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Home My WebLink AboutApplication Files_82693_pg0138 jB Vanasse Hangen Brustlin,Inc. Table 8 Vehicle Queue Summary Critical Queue Length(Feet) 2010 Existing 2015 No-Build 2015 Build with Mitigations Available Conditions Conditions Condition2 Intersections Movements Storage Length AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak Route 5 at 1-291 EB Ramps I Northbound LT 400 78 #198 82 #214 #94 #190 Ellington Road Northbound TH >800 210 312 222 #332 226 328 ' Northbound RT 550 36 53 36 55 41 54 Southbound LT 125 m26 m25 m22 m24 m43 m25 Southbound TH >800 #343 256 m#364 268 #351 122 Southbound RT 550 0 0 0 19 0 0 Eastbound LT 300 167 174 175 184 186 172 Eastbound TH >800 119 #386 123 #414 166 #374 Eastbound RT 500 0 0 0 0 0 0 Westbound LT >800 #411 ill #433 116 #347 #158 Westbound TH/RT >800 56 85 56 93 53 4152 Route 5 at 1-291 WB Ramps Northbound LT 350 311 350 323 378 238 m243 Northbound TH >800 #355 #388 #402 #445 200 363 Southbound TH >800 m#447 #365 m#494 #425 m341 368 Southbound RT >800 m215 0 m260 0 m260 0 Eastbound LT 250 122 84 127 88 145 92 Eastbound RT >800 36 36 37 37 41 39 Route 5 at Chapel Road Northbound LT 300 m7 m19 m6 m16 m7 m25 Northbound TH >800 395 401 #424 420 #425 57 Northbound RT 300 m43 m82 m41 m78 m18 0 Southbound LT 250 91 57 #98 57 #145 71 Southbound TH/RT >800 #563 302 #606 327 #606 322 Eastbound LT/THfFR >800 24 25 24 25 24 25 Westbound LT 400 #375 134 #405 #142 #405 #164 ' Westbound TH/RT >800 31 51 33 52 34 60 Ellington Road at Chapel Road Northbound LT 110 9 18 9 19 9 15 Northbound TH/RT >800 58 #636 61 #683 63 #623 Southbound LT/TH >800 173 96 183 100 197 72 Southbound RT 300 45 26 46 27 46 21 Eastbound LT 150 33 59 33 62 32 91 Eastbound TH(TR >800 59 77 64 81 64 103 Westbound LT 150 56 33 61 33 68 40 Westbound TH/RT >800 86 62 89 67 89 84 Source: Vanasse Hangen Brustlin,Inc. 1 Critical queue length in feet/approach,based on 951h percentile queue. 2 Queue length under Build condition reflects signal timing adjustment # 951h percentile volumes exceeds capacity,queue may be longer m Volume for 951h percentile queue is metered by upstream signal Bold Queue lengths exceed the available storage 1172169.101r,p,,1-1S R,port-South Windsor Fin I.Coc 31 Traffic Operations