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<br />Table T-4: Existing Condition with Modified Project Queuing <br /> <br />Storage Length (In Feet) <br />Without Project With Project <br /> AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour <br />Intersection Movement Queue Length1 Queue Length1 Queue Length1 Queue Length1 <br />Main Street/Memory Lane NBT 680 352 394 338 323 <br />Main Street/Walkie Way NBL 150 31 45 45 58 <br /> NBT 390 193 390 214 196 <br /> SBL 80 1 1 32 64 <br /> EBL 70 8 19 11 27 <br /> EBR 150 0 0 8 61 <br /> WBL 100 - - 78 58 <br /> WBR 100 - - 60 43 <br />Main Street/Edgewood Road-I-5 Ramps NBL 175 59 148 55 122 <br /> NBT 690 140 289 42 215 <br /> SBL 150 91 113 90 127 <br /> SBR 130 0 0 0 38 <br /> EBTL 1353 27 64 23 44 <br /> EBR 150 11 1 0 0 <br /> WBTL 250 219 152 182 101 <br /> WBR 60 23 18 11 0 <br />Main Street/Santa Clara Avenue-I-5 NB On-Ramp NBT 350 62 80 149 253 <br />Source: Translutions, 2019. Attachment B. <br />1Queues reported are 95th Percentile queue lengths per movement in feet. <br />EBL = eastbound left; EBTL= eastbound through-left turn; NBL = northbound left; NWR = northwest bound right; SBL = southbound left; SBT= southbound turn; <br />SBT2 = southbound second turn; SER = southeast bound right turn; WBTL = westbound though-left turn <br /> <br /> <br />2-171