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<br />233 . Culver Dr. at I-405 SB Ramps <br />ITAM 18 Alt 2 (IRVINE ISEC) <br />AM PK HOUR <br />234 . Culver Dr. at Michelson Dr. <br />ITAM 18 Alt 2 (IRVINE ISEC) <br />AM PK HOURPM 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 />3 <br />f <br />0 <br />5100 <br />0 <br />1393 <br />570 <br />0 <br />1714 <br />1242 <br />NBL <br />NBT <br />NBR <br />2 <br />3 <br />0 <br />3400 <br />5100 <br />0 <br />224 <br />1208 <br />29 <br />.07* <br />.24 <br />373 <br />1796 <br />25 <br />.11 <br />.36*.27 .34 <br />SBL <br />SBT <br />SBR <br />0 <br />3 <br />f <br />0 <br />5100 <br />0 <br />2390 <br />430 <br />0 SBL <br />SBT <br />SBR <br />2 <br />3 <br />1 <br />3400 <br />5100 <br />1700 <br />211 <br />1823 <br />726 <br />.06 443 .13* <br />.26 <br />.25 <br />.47* 1798 <br />400 <br />.35*.36* 1319 <br />.43 431 <br />EBL <br />EBT <br />EBR <br />1.5 <br />0 <br />1.5 <br />727 <br />0 <br />360 <br />.21* 1078 <br />0 <br />.32* <br />.25 <br />EBL <br />EBT <br />EBR <br />2 <br />1 <br />1 <br />3400 <br />1700 <br />1700 <br />359 <br />181 <br />171 <br />.11* <br />.11 <br />.10 <br />911 <br />341 <br />250 <br />.27* <br />.20 <br />.15 <br />5100 <br />.21 429 <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 />1 <br />1.5 <br />1.5 <br />1700 <br />5100 <br />85 .05 91 .05 <br />174 {.05}* <br />260 {.01} <br />187 {.06}* <br />223 {.03} <br />Clearance Interval <br />TOTAL CAPACITY UTILIZATION <br />.05* <br />.73 <br />.05* <br />.72 <br />Clearance Interval .05* <br />.64 <br />.05* <br />.87TOTAL CAPACITY UTILIZATION <br />235 . Culver Dr. at University Dr. <br />ITAM 18 Alt 2 (IRVINE ISEC) <br />AM PK HOUR <br />337 . Von Karman Ave. at Quartz <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 />2 <br />4 <br />2 <br />3400 <br />6800 <br />3400 <br />61 <br />1176 <br />784 <br />.02* <br />.17 <br />.23 <br />56 <br />1523 <br />820 <br />.02* <br />.22 <br />.24 <br />NBL <br />NBT <br />NBR <br />1 <br />2 <br />1 <br />1700 <br />3400 <br />1700 <br />260 <br />1246 <br />229 <br />.15* <br />.37 <br />.13 <br />118 <br />2145 <br />70 <br />.07 <br />.63* <br />.04 <br />SBL <br />SBT <br />SBR <br />2 <br />3 <br />d <br />3400 <br />5100 <br />1700 <br />61 <br />1367 <br />369 <br />.02 67 .02 <br />.22* <br />.13 <br />SBL <br />SBT <br />SBR <br />1 <br />2 <br />d <br />1700 <br />3400 <br />1700 <br />428 <br />1899 <br />468 <br />.25 76 .04* <br />.37 <br />.08 <br />.27* 1123 .56* 1251 <br />.22 214 .28 141 <br />EBL <br />EBT <br />EBR <br />2 <br />3 <br />d <br />3400 <br />5100 <br />1700 <br />99 <br />1155 <br />73 <br />.03 418 .12 <br />.33* <br />.04 <br />EBL <br />EBT <br />EBR <br />2 <br />1 <br />1 <br />3400 <br />1700 <br />1700 <br />42 <br />6 <br />51 <br />.01 <br />.00* <br />.03 <br />393 <br />14 <br />277 <br />.12* <br />.01 <br />.16 <br />.23* 1662 <br />.04 70 <br />WBL <br />WBT <br />WBR <br />2 <br />3 <br />0 <br />3400 <br />5100 <br />0 <br />1030 <br />1810 <br />45 <br />.30* <br />.36 <br />777 <br />1290 <br />79 <br />.23* <br />.27 <br />WBL <br />WBT <br />WBR <br />1 <br />1 <br />f <br />1700 <br />1700 <br />42 <br />7 <br />91 <br />.02* <br />.00 <br />92 <br />11 <br />422 <br />.05 <br />.01* <br />Clearance Interval .05*.05* <br />.85 <br />Clearance Interval <br />TOTAL CAPACITY UTILIZATION <br />.05* <br />.78 <br />.05* <br />.85 <br />Note: Assumes Right-Turn Overlap for NBR <br />TOTAL CAPACITY UTILIZATION <br />Friday, December 14, 2018 <br />.87 <br />Page 26 <br />  <br />  <br />City Council 21 – 76 4/16/2024