 43 cSH 788 552 68 38 Volume to Capacity 0.08 0.06 0.56 2.24 Queue Length 95th (ft) 7 5 58 235 Control Delay (s) 3.4 1.8 110.6 794.9 Lane LOS A A F F Approach Delay (s) 3.4 1.8 110.6 794.9 Approach LOS F F Intersection Summary Average Delay 34.0 Intersection Capacity Utilization 103.0% ICU Level of Service G Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 9: Yelm Ave & Longmire St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 1120 80 135 734 15 80 0 155 10 5 5 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 5 1191 85 144 781 16 85 0 165 11 5 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 797 1277 2329 2329 1234 2486 2363 789 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 797 1277 2329 2329 1234 2486 2363 789 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 73 0 100 24 0 0 80 99 cM capacity (veh/h) 821 541 17 27 218 4 26 394 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1282 940 250 21 Volume Left 5 144 85 11 Volume Right 85 16 165 5 cSH 821 541 44 7 Volume to Capacity 0.01 0.27 5.63 2.96 Queue Length 95th (ft) 0 27 Err 96 Control Delay (s) 0.3 8.1 Err 1874.0 Lane LOS A A F F Approach Delay (s) 0.3 8.1 Err 1874.0 Approach LOS F F Intersection Summary Average Delay 1021.7 Intersection Capacity Utilization 136.7% ICU Level of Service H Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 10: Yelm Ave & Solberg St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 40 1070 120 35 849 50 10 5 20 15 0 20 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 Hourly flow rate (vph) 42 1126 126 37 894 53 11 5 21 16 0 21 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 946 1253 2262 2294 1189 2228 2331 920 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 946 1253 2262 2294 1189 2228 2331 920 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 94 93 58 85 91 31 100 94 cM capacity (veh/h) 729 555 25 35 231 23 33 331 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total 42 1253 37 946 37 37 Volume Left 42 0 37 0 11 16 Volume Right 0 126 0 53 21 21 cSH 729 1700 555 1700 55 49 Volume to Capacity 0.06 0.74 0.07 0.56 0.66 0.76 Queue Length 95th (ft) 5 0 5 0 68 76 Control Delay (s) 10.2 0.0 11.9 0.0 152.7 192.8 Lane LOS B B F F Approach Delay (s) 0.3 0.4 152.7 192.8 Approach LOS F F Intersection Summary Average Delay 5.8 Intersection Capacity Utilization 73.6% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 11: Yelm Ave & Rice St SW 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 1095 10 20 934 5 10 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 1153 11 21 983 5 11 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 1196 pX, platoon unblocked 0.85 vC, conflicting volume 1163 2183 1158 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1163 2385 1158 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 96 83 96 cM capacity (veh/h) 601 31 241 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 1163 1004 16 Volume Left 0 21 5 Volume Right 11 0 11 cSH 1700 601 75 Volume to Capacity 0.68 0.04 0.21 Queue Length 95th (ft) 0 3 18 Control Delay (s) 0.0 1.1 65.7 Lane LOS A F Approach Delay (s) 0.0 1.1 65.7 Approach LOS F Intersection Summary Average Delay 1.0 Intersection Capacity Utilization 75.2% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 12: Yelm Ave & Edwards St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 50 1075 15 10 819 61 5 5 11 41 10 50 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 52 1108 15 10 844 63 5 5 11 42 10 52 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 731 pX, platoon unblocked 0.70 0.70 0.70 0.70 0.70 0.70 vC, conflicting volume 907 1124 2172 2147 1116 2129 2123 876 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 868 1124 2669 2633 1116 2608 2599 823 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 90 98 0 66 96 0 35 81 cM capacity (veh/h) 542 614 4 15 255 7 16 264 Direction, Lane # EB 1 WB 1 NB 1 SB 1 SB 2 Volume Total 1175 918 22 42 62 Volume Left 52 10 5 42 0 Volume Right 15 63 11 0 52 cSH 542 614 12 7 73 Volume to Capacity 0.10 0.02 1.78 5.65 0.85 Queue Length 95th (ft) 8 1 88 Err 105 Control Delay (s) 3.9 0.5 993.5 Err 162.2 Lane LOS A A F F F Approach Delay (s) 3.9 0.5 993.5 4155.4 Approach LOS F F Intersection Summary Average Delay 207.0 Intersection Capacity Utilization 102.4% ICU Level of Service G Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 13: Yelm Ave & SW Railroad Ave 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 1112 5 5 1170 15 5 0 20 10 5 5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 5 1196 5 5 1258 16 5 0 22 11 5 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 357 pX, platoon unblocked 0.52 0.52 0.52 0.52 0.52 0.52 vC, conflicting volume 1274 1201 2494 2494 1198 2508 2489 1266 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1531 1201 3893 3893 1198 3919 3883 1515 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 99 0 100 91 0 0 93 cM capacity (veh/h) 222 578 0 2 228 1 2 77 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1206 1280 27 22 Volume Left 5 5 5 11 Volume Right 5 16 22 5 cSH 222 578 0 1 Volume to Capacity 0.02 0.01 Err 16.49 Queue Length 95th (ft) 2 1 Err Err Control Delay (s) 1.9 0.5 Err Err Lane LOS A A F F Approach Delay (s) 1.9 0.5 Err Err Approach LOS F F Intersection Summary Average Delay Err Intersection Capacity Utilization 76.0% ICU Level of Service D Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 14: Yelm Ave & First St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Pr ject PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.89 1.00 0.91 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1736 1827 1553 1719 1791 1703 1602 1752 1671 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.17 1.00 0.20 1.00 Satd. Flow (perm) 1736 1827 1553 1719 1791 306 1602 362 1671 Volume (vph) 245 842 85 268 660 47 155 120 291 53 100 170 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 263 905 91 288 710 51 167 129 313 57 108 183 RTOR Reduction (vph) 0 0 19 0 2 0 0 75 0 0 55 0 Lane Group Flow (vph) 263 905 72 288 759 0 167 367 0 57 236 0 Heavy Vehicles (%) 4% 4% 4% 5% 5% 5% 6% 6% 6% 3% 3% 3% Parking (#/hr) 5 Turn Type Prot Perm Prot pm+pt pm+pt Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 4 8 Actuated Green, G (s) 12.5 47.6 47.6 14.5 49.6 33.8 23.8 26.0 19.9 Effective Green, g (s) 13.0 48.1 48.1 15.0 50.1 34.8 24.3 27.0 20.4 Actuated g/C Ratio 0.12 0.44 0.44 0.14 0.46 0.32 0.22 0.25 0.19 Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Vehicle Extension (s) 2.0 2.8 2.8 2.0 2.8 2.0 2.8 2.0 2.8 Lane Grp Cap (vph) 205 799 679 234 816 230 354 172 310 v/s Ratio Prot 0.15 c0.50 c0.17 0.42 c0.07 c0.23 0.02 0.14 v/s Ratio Perm 0.05 0.16 0.06 v/c Ratio 1.28 1.13 0.11 1.23 0.93 0.73 1.04 0.33 0.76 Uniform Delay, d1 48.5 31.0 18.3 47.5 28.3 30.1 42.9 34.2 42.5 Progression Factor 1.00 1.00 1.00 1.04 0.78 1.00 1.00 1.00 1.00 Incremental Delay, d2 159.2 75.0 0.3 124.6 12.7 9.3 57.8 0.4 10.4 Delay (s) 207.7 106.0 18.6 173.9 34.6 39.4 100.7 34.6 52.9 Level of Service F F B F C D F C D Approach Delay (s) 120.9 72.9 83.9 49.9 Approach LOS F E F D Intersection Summary HCM Average Control Delay 91.0 HCM Level of Service F HCM Volume to Capacity ratio 1.10 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 100.9% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase With-Project PM Peak (with Crossroads) 14: Yelm Ave & First St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 3 4 5 6 7 8 Movement WBL EBT SBL NBTL EBL WBT NBL SBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 19 53 15 23 17 55 15 23 Maximum Split (%) 17.3% 48.2% 13.6% 20.9% 15.5% 50.0% 13.6% 20.9% Minimum Split (s) 10 19.5 10 21.5 10 19.5 10 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1 1 1 1 1 1 1 1 Minimum Initial (s) 5 10 5 5 5 10 5 5 Vehicle Extension (s) 2 2.8 2 2.8 2 2.8 2 2.8 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 6 6 6 6 6 6 6 6 Time To Reduce (s) 20 20 20 20 20 20 20 20 Walk Time (s) 5 7 5 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes No Yes No Yes No No Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time ((s) 46 65 8 23 46 63 8 23 End Time (s) 65 8 23 46 63 8 23 46 Yield/Force Off (s) 60.5 3.5 18.5 41.5 58.5 3.5 18.5 41.5 Yield/Force Off 170(s) 60.5 103.5 18.5 31.5 58.5 103.5 18.5 31.5 Local Start Time (s) 91 0 53 68 91 108 53 68 Local Yield (s) 105.5 48.5 63.5 86.5 103.5 48.5 63.5 86.5 Local Yield 170(s) 105.5 38.5 63.5 76.5 103.5 38.5 63.5 76.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 130 Offset: 65 (59%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 14: Yelm Ave & First St HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 15: Yelm Ave & Second St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 1121 10 6 1135 5 15 0 41 6 0 5 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 0.96 Hourly flow rate (vph) 5 1168 10 6 1182 5 16 0 43 6 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 294 pX, platoon unblocked 0.57 0.57 0.57 0.57 0.57 0.57 vC, conflicting volume 1188 1178 2386 2383 1173 2423 2386 1185 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1188 1313 3438 3434 1304 3504 3438 1185 tC, single (s) 4.2 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.3 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 98 0 100 62 0 100 98 cM capacity (veh/h) 574 296 2 4 112 1 4 232 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1183 1194 58 11 Volume Left 5 6 16 6 Volume Right 10 5 43 5 cSH 574 296 8 2 Volume to Capacity 0.01 0.02 7.49 5.04 Queue Length 95th (ft) 1 2 Err Err Control Delay (s) 0.4 1.3 Err Err Lane LOS A A F F Approach Delay (s) 0.4 1.3 Err Err Approach LOS F F Intersection Summary Average Delay 286.0 Intersection Capacity Utilization 74.4% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 16: Yelm Ave & Third St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 1158 15 80 1146 5 5 0 110 5 0 5 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 Hourly flow rate (vph) 5 1206 16 83 1194 5 5 0 115 5 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 781 1132 pX, platoon unblocked 0.27 0.58 0.48 0.48 0.58 0.48 0.48 0.27 vC, conflicting volume 1199 1222 2593 2590 1214 2702 2595 1196 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1750 1385 3009 3003 1371 3238 3014 1740 tC, single (s) 4.2 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.3 2.2 3.5 4.0 3.3 3.3 3.5 4.0 3.3 p0 queue free % 94 70 0 100 0 0 100 82 cM capacity (veh/h) 92 282 2 4 104 0 4 29 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 1227 1282 120 10 Volume Left 5 83 5 5 Volume Right 16 5 115 5 cSH 92 282 37 0 Volume to Capacity 0.06 0.30 3.26 Err Queue Length 95th (ft) 4 30 Err Err Control Delay (s) 9.4 23.1 Err Err Lane LOS A C F F Approach Delay (s) 9.4 23.1 Err Err Approach LOS F F Intersection Summary Average Delay Err Intersection Capacity Utilization 133.1% ICU Level of Service H Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 17: Yelm Ave & Fourth St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 10 1263 5 10 1221 10 5 0 10 5 0 5 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Hourly flow rate (vph) 10 1289 5 10 1246 10 5 0 10 5 0 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) 1218 695 pX, platoon unblocked 0.23 0.58 0.44 0.44 0.58 0.44 0.44 0.23 vC, conflicting volume 1256 1294 2583 2588 1291 2591 2586 1251 vC1, stage 1 conf vol 1312 1312 1271 1271 vC2, stage 2 conf vol 1271 1277 1319 1314 vCu, unblocked vol 2100 1505 3162 3173 1501 3179 3167 2078 tC, single (s) 4.1 4.2 7.1 6.5 6.2 7.2 6.6 6.3 tC, 2 stage (s) 6.1 5.5 6.2 5.6 tF (s) 2.2 2.3 3.5 4.0 3.3 3.6 4.1 3.4 p0 queue free % 83 96 0 100 88 49 100 65 cM capacity (veh/h) 60 252 2 8 88 10 14 15 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total 10 1294 10 1256 15 10 Volume Left 10 0 10 0 5 5 Volume Right 0 5 0 10 10 5 cSH 60 1700 252 1700 5 12 Volume to Capacity 0.17 0.76 0.04 0.74 3.34 0.86 Queue Length 95th (ft) 14 0 3 0 Err 46 Control Delay (s) 77.6 0.0 19.9 0.0 Err 621.5 Lane LOS F C F F Approach Delay (s) 0.6 0.2 Err 621.5 Approach LOS F F Intersection Summary Average Delay 61.8 Intersection Capacity Utilization 76.8% ICU Level of Service D Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 18: Yelm Ave & Prairie Park 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 1.00 0.86 1.00 0.87 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1736 1822 1752 1839 1787 1617 1805 1661 Flt Permitted 0.10 1.00 0.08 1.00 0.74 1.00 0.64 1.00 Satd. Flow (perm) 174 1822 141 1839 1386 1617 1217 1661 Volume (vph) 25 1233 20 80 1216 25 25 5 70 25 5 25 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 26 1271 21 82 1254 26 26 5 72 26 5 26 RTOR Reduction (vph) 0 0 0 0 0 0 0 68 0 0 24 0 Lane Group Flow (vph) vph) 26 1292 0 82 1280 0 26 9 0 26 7 0 Heavy Vehicles (%) 4% 4% 4% 3% 3% 3% 1% 1% 1% 0% 0% 0% Turn Type pm+pt pm+pt Perm Perm Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 4 8 Actuated Green, G (s) 89.2 85.6 92.1 86.8 6.1 6.1 6.1 6.1 Effective Green, g (s) 90.2 86.1 92.6 87.3 6.6 6.6 6.6 6.6 Actuated g/C Ratio 0.82 0.78 0.84 0.79 0.06 0.06 0.06 0.06 Clearance Time (s) 4.5 4.5 4.0 4.5 4.5 4.5 4.5 4.5 Vehicle Extension (s) 2.5 2.8 2.5 2.8 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 201 1426 196 1459 83 97 73 100 v/s Ratio Prot 0.00 c0.71 c0.02 0.70 0.01 0.00 v/s Ratio Perm 0.10 0.33 0.02 c0.02 v/c Ratio 0.13 0.91 0.42 0.88 0.31 0.10 0.36 0.07 Uniform Delay, d1 14.2 8.9 20.4 7.7 49.5 48.9 49.7 48.8 Progression Factor 0.94 0.75 2.02 0.93 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 4.6 0.8 6.1 1.6 0.3 2.2 0.2 Delay (s) 13.5 11.4 42.0 13.2 51.1 49.2 51.8 49.0 Level of Service B B D B D D D D Approach Delay (s) 11.4 15.0 49.7 50.3 Approach LOS B B D D Intersection Summary HCM Average Control Delay 15.3 HCM Level of Service B HCM Volume to Capacity ratio 0.84 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 81.2% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase With-Project PM Peak (with Crossroads) 18: Yelm Ave & Prairie Park 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Pro ect PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 4 5 6 8 Movement EBL WBTL NBTL WBL EBTL SBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s) 15 70 25 15 70 25 Maximum Split (%) 13.6% 63.6% 22.7% 13.6% 63.6% 22.7% Minimum Split (s) 10.5 30.5 10.5 10 30.5 22.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1 1 1 0.5 1 1 Minimum Initial (s) 6 10 6 6 10 6 Vehicle Extension (s) 2.5 2.8 2.5 2.5 2.8 2.5 Minimum Gap (s) 0.2 3 3 0.2 3 3 Time Before Reduce (s) 0 6 6 0 6 6 Time To Reduce (s) 0 20 20 0 20 20 Walk Time (s) 6 6 6 Flash Dont Walk ((s) 12 20 12 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 101 6 76 101 6 76 End Time (s) 6 76 101 6 76 101 Yield/Force Off (s) 1.5 71.5 96.5 2 71.5 96.5 Yield/Force Off 170(s) 1.5 59.5 96.5 2 51.5 84.5 Local Start Time (s) 95 0 70 95 0 70 Local Yield (s) 105.5 65.5 90.5 106 65.5 90.5 Local Yield 170(s) 105.5 53.5 90.5 106 45.5 78.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 120 Offset: 6 (5%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Splits and Phases: 18: Yelm Ave & Prairie Park HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 19: Yelm Ave & 103rd Ave SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 75 1248 5 5 1041 20 5 0 5 5 0 45 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 77 1287 5 5 1073 21 5 0 5 5 0 46 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 1 Upstream signal (ft) 460 1132 pX, platoon unblocked 0.48 0.24 0.50 0.50 0.24 0.50 0.50 0.48 vC, conflicting volume 1094 1292 2584 2548 1289 2540 2540 1084 vC1, stage 1 conf vol 1094 1094 vC2, stage 2 conf vol 1446 1446 vCu, unblocked vol 1197 2231 2605 2532 2220 2517 2517 1175 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 72 91 0 100 61 0 100 58 cM capacity (veh/h) 275 55 4 9 13 4 9 111 Direction, Lane # EB 1 EB 2 WB 1 NB 1 SB 1 SB 2 Volume Total 77 1292 1099 10 5 46 Volume Left 77 0 5 5 5 0 Volume Right 0 5 21 5 0 46 cSH 275 1700 55 6 4 111 Volume to Capacity 0.28 0.76 0.09 1.85 1.23 0.42 Queue Length 95th (ft) 28 0 7 57 36 44 Control Delay (s) 23.1 0.0 20.8 1603.5 1602.0 58.7 Lane LOS C C F F F Approach Delay (s) 1.3 20.8 1603.5 213.0 Approach LOS F F Intersection Summary Average Delay 20.6 Intersection Capacity Utilization 77.8% ICU Level of Service D Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 20: Yelm Ave & Vancil Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 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 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1736 1827 1553 1703 1792 1524 1752 1845 1568 1805 1768 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.58 1.00 1.00 0.72 1.00 Satd. Flow (perm) 1736 1827 1553 1703 1792 1524 1071 1845 1568 1375 1768 Volume (vph) 55 1023 150 55 936 40 175 50 85 100 70 60 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 56 1044 153 56 955 41 179 51 87 102 71 61 RTOR Reduction (vph) 0 0 16 0 0 8 0 0 70 0 30 0 Lane Group Flow (vph) 56 1044 137 56 955 33 179 51 17 102 102 0 Heavy Vehicles (%) 4% 4% 4% 6% 6% 6% 3% 3% 3% 0% 0% 0% Turn Type Prot custom Prot custom Perm Perm Perm Protected Phases 1 6 5 2 4 8 Permitted Phases 2 6 4 4 8 Actuated Green, G (s) 7.3 67.9 67.8 7.2 67.8 67.9 20.5 20.5 20.5 21.2 21.2 Effective Green, g (s) 7.8 68.5 68.4 7.7 68.4 68.5 21.8 21.8 21.8 21.8 21.8 Actuated g/C Ratio 0.07 0.62 0.62 0.07 0.62 0.62 0.20 0.20 0.20 0.20 0.20 Clearance Time (s) 4.5 4.6 4.6 4.5 4.6 4.6 5.3 5.3 5.3 4.6 4.6 Vehicle Extension (s) 2.5 2.8 2.8 2.5 2.8 2.8 2.5 2.5 2.5 2.8 2.8 Lane Grp Cap (vph) 123 1138 966 119 1114 949 212 366 311 273 350 v/s Ratio Prot 0.03 c0.57 c0.03 0.53 0.03 0.06 v/s Ratio Perm 0.09 0.02 c0.17 0.01 0.07 v/c Ratio 0.46 0.92 0.14 0.47 0.86 0.03 0.84 0.14 0.06 0.37 0.29 Uniform Delay, d1 49.1 18.3 8.6 49.2 16.8 8.0 42.5 36.4 35.8 38.2 37.5 Progression Factor 1.16 0.55 0.30 1.17 1.11 0.67 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.0 7.5 0.2 0.5 2.1 0.0 24.9 0.1 0.1 0.8 0.4 Delay (s) 58.1 17.6 2.8 58.1 20.8 5.4 67.3 36.5 35.8 39.0 38.0 Level of Service E B A E C A E D D D D Approach Delay (s) 17.6 22.2 53.7 38.4 Approach LOS B C D D Intersection Summary HCM Average Control Delay 25.0 HCM Level of Service C HCM Volume to Capacity ratio 0.83 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 80.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase With-Project PM Peak (with Crossroads) 20: Yelm Ave & Vancil Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 4 5 6 8 Movement EBL WBT NBTL WBL EBT SBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s) 17 63 30 17 63 30 Maximum Split (%) 15.5% 57.3% 27.3% 15.5% 57.3% 27.3% Minimum Split (s) 8.5 21.6 9.3 8.5 21.6 23.8 Yellow Time (s) 3.5 3.6 3.8 3.5 3.6 3.6 All-Red Time (s) 1 1 1.5 1 1 1 Minimum Initial (s) 4 10 4 4 10 4 Vehicle Extension (s) 2.5 2.8 2.5 2.5 2.8 2.8 Minimum Gap (s) 3 3 3 3 3 3 Time Before Reduce (s) 6 6 6 6 6 6 Time To Reduce (s) 20 20 20 20 20 20 Walk Time (s) 6 6 6 Flash Dont Walk (s) 11 11 13 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 36 53 6 36 53 6 End Time (s) 53 6 36 53 6 36 Yield/Force Off (s) 48.5 1.4 30.7 48.5 1.4 31.4 Yield/Force Off 170(s) 48.5 100.4 30.7 48.5 100.4 18.4 Local Start Time (s) 93 0 63 93 0 63 Local Yield (s) 105.5 58.4 87.7 105.5 58.4 88.4 Local Yield 170(s) 105.5 47.4 87.7 105.5 47.4 75.4 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 53 (48%), Referenced to phase 2:WBT and 6:EBT, Start of Green Splits and Phases: 20: Yelm Ave & Vancil Rd SE HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 21: Yelm Ave & Plaza Dr NE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 45 1123 45 125 1001 30 10 10 160 10 5 45 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 46 1158 46 129 1032 31 10 10 165 10 5 46 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) 737 969 pX, platoon unblocked 0.56 0.41 0.63 0.63 0.41 0.63 0.63 0.56 vC, conflicting volume 1063 1204 2589 2571 1158 2710 2587 1032 vC1, stage 1 conf vol 1251 1251 1290 1290 vC2, stage 2 conf vol 1339 1321 1421 1297 vCu, unblocked vol 1113 1496 2458 2430 1383 2650 2454 1057 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 86 29 0 0 0 0 0 70 cM capacity (veh/h) 343 182 0 5 72 0 5 153 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1 SB 2 Volume Total 46 1158 46 129 1032 31 186 10 52 Volume Left 46 0 0 129 0 0 10 10 0 Volume Right 0 0 46 0 0 31 165 0 46 cSH 343 1700 1700 182 1700 1700 0 0 39 Volume to Capacity 0.14 0.68 0.03 0.71 0.61 0.02 Err Err 1.33 Queue Length 95th (ft) 12 0 0 109 0 0 Err Err 132 Control Delay (s) 17.1 0.0 0.0 61.9 0.0 0.0 Err Err 419.6 Lane LOS C F F F F Approach Delay (s) 0.6 6.7 Err Err Approach LOS F F Intersection Summary Average Delay Err Intersection Capacity Utilization 93.7% ICU Level of Service F Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 22: Yelm Ave & Creek St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.91 1.00 0.96 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1719 1810 1538 1736 1820 1547 1736 1670 1736 1740 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.63 1.00 0.18 1.00 Satd. Flow (perm) 1719 1810 1538 1736 1820 1547 1159 1670 332 1740 Volume (vph) 50 823 385 165 786 55 245 90 120 95 135 55 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 52 848 397 170 810 57 253 93 124 98 139 57 RTOR Reduction (vph) 0 0 77 0 0 9 0 43 0 0 14 0 Lane Group Flow (vph) 52 848 320 170 810 48 253 174 0 98 182 0 Heavy Vehicles (%) 5% 5% 5% 4% 4% 4% 4% 4% 4% 4% 4% 4% Bus Blockages (#/hr) 0 0 0 0 1 1 0 0 0 0 1 1 Turn Type Prot Perm Prot Perm Perm Perm Protected Phases 1 6 5 2 4 3 Permitted Phases 6 2 4 3 Actuated Green, G (s) 6.9 35.4 35.4 10.5 39.0 39.0 24.1 24.1 21.5 21.5 Effective Green, g (s) 7.4 36.0 36.0 11.0 39.6 39.6 25.0 25.0 22.0 22.0 Actuated g/C Ratio 0.07 0.33 0.33 0.10 0.36 0.36 0.23 0.23 0.20 0.20 Clearance Time (s) 4.5 4.6 4.6 4.5 4.6 4.6 4.9 4.9 4.5 4.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 116 592 503 174 655 557 263 380 66 348 v/s Ratio Prot 0.03 c0.47 c0.10 c0.45 0.10 0.10 v/s Ratio Perm 0.21 0.03 c0.22 c0.30 v/c Ratio 0.45 1.43 0.64 0.98 1.24 0.09 0.96 0.46 1.48 0.52 Uniform Delay, d1 49.3 37.0 31.4 49.4 35.2 23.2 42.0 36.6 44.0 39.3 Progression Factor 1.13 0.74 0.55 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.4 201.4 4.3 60.8 119.3 0.3 46.5 3.9 282.7 1.1 Delay (s) 57.2 228.9 21.6 110.2 154.5 23.6 88.6 40.6 326.7 40.4 Level of Service E F C F F C F D F D Approach Delay (s) 158.5 140.0 66.4 135.8 Approach LOS F F E F Intersection Summary HCM Average Control Delay 136.2 HCM Level of Service F HCM Volume to Capacity ratio 1.31 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 89.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase With-Project PM Peak (with Crossroads) 22: Yelm Ave & Creek St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 3 4 5 6 Movement EBL WBT SBTL NBTL WBL EBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max Maximum Split (s) 15 40 26 29 15 40 Maximum Split (%) 13.6% 36.4% 23.6% 26.4% 13.6% 36.4% Minimum Split (s) 10.5 27.6 10.5 26.9 10.5 27.6 Yellow Time (s) 3.5 3.6 3.5 3.9 3.5 3.6 All-Red Time (s) 1 1 1 1 1 1 Minimum Initial (s) 6 6 6 6 6 6 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 Minimum Gap (s) 3 3 3 3 3 3 Time Before Reduce (s) 6 6 6 6 6 6 Time To Reduce (s) 20 20 20 20 20 20 Walk Time (s) 5 5 5 Flash Dont Walk (s) 18 17 18 Dual Entry No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 95 0 40 66 95 0 End Time (s) 0 40 66 95 0 40 Yield/Force Off (s) 105.5 35.4 61.5 90.1 105.5 35.4 Yield/Force Off 170(s) 105.5 17.4 61.5 73.1 105.5 17.4 Local Start Time (s) 95 0 40 66 95 0 Local Yield (s) 105.5 35.4 61.5 90.1 105.5 35.4 Local Yield 170(s) 105.5 17.4 61.5 73.1 105.5 17.4 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green, Master Intersection Splits and Phases: 22: Yelm Ave & Creek St HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 24: Yelm Ave & Grove Rd 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 225 843 1081 115 160 35 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 232 869 1114 119 165 36 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 1064 pX, platoon unblocked 0.34 0.34 0.34 vC, conflicting volume 1233 2507 1174 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1692 5476 1516 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 0 0 27 cM capacity (veh/h) 124 0 50 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 1101 1233 201 Volume Left 232 0 165 Volume Right 0 119 36 cSH 124 1700 0 Volume to Capacity 1.87 0.73 Err Queue Length 95th (ft) 456 0 Err Control Delay (s) 874.6 0.0 Err Lane LOS F F Approach Delay (s) 874.6 0.0 Err Approach LOS F Intersection Summary Average Delay Err Intersection Capacity Utilization 141.7% ICU Level of Service H Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 25: Yelm Ave & SR 510 Loop Road 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1863 1583 1770 1583 Flt Permitted 0.16 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 307 1863 1863 1583 1770 1583 Volume (vph) 263 730 925 172 343 186 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 286 286 793 1005 187 373 202 RTOR Reduction (vph) 0 0 0 54 0 137 Lane Group Flow (vph) 286 793 1005 133 373 65 Turn Type Perm Perm Perm Protected Phases 4 8 6 Permitted Phases 4 8 6 Actuated Green, G (s) 64.0 64.0 64.0 64.0 18.0 18.0 Effective Green, g (s) 64.0 64.0 64.0 64.0 18.0 18.0 Actuated g/C Ratio 0.71 0.71 0.71 0.71 0.20 0.20 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 218 1325 1325 1126 354 317 v/s Ratio Prot 0.43 0.54 c0.21 v/s Ratio Perm c0.93 0.08 0.04 v/c Ratio 1.31 0.60 0.76 0.12 1.05 0.21 Uniform Delay, d1 13.0 6.5 8.2 4.1 36.0 30.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 169.2 0.7 2.5 0.0 62.6 1.5 Delay (s) 182.2 7.3 10.7 4.1 98.6 31.5 Level of Service F A B A F C Approach Delay (s) 53.6 9.7 75.1 Approach LOS D A E Intersection Summary HCM Average Control Delay 39.5 HCM Level of Service D HCM Volume to Capacity ratio 1.25 Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 92.3% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase With-Project PM Peak (with Crossroads) 25: Yelm Ave & SR 510 Loop Road 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 4 6 8 Movement EBTL SBL WBT Lead/Lag Lead-Lag Optimize Recall Mode None Max None Maximum Split (s) 68 22 68 Maximum Split (%) 75.6% 24.4% 75.6% Minimum Split (s) 20 20 20 Yellow Time (s) 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 Minimum Initial (s) 4 4 4 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) 5 5 5 Flash Dont Walk (s) 11 11 11 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 22 0 22 End Time (s) 0 22 0 Yield/Force Off (s) 86 18 86 Yield/Force Off 170(s) 75 7 75 Local Start Time (s) 22 0 22 Local Yield (s) 86 18 86 Local Yield 170(s) 75 7 75 Intersection Summary Cycle Length 90 Control Type Actuated-Uncoordinat d Natural Cycle 140 Splits and Phases: 25: Yelm Ave & SR 510 Loop Road HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 29: Yelm Ave & Old McKenna Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBL EBT WBT WBR SBL SBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 15 1058 1187 35 5 15 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 15 1091 1224 36 5 15 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 921 pX, platoon unblocked 0.76 vC, conflicting volume 1260 2363 1242 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1260 2803 1242 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 97 66 93 cM capacity (veh/h) 549 15 215 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 1106 1260 21 Volume Left 15 0 5 Volume Right 0 36 15 cSH 549 1700 50 Volume to Capacity 0.03 0.74 0.41 Queue Length 95th (ft) 2 0 37 Control Delay (s) 1.1 0.0 120.7 Lane LOS A F Approach Delay (s) 1.1 0.0 120.7 Approach LOS F Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 77.7% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 30: SR 507 & Vail Rd SE 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 1003 105 285 1147 75 160 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Hourly flow rate (vph) 1045 109 297 1195 78 167 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1045 2833 1045 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1045 2833 1045 tC, single (s) 4.1 6.5 6.3 tC, 2 stage (s) tF (s) 2.2 3.6 3.4 p0 queue free % 55 0 39 cM capacity (veh/h) 666 10 273 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 1045 109 297 1195 245 Volume Left 0 0 297 0 78 Volume Right 0 109 0 0 167 cSH 1700 1700 666 1700 30 Volume to Capacity 0.61 0.06 0.45 0.70 8.15 Queue Length 95th (ft) 0 0 57 0 Err Control Delay (s) 0.0 0.0 14.7 0.0 Err Lane LOS B F Approach Delay (s) 0.0 2.9 Err Approach LOS F Intersection Summary Average Delay 848.3 Intersection Capacity Utilization 92.6% ICU Level of Service F Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 31: SR 702 & SR 507 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1671 1495 1792 1524 1752 1845 Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1671 1495 1792 1524 1752 1845 Volume (vph) 0 0 0 536 0 30 0 582 446 45 796 0 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 0 0 553 0 31 0 600 460 46 821 0 RTOR Reduction (vph) 0 0 0 0 0 12 0 0 267 0 0 0 Lane Group Flow (vph) 0 0 0 553 0 19 0 600 193 46 821 0 Heavy Vehicles (%) 0% 0% 0% 8% 8% 8% 6% 6% 6% 3% 3% 3% Turn Type Perm custom custom Perm Prot Protected Phases 3 6 5 2 Permitted Phases 3 4 4 6 Actuated Green, G (s) 19.7 19.7 25.1 25.1 3.2 32.8 Effective Green, g (s) 19.7 19.7 25.7 25.7 3.7 33.4 Actuated g/C Ratio 0.32 0.32 0.42 0.42 0.06 0.55 Clearance Time (s) 4.0 4.0 4.6 4.6 4.5 4.6 Vehicle Extension (s) 3.0 3.0 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 539 482 754 641 106 1009 v/s Ratio Prot 0.33 0.03 c0.45 v/s Ratio Perm c0.33 0.01 0.13 v/c Ratio 1.03 0.04 0.80 0.30 0.43 0.81 Uniform Delay, d1 20.7 14.2 15.4 11.7 27.7 11.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 45.5 0.0 8.5 1.2 2.1 5.0 Delay (s) 66.2 14.2 23.9 13.0 29.8 16.3 Level of Service E B C B C B Approach Delay (s) 0.0 63.5 19.2 17.0 Approach LOS A E B B Intersection Summary HCM Average Control Delay 28.7 HCM Level of Service C HCM Volume to Capacity ratio 0.89 Actuated Cycle Length (s) 61.1 Sum of lost time (s) 8.0 Intersection Capacity Utilization 78.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase With-Project PM Peak (with Crossroads) 31: SR 702 & SR 507 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 2 3 4 5 6 Movement SBT EBTL WBL SBL NBT Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None None Max Maximum Split (s) 36.4 10 23.6 10 26.4 Maximum Split (%) 52.0% 14.3% 33.7% 14.3% 37.7% Minimum Split (s) 22.6 9.6 20 8.5 27.6 Yellow Time (s) 3.6 3.5 3.5 3.5 3.6 All-Red Time (s) 1 1 0.5 1 1 Minimum Initial (s) 10 4 4 4 10 Vehicle Extension (s) 2.5 2.5 3 2.5 2.5 Minimum Gap (s) 3 3 3 3 3 Time Before Reduce (s) 6 6 0 6 6 Time To Reduce (s) 20 20 0 20 20 Walk Time (s) 5 6 Flash Dont Walk (s) 11 17 Dual Entry Yes Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Start Time (s) 0 36.4 46.4 0 10 End Time (s) 36.4 46.4 0 10 36.4 Yield/Force Off (s) 31.8 41.9 66 5.5 31.8 Yield/Force Off 170(s) 31.8 41.9 55 5.5 14.8 Local Start Time (s) 60 26.4 36.4 60 0 Local Yield (s) 21.8 31.9 56 65.5 21.8 Local Yield 170(s) 21.8 31.9 45 65.5 4.8 Intersection Summary Cycle Length 70 Control Type Semi Act-Uncoord Natural Cycle 130 Splits and Phases: 31: SR 702 & SR 507 HCM Unsignalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 52: 103rd Avenue SE & Site Access 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement EBT EBR WBL WBT NBL NBR Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 20 57 0 15 34 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 22 62 0 16 37 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 84 69 53 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 84 69 53 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 96 100 cM capacity (veh/h) 1513 936 1015 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 84 16 37 Volume Left 0 0 37 Volume Right 62 0 0 cSH 1700 1513 936 Volume to Capacity 0.05 0.00 0.04 Queue Length 95th (ft) 0 0 3 Control Delay (s) 0.0 0.0 9.0 Lane LOS A Approach Delay (s) 0.0 0.0 9.0 Approach LOS A Intersection Summary Average Delay 2.4 Intersection Capacity Utilization 14.6% ICU Level of Service A Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis With-Project PM Peak (without Crossroads) 22: Yelm Ave & Creek St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93 1.00 0.96 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1719 1810 1538 1736 1820 1547 1736 1707 1736 1740 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1719 1810 1538 1736 1820 1547 1736 1707 1736 1740 Volume (vph) 50 718 385 115 676 55 245 90 70 95 135 55 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 52 740 397 119 697 57 253 93 72 98 139 57 RTOR Reduction (vph) 0 0 87 0 0 11 0 24 0 0 15 0 Lane Group Flow (vph) 52 740 310 119 697 46 253 141 0 98 181 0 Heavy Vehicles (%) 5% 5% 5% 4% 4% 4% 4% 4% 4% 4% 4% 4% Bus Blockages (#/hr) 0 0 0 0 1 1 0 0 0 0 1 1 Turn Type Prot Perm Prot Perm Split Split Protected Phases 1 6 5 2 4 4 3 3 Permitted Phases 6 2 Actuated Green, G (s) 6.9 36.0 36.0 9.9 39.0 39.0 30.0 30.0 15.6 15.6 Effective Green, g (s) 7.4 36.6 36.6 10.4 39.6 39.6 30.9 30.9 16.1 16.1 Actuated g/C Ratio 0.07 0.33 0.33 0.09 0.36 0.36 0.28 0.28 0.15 0.15 Clearance Time (s) 4.5 4.6 4.6 4.5 4.6 4.6 4.9 4.9 4.5 4.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 116 602 512 164 655 557 488 480 254 255 v/s Ratio Prot 0.03 c0.41 c0.07 c0.38 c0.15 0.08 0.06 c0.10 v/s Ratio Perm 0.20 0.03 v/c Ratio 0.45 1.23 0.61 0.73 1.06 0.08 0.52 0.29 0.39 0.71 Uniform Delay, d1 49.3 36.7 30.7 48.4 35.2 23.2 33.3 31.0 42.5 44.7 Progression Factor 1.11 0.77 0.58 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.6 114.5 4.2 13.9 53.5 0.3 3.9 1.6 0.7 8.4 Delay (s) 56.2 142.9 21.8 62.3 88.7 23.5 37.2 32.6 43.2 53.2 Level of Service E F C E F C D C D D Approach Delay (s) 98.7 80.8 35.4 49.9 Approach LOS F F D D Intersection Summary HCM Average Control Delay 78.3 HCM Level of Service E HCM Volume to Capacity ratio 0.88 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 81.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase With-Project PM Peak (without Crossroads) 22: Yelm Ave & Creek St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (without Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 3 4 5 6 Movement EBL WBT SBTL NBTL WBL EBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max Maximum Split (s) 15 40 26 29 15 40 Maximum Split (%) 13.6% 36.4% 23.6% 26.4% 13.6% 36.4% Minimum Split (s) 10.5 27.6 10.5 26.9 10.5 27.6 Yellow Time Time (s) 3.5 3.6 3.5 3.9 3.5 3.6 All-Red Time (s) 1 1 1 1 1 1 Minimum Initial (s) 6 6 6 6 6 6 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 Minimum Gap (s) 3 3 3 3 3 3 Time Before Reduce (s) 6 6 6 6 6 6 Time To Reduce (s) 20 20 20 20 20 20 Walk Time (s) 5 5 5 Flash Dont Walk (s) 18 17 18 Dual Entry No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 95 0 40 66 95 0 End Time (s) 0 40 66 95 0 40 Yield/Force Off (s) 105.5 35.4 61.5 90.1 105.5 35.4 Yield/Force Off 170(s) 105.5 17.4 61.5 73.1 105.5 17.4 Local Start Time (s) 95 0 40 66 95 0 Local Yield (s) 105.5 35.4 61.5 90.1 105.5 35.4 Local Yield 170(s) 105.5 17.4 61.5 73.1 105.5 17.4 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green, Master Intersection Splits and Phases: 22: Yelm Ave & Creek St HCM Signalized Intersection Capacity Analysis With-Project PM Peak (with Crossroads) 22: Yelm Ave & Creek St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Movement 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 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.91 1.00 0.96 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1719 1810 1538 1736 1820 1547 1736 1670 1736 1740 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1719 1810 1538 1736 1820 1547 1736 1670 1736 1740 Volume (vph) 50 823 385 165 786 55 245 90 120 95 135 55 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 52 848 397 170 810 57 253 93 124 98 98 139 57 RTOR Reduction (vph) 0 0 77 0 0 9 0 40 0 0 15 0 Lane Group Flow (vph) 52 848 320 170 810 48 253 177 0 98 181 0 Heavy Vehicles (%) 5% 5% 5% 4% 4% 4% 4% 4% 4% 4% 4% 4% Bus Blockages (#/hr) 0 0 0 0 1 1 0 0 0 0 1 1 Turn Type Prot Perm Prot Perm Split Split Protected Phases 1 6 5 2 4 4 3 3 Permitted Phases 6 2 Actuated Green, G (s) 6.9 35.4 35.4 10.5 39.0 39.0 30.0 30.0 15.6 15.6 Effective Green, g (s) 7.4 36.0 36.0 11.0 39.6 39.6 30.9 30.9 16.1 16.1 Actuated g/C Ratio 0.07 0.33 0.33 0.10 0.36 0.36 0.28 0.28 0.15 0.15 Clearance Time (s) 4.5 4.6 4.6 4.5 4.6 4.6 4.9 4.9 4.5 4.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 116 592 503 174 655 557 488 469 254 255 v/s Ratio Prot 0.03 c0.47 c0.10 c0.45 c0.15 0.11 0.06 c0.10 v/s Ratio Perm 0.21 0.03 v/c Ratio 0.45 1.43 0.64 0.98 1.24 0.09 0.52 0.38 0.39 0.71 Uniform Delay, d1 49.3 37.0 31.4 49.4 35.2 23.2 33.3 31.8 42.5 44.7 Progression Factor 1.13 0.74 0.55 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.4 201.4 201.4 4.3 60.8 119.3 0.3 3.9 2.3 0.7 8.4 Delay (s) 57.2 228.9 21.6 110.2 154.5 23.6 37.2 34.1 43.2 53.2 Level of Service E F C F F C D C D D Approach Delay (s) 158.5 140.0 35.8 49.9 Approach LOS F F D D Intersection Summary HCM Average Control Delay 123.4 HCM Level of Service F HCM Volume to Capacity ratio 0.99 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 89.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase With-Project PM Peak (with Crossroads) 22: Yelm Ave & Creek St 11/9/2006 M:\06\06247 Newman's Addition\LOS\With-Project PM Peak (with Crossroads).sy7 Synchro 6 Report The Transpo Group Phase Number 1 2 3 4 5 6 Movement EBL WBT SBTL NBTL WBL EBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max Maximum Split (s) 15 40 26 29 15 40 Maximum Split (%) 13.6% 36.4% 23.6% 26.4% 13.6% 36.4% Minimum Split (s) 10.5 27.6 10.5 26.9 10.5 27.6 Yellow Yellow Time (s) 3.5 3.6 3.5 3.9 3.5 3.6 All-Red Time (s) 1 1 1 1 1 1 Minimum Initial (s) 6 6 6 6 6 6 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 Minimum Gap (s) 3 3 3 3 3 3 Time Before Reduce (s) 6 6 6 6 6 6 Time To Reduce (s) 20 20 20 20 20 20 Walk Time (s) 5 5 5 Flash Dont Walk (s) 18 17 18 Dual Entry No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 95 0 40 66 95 0 End Time (s) 0 40 66 95 0 40 Yield/Force Off (s) 105.5 35.4 61.5 90.1 105.5 35.4 Yield/Force Off 170(s) 105.5 17.4 61.5 73.1 105.5 17.4 Local Start Time (s) 95 0 40 66 95 0 Local Yield (s) 105.5 35.4 61.5 90.1 105.5 35.4 Local Yield 170(s) 105.5 17.4 61.5 73.1 105.5 17.4 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green, Master Intersection Splits and Phases: 22: Yelm Ave & Creek St