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127 Jamboree Rd. at E1 Camino Real <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 />245 <br />.07* <br />657 <br />.19 <br />NBT <br />4 <br />6800 <br />647 <br />.10 <br />2490 <br />.37* <br />NBR <br />1 <br />1700 <br />521 <br />.31 <br />375 <br />.22 <br />SBL <br />1 <br />1700 <br />234 <br />.14 <br />82 <br />.05* <br />SBT <br />4 <br />6800 <br />2633 <br />.39* <br />943 <br />.14 <br />SBR <br />1 <br />1700 <br />162 <br />.10 <br />293 <br />.17 <br />EBL <br />1 <br />1700 <br />71 <br />.04 <br />277 <br />.16* <br />EBT <br />1 <br />1700 <br />204 <br />.12* <br />196 <br />.12 <br />EBR <br />2 <br />3400 <br />269 <br />.08 <br />397 <br />.12 <br />WBL <br />2 <br />3400 <br />359 <br />.11* <br />498 <br />.15 <br />WBT <br />2 <br />3400 <br />153 <br />.06 <br />346 <br />.17* <br />WBR <br />0 <br />0 <br />62 <br />216 <br />Clearance <br />Interval <br />.05* <br />.05* <br />Note: <br />Assumes <br />Right -Turn <br />Overlap <br />for EBR <br />TOTAL CAPACITY UTILIZATION .74 <br />129 Jamboree Rd. at I-5 SB Ramps <br />128 Jamboree Rd. at I-5 NB 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 />1055 <br />.16 <br />2659 <br />.39* <br />NBR <br />f <br />580 <br />570 <br />SBL <br />0 0 <br />0 <br />0 <br />SBT <br />4 6800 <br />2933 <br />.43* <br />1577 <br />.23 <br />SBR <br />f <br />479 <br />300 <br />EBL <br />0 0 <br />0 <br />0 <br />EBT <br />0 0 <br />0 <br />0 <br />EBR <br />0 0 <br />0 <br />0 <br />WBL <br />1.5 <br />1297 <br />.38* <br />453 <br />.27* <br />WBT <br />0 5100 <br />1 <br />0 <br />WBR <br />1.5 <br />395 <br />.23 <br />991 <br />.29 <br />Right <br />Turn Adjustment <br />WBR <br />.02* <br />Clearance Interval <br />.05* <br />.05* <br />80 TOTAL CAPACITY UTILIZATION .86 .73 <br />130 Jamboree Rd. at Michelle Dr. <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 />1177 <br />.17 <br />2748 <br />.40* <br />NBR <br />f <br />401 <br />1420 <br />SBL <br />0 0 <br />0 <br />0 <br />SBT <br />4 6800 <br />3349 <br />.49* <br />1650 <br />.24 <br />SBR <br />f <br />852 <br />440 <br />EBL <br />2 3400 <br />427 <br />.13* <br />472 <br />.14* <br />EBT <br />0 0 <br />0 <br />0 <br />EBR <br />2 3400 <br />733 <br />.22 <br />850 <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 />.09* <br />Clearance Interval <br />.05* <br />.05* <br />ITAM <br />18 Alt 2 <br />(IRVINE <br />ISEC) <br />AM PK <br />HOUR <br />PM <br />PK HOUR <br />LANES <br />CAPACITY <br />VOL <br />V/C <br />VOL <br />V/C <br />NBL <br />1 <br />1700 <br />177 <br />.10* <br />101 <br />.06 <br />NBT <br />4 <br />6800 <br />1401 <br />.21 <br />3504 <br />.52* <br />NBR <br />d <br />1700 <br />60 <br />.04 <br />7 <br />.00 <br />SBL <br />1 <br />1700 <br />37 <br />.02 <br />26 <br />.02* <br />SBT <br />4 <br />6800 <br />3414 <br />.50* <br />2272 <br />.33 <br />SBR <br />d <br />1700 <br />658 <br />.39 <br />254 <br />.15 <br />EBL <br />2 <br />3400 <br />181 <br />.05* <br />563 <br />.17* <br />EBT <br />0.5 <br />3400 <br />3 <br />.00 <br />17 <br />{.011 <br />EBR <br />1.5 <br />80 <br />195 <br />WBL <br />1 <br />1700 <br />6 <br />.00 <br />26 <br />.02 <br />WBT <br />1 <br />1700 <br />5 <br />.01* <br />5 <br />.04* <br />WBR <br />0 <br />0 <br />8 <br />59 <br />Clearance Interval <br />.05* <br />.05* <br />TOTAL CAPACITY UTILIZATION .71 .80 <br />TOTAL CAPACITY UTILIZATION .76 .59 <br />Friday, December 14, 2018 <br />Page 11 <br />