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3 Newport Av. at Edinger Av. <br />ITAM <br />18 Alt 2 <br />(TUSTIN 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 />770 <br />.23* <br />994 <br />.29* <br />NBT <br />3 <br />5100 <br />0 <br />.00 <br />0 <br />.00 <br />NBR <br />d <br />1700 <br />194 <br />.11 <br />398 <br />.23 <br />SBL <br />2 <br />3400 <br />0 <br />.00 <br />0 <br />.00 <br />SBT <br />3 <br />5100 <br />0 <br />.00* <br />0 <br />.00* <br />SBR <br />1 <br />1700 <br />0 <br />.00 <br />0 <br />.00 <br />EBL <br />2 <br />3400 <br />0 <br />.00 <br />0 <br />.00 <br />EBT <br />3 <br />5100 <br />1936 <br />.38* <br />1155 <br />.23* <br />EBR <br />1 <br />1700 <br />1654 <br />.97 <br />548 <br />.32 <br />WBL <br />1 <br />1700 <br />216 <br />.13* <br />173 <br />.10* <br />WBT <br />3 <br />5100 <br />1550 <br />.30 <br />1580 <br />.31 <br />WBR <br />f <br />0 <br />0 <br />Right <br />Turn Adjustment <br />EBR <br />.36* <br />Clearance <br />Interval <br />.05* <br />.05* <br />Note: <br />Assumes <br />Right -Turn <br />Overlap <br />for EBR <br />TOTAL CAPACITY UTILIZATION 1.15 .67 <br />18 Newport Av. at Bryan Av. <br />ITAM <br />18 Alt 2 <br />(TUSTIN <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 />1 <br />1700 <br />45 <br />.03* <br />101 <br />.06 <br />NBT <br />3 <br />5100 <br />709 <br />.14 <br />1618 <br />.32* <br />NBR <br />0 <br />0 <br />22 <br />23 <br />SBL <br />1 <br />1700 <br />65 <br />.04 <br />68 <br />.04* <br />SBT <br />3 <br />5100 <br />2122 <br />.43* <br />1047 <br />.21 <br />SBR <br />0 <br />0 <br />51 <br />33 <br />EBL <br />1 <br />1700 <br />23 <br />.01* <br />26 <br />.02* <br />EBT <br />1 <br />1700 <br />24 <br />.01 <br />29 <br />.02 <br />EBR <br />1 <br />1700 <br />73 <br />.04 <br />119 <br />.07 <br />WBL <br />1 <br />1700 <br />21 <br />.01 <br />53 <br />.03 <br />WBT <br />1 <br />1700 <br />36 <br />.02* <br />75 <br />.04* <br />WBR <br />1 <br />1700 <br />140 <br />.08 <br />457 <br />.27 <br />Right <br />Turn Adjustment <br />WBR <br />.20* <br />Clearance Interval <br />.05* <br />.05* <br />14 Walnut Av. at McFadden St. <br />ITAM <br />18 Alt 2 (TUSTIN <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 />2 3400 <br />319 <br />.09* <br />598 <br />.18* <br />NBT <br />0 0 <br />0 <br />0 <br />NBR <br />1 1700 <br />7 <br />.00 <br />59 <br />.03 <br />SBL <br />0 0 <br />0 <br />0 <br />SBT <br />0 0 <br />0 <br />0 <br />SBR <br />0 0 <br />0 <br />0 <br />EBL <br />0 0 <br />0 <br />0 <br />EBT <br />2 3400 <br />383 <br />.23* <br />551 <br />.28* <br />EBR <br />0 0 <br />678 <br />.40 <br />388 <br />WBL <br />1 1700 <br />42 <br />.02* <br />42 <br />.02* <br />WBT <br />2 3400 <br />751 <br />.22 <br />442 <br />.13 <br />WBR <br />0 0 <br />0 <br />0 <br />Right <br />Turn Adjustment <br />EBR <br />.10* <br />Clearance Interval <br />.05* <br />.05* <br />TOTAL CAPACITY UTILIZATION .49 .53 <br />19 Newport Av. at Main St. <br />ITAM <br />18 Alt 2 <br />(TUSTIN <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 />1 <br />1700 <br />165 <br />.10* <br />278 <br />.16* <br />NBT <br />3 <br />5100 <br />623 <br />.15 <br />1469 <br />.32 <br />NBR <br />0 <br />0 <br />146 <br />174 <br />SBL <br />1 <br />1700 <br />118 <br />.07 <br />78 <br />.05 <br />SBT <br />3 <br />5100 <br />1907 <br />.41* <br />957 <br />.22* <br />SBR <br />0 <br />0 <br />166 <br />184 <br />EBL <br />1 <br />1700 <br />131 <br />.08 <br />252 <br />.15* <br />EBT <br />2 <br />3400 <br />526 <br />.15* <br />418 <br />.12 <br />EBR <br />1 <br />1700 <br />305 <br />.18 <br />270 <br />.16 <br />WBL <br />1 <br />1700 <br />217 <br />.13* <br />253 <br />.15 <br />WBT <br />2 <br />3400 <br />368 <br />.11 <br />688 <br />.20* <br />WBR <br />1 <br />1700 <br />16 <br />.01 <br />39 <br />.02 <br />Clearance Interval <br />.05* <br />.05* <br />TOTAL CAPACITY UTILIZATION <br />.84 .78 <br />Page 49 <br />TOTAL CAPACITY UTILIZATION .54 .67 <br />Friday, December 14, 2018 <br />