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<br />I <br />I <br />I <br />I <br />I <br />I. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />__ ._._.. _____ '0-.. '_..._H... .....,.. .",,_ . ..._....._ .... _ .___ __ <br /> <br />WOODBR IDGE PROPE.RTI ES ) CENTRE PO HHE Bl./::; mESS PAkK <br />CLEVELAND AVENUE AT ENTRANCE #1 <br />1995 8-HOUR AVERAGE VOLUMt 10/12/88 <br /> <br />SIGNAL85/TEAPAC - CAPACITY ANALYSIS WORKSHEET <br /> <br />INTERSECTION AVERAGES: <br />DEGREE OF SATURATION . If~ VEHICULAR DELAY 5.0 U.VE.L OF SERViCE E:+ <br /> <br />SEI~UENCE 11 <br /> <br />------------------------- <br /> <br />PHASE 1 <br /> <br />PHA::;E 2 <br /> <br />------------------------- <br /> <br />! + + <br />1 + + <br />1<+ + <br />I V <br />I <br />I <br />! <br />I <br /> <br />A <br />:t:lll <br /> <br />A <br />at <br />:t: * <br />~: l <br /> <br />++++ <br />1 V <br /> <br />------------------------- <br /> <br />G/C= .603 G/C= .297 <br />~ G= 36.2 JJ ~ G= 17.8 JI ~ <br />! y= 3.0" ! Y= 3.0" ! <br /> <br />------------------------- <br /> <br />C= 60 SEC G= 54.0 SEC = 90.0% y= 6.0 S~C = 10.0t PEU= .0 SEC = .Ot <br /> <br />-----------------------~-~----------------------------------------~------ <br /> <br />( ! WOTH ! SIC CAPACITY <br />! MOVMNT ! /LNS I REQO USED! C (VPH) E <br /> <br />AU] ! ! L ! MAXIMUM! <br />0HV ! OELAY ! S! (~UEl)~! <br /> <br />------------------------------------------------------------------------- <br /> <br />N AF'F'ROACH <br /> <br />:~:. t~ A <br /> <br />----~------------------------------~---------~--------------------------- <br />------------------------------------------------------------------------- <br /> <br />TH+RT! 24/2! .09! .60! 2106 ! 2106! 224! 3.8! A! 37 FT ! <br /> <br />------------------------------------------------------------------------- <br /> <br />:::: APPROACH <br /> <br />4.2 A <br /> <br />------------------------------------------------------------------------- <br />------------------------------------------------------------------------- <br /> <br />!LT+TH ! 24/2! .17! .60! 2126 ! 2126! 494! 4.2 !~A! 83 FT ! <br /> <br />------------------------------------------------------------------------- <br /> <br />W APPROACH <br /> <br />11.6 E: <br /> <br />------------------------------------------------------------------------- <br />------------------------------------------------------------------------- <br /> <br />RT ! 12/1! .06! . :;:O! 37S! 442! 4'3! 11 . Eo ! e! 2::; FT ! <br />LT ! 12/1! .Ot.! .:30! 4:39! -50'j! .54! 11.6 !*E:! ~:1 FT! <br /> <br />------------------------------------------------------------------------- <br />