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<br />Table A <br />Summary of Queueing Analysis <br />SR-55 Southbound Off-Ramp at Grand Avenue <br />Crazy Horse Square - Opening Year with Project <br /> <br /> AM Peak PM Peak <br />Condition Right Lane Left Lane Right Lane Left Lane <br />Average Queue (a) 7.3 9.9 7.5 6.5 <br />Queue Length (b) 200 250 200 175 <br />Available Storage 1,350 1,350 <br />Adequate? y y <br />95% Back of Queue (c) 13.8 18.3 14.2 12.5 <br />Queue Length 350 475 375 325 <br />Available Storage 1,350 1,350 <br />Adequate? y y <br /> <br />(a) Queue is expressed in terms of vehicles per lane <br />(b) Queue length is calculated by multiplying the number of vehicles in the queue <br />(assuming whole vehicle values) by 25 feet per vehicle <br />(c) 95% back of queue means that 95% ofthe time, the queue would be x vehicles or <br />less. <br /> <br />75A-174 <br /> <br />