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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 />WOODBRIDGE PROPERTIES, CENTRE POINTE BUSINESS PAHK <br />COI.JNTY F<:OAD D AT CLEVELAND AVENUE <br />1995 8-HOUR AVERAGE VOLUME 10/12/88 <br /> <br />SIGNAL85/TEAF'AC - CAF'ACITY ANALYSIS WOfllSHEET <br /> <br />INTERSECTION AVERAGES: <br />DEGREE OF SATURATION <br /> <br />. ~. , <br /> <br />VEHICULAH DELAY 11.8 <br /> <br />LEVEL OF SERV1CE 8 <br /> <br />SEcA!ENCE 11 <br /> <br />------------------------- <br /> <br />PHAt;E 1 <br /> <br />FtHA~:;E 2 <br /> <br />------------------------- <br /> <br />! + + + <br />! + + + <br />!<+ + +> <br />V <br /> <br />I <br />I <br />I <br />! A <br />A ! ++++ <br /><1: + +>!++++> <br />J + + ! ++++ <br />~: + +! V <br /> <br />A ! <br />l:U:JI <br />(:n:ll! <br />~:l:q.:! <br />V ! <br />I <br />I <br />I <br /> <br />------------------------- <br /> <br />! S/C= .503 ! 6/C= .430 ! <br />! G= 45.3 >> ! G= 38.7 >> ! <br />I y= 3.0>> ! Y= 3.0>> ! <br /> <br />------------------------- <br /> <br />C= 90 SEC 6= 84.0 SEC = 93.3% v= 6.0 S~C = 6.7% PED= .0 SEC = .OX <br /> <br />------------------------------------------------------------------------- <br /> <br />! ! WOTH ! SIC CAPACITY <br />! MOVMNT ! iLNS ! REQD USED! C (VPH) E <br /> <br />AUJ 1 ! L ! MAXIMUM! <br />OHV ! DELAY ! S! QUEUE! <br /> <br />--------------------------------------------------------------~---------- <br /> <br />N APPROACH <br /> <br />e . 7 E~+ <br /> <br />--------~------------------------------------------------------~----~~~-- <br />------------------------------------------------------------------------- <br /> <br />RT I 12/1 I 1t, ..50 I 6.S2 723 ! -57 I t: c' I f;+! :3.5 FT <br /> . ,_i <br />TH I 12/1 j 16 I SO I ~::LO I 901 I .57 j 8.7 I E:;+ ! .:'i: FT I <br />.1., <br />LT I 12/1 I 1.5 I SO I -S49 I 622 I 1.5 j :::. t- o E;+1 2.5 FT I <br /> <br />------------------------------------------------------------------------- <br /> <br />E AF'Pf:;:OACH <br /> <br />13.S E; <br /> <br />-------------------------------------------------------------------~-~--- <br />------------------------------~---------------------~-------------------- <br /> <br />!LT+TH+F<:T! 12/1! .26! 4::: I S80! 677! 2-'5'3 I 1::::..5 !:t:t; ! 184 FT ! <br /> <br />------------------------------------------------------------------------- <br /> <br />S APPROACH <br /> <br />10.4 8 <br /> <br />----~---------------------------------~---------------------------------- <br />------------------------------------------------------------------------- <br /> <br />RT 1 12/1 I .1E. I .-50 I f.-56 ! 7.:":' I 41 I B.7 I f;+1 :Lb FT I <br />. t. ~ <br />TH I 12/1 I .21 I ..50 I 807 I t::::7 I 1 E:l I 9.4 I 8+! 11,5 FT 1 <br />LT j 12/1 I .:31 I ..50 I 64:::: j 71'3 I .:;.')."') I 11.2 !*E: ! 204 FT ! <br />'-~~~ <br /> <br />----~--~---------------------------------------------------------------~~ <br /> <br />W AF'FROACH <br /> <br />1:::.:3 E: <br /> <br />---------------~--------------------------------------------------------- <br />------------~-------------------------~---------------------------------- <br /> <br />!LT+TH+RT! 24/2! .24! .4:3! 1114 I 12:3:3! 4S1! 13.:3! E: ! 16:::: FT ! <br /> <br />------------------------------------------------------------------------- <br />