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Y <br />INTERSECTION CAPACITY UTILIZATION <br />TION: Bristol & McFadden Ave. <br />Specific Plan <br />75C -597 <br />PM Peak <br />Vol. <br />No. <br />157 <br />AM Peak <br />Mvmn <br />Lanes <br />Cap. <br />Vol. <br />V/C <br />NL <br />1 <br />1500 <br />117 <br />0.08 " <br />NT <br />3 <br />4800 <br />974 <br />0.22 <br />NR <br />0 <br />0 <br />61 <br />0.00 <br />SL <br />1 <br />1500 <br />83 <br />0106 <br />ST <br />3 <br />4800 <br />1327 <br />0.29 " <br />SR <br />0 <br />0 <br />58 <br />0.00 <br />EL <br />1 <br />1500 <br />90 <br />0.06 <br />ET <br />2 <br />3200 <br />491 <br />0.22 ' <br />ER <br />0 <br />0 <br />215 <br />0.00 <br />WL <br />1 <br />1500 <br />71 <br />0.05 ' <br />WT <br />2 <br />3200 <br />235 <br />0.09 <br />W R <br />0 <br />0 <br />48 <br />0.00 <br />N/S compnt. <br />0.37 <br />E!W compnt. <br />0.27 <br />RT compnt. <br />0.00 <br />Clearance <br />0.02 <br />ICU <br />0.65 <br />Critical movement <br />identified by "'" <br />Right turn adjustment <br />identified <br />by "a" <br />Filename: BRMCFSP <br />1/25/91 <br />MXR <br />75C -597 <br />PM Peak <br />Vol. <br />VIC <br />157 <br />0.10 " <br />841 <br />0.19 <br />75 <br />0.00 <br />78 <br />0.05 <br />810 <br />0.19 " <br />118 <br />0.00 <br />79 <br />0.05 <br />570 <br />0.22 ' <br />138 <br />0.00 <br />62 <br />0.04 " <br />419 <br />0.15 <br />49 <br />0.00 <br />N/S compnt. <br />0.30 <br />E!W compnt. <br />0.26 <br />RT compnt. <br />0.00 <br />Clearance <br />0.02 <br />ICU <br />0.58 <br />