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221 Culver Dr. at Bryan Av. <br />ITAM <br />18 Alt 2 <br />(IRVINE ISEC) <br />AM PK <br />HOUR <br />PM PK <br />HOUR <br />LANES <br />CAPACITY <br />VOL <br />V/C <br />VOL <br />V/C <br />NBL <br />2 <br />3400 <br />270 <br />.08* <br />689 <br />.20* <br />NBT <br />3 <br />5100 <br />588 <br />.12 <br />1639 <br />.32 <br />NBR <br />1 <br />1700 <br />244 <br />.14 <br />363 <br />.21 <br />SBL <br />2 <br />3400 <br />141 <br />.04 <br />78 <br />.02 <br />SBT <br />3 <br />5100 <br />1892 <br />.37* <br />698 <br />.14* <br />SBR <br />d <br />1700 <br />342 <br />.20 <br />103 <br />.06 <br />EBL <br />2 <br />3400 <br />252 <br />.07 <br />253 <br />.07* <br />EBT <br />1.5 <br />5100 <br />345 (.14}* <br />579 <br />{.17} <br />EBR <br />1.5 <br />475 <br />457 <br />{.12} <br />WBL <br />2 <br />3400 <br />494 <br />.15* <br />214 <br />.06 <br />WBT <br />2 <br />3400 <br />538 <br />.19 <br />758 <br />.25* <br />WBR <br />0 <br />0 <br />121 <br />108 <br />Clearance <br />Interval <br />.05* <br />.05* <br />Note: <br />Assumes <br />Right -Turn <br />Overlap <br />for NBR <br />TOTAL CAPACITY UTILIZATION .79 .71 <br />223 Culver Dr. at I-5 SB Ramps <br />ITAM <br />18 Alt 2 (IRVINE <br />ISEC) <br />AM PK <br />HOUR <br />PM PK <br />HOUR <br />LANES CAPACITY <br />VOL <br />V/C <br />VOL <br />V/C <br />NBL <br />0 0 <br />0 <br />0 <br />NBT <br />4 6800 <br />1282 <br />.19 <br />2461 <br />.36* <br />NBR <br />f <br />334 <br />559 <br />SBL <br />0 0 <br />0 <br />0 <br />SBT <br />3 5100 <br />2638 <br />.52* <br />1720 <br />.34 <br />SBR <br />f <br />595 <br />300 <br />EBL <br />3 5100 <br />388 <br />.08* <br />975 <br />.19* <br />EBT <br />0 0 <br />0 <br />0 <br />EBR <br />2 3400 <br />452 <br />.13 <br />836 <br />.25 <br />WBL <br />0 0 <br />0 <br />0 <br />WBT <br />0 0 <br />0 <br />0 <br />WBR <br />0 0 <br />0 <br />0 <br />Right <br />Turn Adjustment <br />EBR <br />.05* <br />EBR <br />.04* <br />Clearance Interval <br />.05* <br />.05* <br />222 Culver Dr. at Trabuco Rd. <br />ITAM <br />18 Alt 2 <br />(IRVINE <br />ISEC) <br />AM PK <br />HOUR <br />PM PK <br />HOUR <br />LANES <br />CAPACITY <br />VOL <br />V/C <br />VOL <br />V/C <br />NBL <br />0 <br />0 <br />0 <br />0 <br />NBT <br />3 <br />5100 <br />657 <br />.13 <br />2033 <br />.40* <br />NBR <br />f <br />973 <br />1190 <br />SBL <br />1 <br />1700 <br />339 <br />.20 <br />163 <br />.10* <br />SBT <br />3 <br />5100 <br />2684 <br />.53* <br />1284 <br />.25 <br />SBR <br />f <br />652 <br />175 <br />EBL <br />0 <br />0 <br />0 <br />0 <br />EBT <br />0 <br />0 <br />0 <br />0 <br />EBR <br />0 <br />0 <br />0 <br />0 <br />WBL <br />2 <br />3400 <br />879 <br />.26* <br />765 <br />.23* <br />WBT <br />0 <br />0 <br />0 <br />0 <br />WBR <br />2 <br />3400 <br />480 <br />.14 <br />824 <br />.24 <br />Clearance Interval <br />.05* <br />.05* <br />TOTAL CAPACITY UTILIZATION .84 .78 <br />224 Culver Dr. at Walnut Av. <br />ITAM <br />18 Alt 2 <br />(IRVINE ISEC) <br />AM PK <br />HOUR <br />PM PK <br />HOUR <br />LANES <br />CAPACITY <br />VOL <br />V/C <br />VOL <br />V/C <br />NBL <br />2 <br />3400 <br />140 <br />.04* <br />241 <br />.07 <br />NBT <br />3 <br />5100 <br />891 <br />.17 <br />1991 <br />.39* <br />NBR <br />1 <br />1700 <br />342 <br />.20 <br />331 <br />.19 <br />SBL <br />2 <br />3400 <br />196 <br />.06 <br />347 <br />.10* <br />SBT <br />3 <br />5100 <br />2073 <br />.41* <br />1420 <br />.28 <br />SBR <br />1 <br />1700 <br />424 <br />.25 <br />395 <br />.23 <br />EBL <br />2 <br />3400 <br />419 <br />.12 <br />599 <br />.18* <br />EBT <br />2 <br />3400 <br />612 <br />.18* <br />552 <br />.16 <br />EBR <br />1 <br />1700 <br />252 <br />.15 <br />131 <br />.08 <br />WBL <br />2 <br />3400 <br />456 <br />.13* <br />369 <br />.11 <br />WBT <br />2 <br />3400 <br />586 <br />.17 <br />663 <br />.20* <br />WBR <br />1 <br />1700 <br />280 <br />.16 <br />249 <br />.15 <br />Clearance <br />Interval <br />.05* <br />.05* <br />Note: <br />Assumes <br />Right -Turn <br />Overlap <br />for NBR <br />TOTAL CAPACITY UTILIZATION .70 .64 TOTAL CAPACITY UTILIZATION .81 .92 <br />Friday, December 14, 2018 Page 23 <br />