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<br />439 . Bixby at Michleson Dr. <br />ITAM 18 Alt 2 (IRVINE ISEC) <br />440 . Siglo at Main St. <br />ITAM 18 Alt 2 (IRVINE ISEC) <br />AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR <br />LANES CAPACITY VOL V/C VOL V/C LANES CAPACITY VOL V/C VOL V/C <br />NBL <br />NBT <br />NBR <br />1 <br />1 <br />0 <br />1700 <br />1700 <br />0 <br />14 <br />9 <br />7 <br />.01* <br />.01 <br />34 <br />3 <br />33 <br />.02* <br />.02 <br />NBL <br />NBT <br />NBR <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />SBL <br />SBT <br />SBR <br />2 <br />1 <br />0 <br />3400 <br />1700 <br />0 <br />28 <br />2 <br />61 <br />.01 <br />.04* <br />210 <br />1 <br />349 <br />.06 <br />.21* <br />SBL <br />SBT <br />SBR <br />2 <br />0 <br />1 <br />3400 <br />0 <br />1700 <br />152 <br />0 <br />68 <br />.04* <br />.04 <br />298 <br />0 <br />182 <br />.09* <br />.11 <br />EBL <br />EBT <br />EBR <br />1 <br />2 <br />0 <br />1700 <br />3400 <br />0 <br />400 <br />485 <br />31 <br />.24* <br />.15 <br />136 <br />691 <br />36 <br />.08* <br />.21 <br />EBL <br />EBT <br />EBR <br />2 <br />3 <br />0 <br />3400 <br />5100 <br />0 <br />159 <br />848 <br />0 <br />.05* <br />.17 <br />115 <br />2162 <br />0 <br />.03 <br />.42* <br />WBL <br />WBT <br />WBR <br />1 <br />2 <br />1 <br />1700 <br />3400 <br />1700 <br />27 <br />475 <br />241 <br />.02 <br />.14* <br />.14 <br />43 <br />683 <br />42 <br />.03 <br />.20* <br />.02 <br />WBL <br />WBT <br />WBR <br />0 <br />3 <br />1 <br />0 <br />5100 <br />1700 <br />0 <br />1322 <br />191 <br />0 <br />.26* 1128 .22 <br />.11.11 195 <br />Clearance Interval .05* <br />.48 <br />.05* <br />.56 <br />Clearance Interval .05* <br />.40 <br />.05* <br />.56TOTAL CAPACITY UTILIZATION TOTAL CAPACITY UTILIZATION <br />441 . Loop Rd. at Jamboree Rd. SB Ramps <br />ITAM 18 Alt 2 (IRVINE ISEC) <br />AM PK HOUR <br />472 . Obsidian at Michleson Dr. <br />ITAM 18 Alt 2 (IRVINE ISEC) <br />PM PK HOUR AM PK HOUR PM PK HOUR <br />LANES CAPACITY VOL V/C VOL V/C LANES CAPACITY VOL V/C VOL V/C <br />NBL <br />NBT <br />NBR <br />0 <br />2 <br />1 <br />0 <br />3400 <br />1700 <br />1 <br />0 <br />52 <br />3 <br />1 <br />192 <br />NBL <br />NBT <br />NBR <br />0 <br />1 <br />0 <br />0 <br />1700 <br />0 <br />7 <br />2 <br />21 <br />27 <br />0 <br />93 <br />.00* <br />.03 <br />.00* <br />.11 <br />.02*.07* <br />SBL <br />SBT <br />SBR <br />1 <br />2 <br />0 <br />1700 <br />3400 <br />0 <br />288 <br />0 <br />15 <br />.17* <br />.00 <br />558 <br />2 <br />75 <br />.33* <br />.00 <br />.04 <br />SBL <br />SBT <br />SBR <br />0 <br />1 <br />f <br />0 <br />1700 <br />41 {.02}*376 {.22}* <br />4 .03 0 .22 <br />17 243 <br />EBL <br />EBT <br />EBR <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />EBL <br />EBT <br />EBR <br />1 <br />2 <br />0 <br />1700 <br />3400 <br />0 <br />136 <br />748 <br />40 <br />.08* <br />.23 <br />11 <br />940 <br />9 <br />.01* <br />.28 <br />WBL <br />WBT <br />WBR <br />2 <br />0 <br />1 <br />3400 <br />0 <br />1700 <br />180 <br />322 <br />510 <br />.05* <br />.30 <br />110 <br />499 <br />979 <br />.03* <br />.58 <br />WBL <br />WBT <br />WBR <br />1 <br />2 <br />1 <br />1700 <br />3400 <br />1700 <br />75 <br />1076 <br />722 <br />.04 21 .01 <br />.33* <br />.03 <br />.32* 1118 <br />.42 50 <br />Right Turn Adjustment <br />Clearance Interval <br />WBR .12* Multi <br />.05* <br />.39* <br />.05* <br />Right Turn Adjustment <br />Clearance Interval <br />WBR .08* <br />.05*.05* <br />.68TOTAL CAPACITY UTILIZATION <br />Friday, December 14, 2018 <br />.39 .80 TOTAL CAPACITY UTILIZATION .57 <br />Page 27 <br />  <br />  <br />City Council 21 – 77 4/16/2024