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<br />447 . Armstrong Av. at Valencia Av. <br />ITAM 18 Alt 2 (TUSTIN ISEC) <br />AM PK HOUR <br />448 . Armstrong Av. at Warner Av. <br />ITAM 18 Alt 2 (TUSTIN 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 />1.5 <br />0.5 <br />1 <br />7 <br />3 <br />76 <br />14 <br />18 <br />255 <br />.01 <br />.01* <br />.15 <br />NBL <br />NBT <br />NBR <br />2 <br />2 <br />d <br />3400 <br />3400 <br />1700 <br />102 <br />133 <br />49 <br />.03* <br />.04 <br />.03 <br />140 <br />323 <br />90 <br />.04 <br />.10* <br />.05 <br />3400 <br />1700 <br />.00* <br />.04 <br />SBL <br />SBT <br />SBR <br />1 <br />1 <br />0 <br />1700 <br />1700 <br />0 <br />100 <br />13 <br />65 <br />.06* <br />.05 <br />49 <br />9 <br />21 <br />.03* <br />.02 <br />SBL <br />SBT <br />SBR <br />2 <br />2 <br />1 <br />3400 <br />3400 <br />1700 <br />47 <br />296 <br />99 <br />.01 <br />.09* <br />.06 <br />64 <br />267 <br />94 <br />.02* <br />.08 <br />.06 <br />EBL <br />EBT <br />EBR <br />1 <br />2 <br />1 <br />1700 <br />3400 <br />1700 <br />10 <br />314 <br />3 <br />.01* <br />.09 <br />.00 <br />23 <br />606 <br />9 <br />.01 <br />.18* <br />.01 <br />EBL <br />EBT <br />EBR <br />1 <br />3 <br />1 <br />1700 <br />5100 <br />1700 <br />120 <br />404 <br />285 <br />.07 <br />.08* <br />.17 <br />213 <br />566 <br />272 <br />.13* <br />.11 <br />.16 <br />WBL <br />WBT <br />WBR <br />2 <br />2 <br />0 <br />3400 <br />3400 <br />0 <br />93 <br />808 <br />37 <br />.03 <br />.25* <br />71 <br />445 <br />68 <br />.02* <br />.15 <br />WBL <br />WBT <br />WBR <br />1 <br />3 <br />1 <br />1700 <br />5100 <br />1700 <br />108 <br />329 <br />47 <br />.06* <br />.06 <br />.03 <br />200 <br />646 <br />164 <br />.12 <br />.13* <br />.10 <br />Right Turn Adjustment <br />Clearance Interval <br />NBR .12* <br />.05* <br />Right Turn Adjustment <br />Clearance Interval <br />EBR .07* <br />.05*.05* <br />.37 <br />.05* <br />.43 <br />Note: Assumes N/S Split Phasing <br />TOTAL CAPACITY UTILIZATION .38 <br />TOTAL CAPACITY UTILIZATION .41 <br />453 . Red Hill Ave. at Valencia Av. <br />ITAM 18 Alt 2 (TUSTIN ISEC) <br />AM PK HOUR <br />454 . Tustin Ranch Rd. at Valencia Av. <br />ITAM 18 Alt 2 (TUSTIN 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 />1 <br />4 <br />1 <br />1700 <br />6800 <br />1700 <br />189 <br />573 <br />222 <br />.11* <br />.08 <br />.13 <br />543 <br />2403 <br />526 <br />.32* <br />.35 <br />.31 <br />NBL <br />NBT <br />NBR <br />2 <br />3 <br />1 <br />3400 <br />5100 <br />1700 <br />248 <br />487 <br />0 <br />.07* <br />.10 <br />.00 <br />425 <br />2305 <br />0 <br />.13 <br />.45* <br />.00 <br />SBL <br />SBT <br />SBR <br />1 <br />3 <br />0 <br />1700 <br />5100 <br />0 <br />98 <br />1779 <br />112 <br />.06 <br />.37* <br />100 <br />930 <br />66 <br />.06 <br />.20* <br />SBL <br />SBT <br />SBR <br />1 <br />3 <br />1 <br />1700 <br />5100 <br />1700 <br />0 <br />1962 <br />745 <br />.00 0 .00 <br />.22 <br />.17 <br />.38* 1113 <br />.44 287 <br />EBL <br />EBT <br />EBR <br />1 <br />1 <br />1 <br />1700 <br />1700 <br />1700 <br />93 <br />571 <br />263 <br />.05 <br />.34* <br />.15 <br />87 <br />265 <br />118 <br />.05 <br />.16* <br />.07 <br />EBL <br />EBT <br />EBR <br />2 <br />1 <br />1 <br />3400 <br />1700 <br />1700 <br />285 <br />60 <br />244 <br />.08* <br />.04 <br />.14 <br />580 <br />311 <br />300 <br />.17 <br />.18* <br />.18 <br />WBL <br />WBT <br />WBR <br />2 <br />1 <br />1 <br />3400 <br />1700 <br />1700 <br />438 <br />269 <br />54 <br />.13* <br />.16 <br />.03 <br />275 <br />232 <br />94 <br />.08* <br />.14 <br />.06 <br />WBL <br />WBT <br />WBR <br />1 <br />2 <br />1 <br />1700 <br />3400 <br />1700 <br />0 <br />0 <br />0 <br />.00 <br />.00* <br />.00 <br />0 <br />0 <br />0 <br />.00 <br />.00 <br />.00 <br />Clearance Interval .05* <br />1.00 <br />.05* <br />.81 <br />Right Turn Adjustment <br />Clearance Interval <br />EBR .01* <br />.05*.05* <br />.68 <br />TOTAL CAPACITY UTILIZATION <br />Friday, December 14, 2018 <br />Note: Assumes Right-Turn Overlap for SBR NBR <br />TOTAL CAPACITY UTILIZATION .59 Page 57 <br />  <br />  <br />City Council 21 – 107 4/16/2024