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<br />221 . Culver Dr. at Bryan Av. <br />ITAM 18 Alt 2 (IRVINE ISEC) <br />222 . Culver Dr. at Trabuco Rd. <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 <br />.13 <br />.20 <br />VOL V/C <br />NBL <br />NBT <br />NBR <br />2 <br />3 <br />1 <br />3400 <br />5100 <br />1700 <br />270 <br />588 <br />244 <br />.08* <br />.12 <br />.14 <br />689 <br />1639 <br />363 <br />.20* <br />.32 <br />.21 <br />NBL <br />NBT <br />NBR <br />0 <br />3 <br />f <br />0 <br />5100 <br />0 <br />657 <br />973 <br />0 <br />2033 <br />1190 <br />.40* <br />SBL <br />SBT <br />SBR <br />2 <br />3 <br />d <br />3400 <br />5100 <br />1700 <br />141 <br />1892 <br />342 <br />.04 <br />.37* <br />.20 <br />78 <br />698 <br />103 <br />.02 <br />.14* <br />.06 <br />SBL <br />SBT <br />SBR <br />1 <br />3 <br />f <br />1700 <br />5100 <br />339 <br />2684 <br />652 <br />163 .10* <br />.25.53* 1284 <br />175 <br />EBL <br />EBT <br />EBR <br />2 <br />1.5 <br />1.5 <br />3400 <br />5100 <br />252 <br />345 {.14}* <br />475 <br />.07 253 <br />579 {.17} <br />457 {.12} <br />.07*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 />WBL <br />WBT <br />WBR <br />2 <br />2 <br />0 <br />3400 <br />3400 <br />0 <br />494 <br />538 <br />121 <br />.15* <br />.19 <br />214 <br />758 <br />108 <br />.06 <br />.25* <br />WBL <br />WBT <br />WBR <br />2 <br />0 <br />2 <br />3400 <br />0 <br />3400 <br />879 <br />0 <br />480 <br />.26* <br />.14 <br />765 <br />0 <br />824 <br />.23* <br />.24 <br />Clearance Interval .05*.05* <br />.71 <br />Clearance Interval .05* <br />.84 <br />.05* <br />.78 <br />Note: Assumes Right-Turn Overlap for NBR <br />TOTAL CAPACITY UTILIZATION <br />TOTAL CAPACITY UTILIZATION .79 <br />223 . Culver Dr. at I-5 SB Ramps <br />ITAM 18 Alt 2 (IRVINE ISEC) <br />AM PK HOUR <br />224 . Culver Dr. at Walnut Av. <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 />4 <br />f <br />0 <br />6800 <br />0 <br />1282 <br />334 <br />0 <br />2461 <br />559 <br />NBL <br />NBT <br />NBR <br />2 <br />3 <br />1 <br />3400 <br />5100 <br />1700 <br />140 <br />891 <br />342 <br />.04* <br />.17 <br />.20 <br />241 <br />1991 <br />331 <br />.07 <br />.39* <br />.19 <br />.19 .36* <br />SBL <br />SBT <br />SBR <br />0 <br />3 <br />f <br />0 <br />5100 <br />0 <br />2638 <br />595 <br />0 SBL <br />SBT <br />SBR <br />2 <br />3 <br />1 <br />3400 <br />5100 <br />1700 <br />196 <br />2073 <br />424 <br />.06 347 .10* <br />.28 <br />.23 <br />.52* 1720 <br />300 <br />.34 .41* 1420 <br />.25 395 <br />EBL <br />EBT <br />EBR <br />3 <br />0 <br />2 <br />5100 <br />0 <br />3400 <br />388 <br />0 <br />452 <br />.08* <br />.13 <br />975 <br />0 <br />836 <br />.19* <br />.25 <br />EBL <br />EBT <br />EBR <br />2 <br />2 <br />1 <br />3400 <br />3400 <br />1700 <br />419 <br />612 <br />252 <br />.12 <br />.18* <br />.15 <br />599 <br />552 <br />131 <br />.18* <br />.16 <br />.08 <br />WBL <br />WBT <br />WBR <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 />WBL <br />WBT <br />WBR <br />2 <br />2 <br />1 <br />3400 <br />3400 <br />1700 <br />456 <br />586 <br />280 <br />.13* <br />.17 <br />.16 <br />369 <br />663 <br />249 <br />.11 <br />.20* <br />.15 <br />Right Turn Adjustment <br />Clearance Interval <br />EBR .05* <br />.05* <br />EBR .04* <br />.05* <br />Clearance Interval .05*.05* <br />Note: Assumes Right-Turn Overlap for NBR <br />TOTAL CAPACITY UTILIZATION <br />Friday, December 14, 2018 <br />.70 .64 TOTAL CAPACITY UTILIZATION .81 .92 <br />Page 23 <br />  <br />  <br />City Council 21 – 73 4/16/2024