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I I I I I I I I I I I I I I I I I I I WOODE:R I D6~ PROPERT I ES, CENTF.:~ PO 1. NTE E:U~::; 1 NESS PAkf< CLEVELAND AVENUE AT ENTRANCE #2 199.5 f:-HOUR AVE.Fi:AGE. VOLUME 10/12/8::: SIGNAL8.5/TEAPAC - CAPACITY ANALYSIS WOfiKSHEET INTERSECTION AVERAG~S: DE GF,EE OF SA Tl.lRA TI ON . 20 VEH I CULAR DE.LA Y E.. 7 L~ VEL OF SE.RV I CE. E:+ SE(NEt~CE 11 ------------------------- PHASE 1 PHASE 2 -------~----------------- ! + + ! + + !<+ + I V ! I I r A <~: :t: :t: :t: ~: :t: ! I ! ! A !++++ ! j:U:t::t: ! V ------------------------- 6/C= .513 G/C= .387 ! G= 3~).8 " ! G= 23.2 n ! ! y= 3.0" ! y= 3.0" ! ------------------------- c= 60 ::;EC 6= 54.0 ::;EC = 90. OX V= E.. 0 S~C = 1 1).0% PE.D= .!) ::;E.l: = .0% ------------------------------------------------------------------------- ! ! WDTH ! SIC ! CAPACITY ! NOVt1NT ! IU~S I RE!~D USED! C (VPH) E AUJ ! ! L ! MAXIMUM! OHV ! DELAY ! S! iiIJEUE! ------------------------------------------------------------------------- N APPROACH S.8 f:+ -------------~------------------------------------------------~---------- ------------------------------------------------------------------------- TH+RT! 24/2! .09! .Sl! 17t.', ! 1789! 231! S.8! E:+! 4::: FT ! ------------------------------------------------------------------------- S APPROACH b.:;; 8+ -----~---------------~-------------~-----~------------------------------- ------------------------------------------------------------------------- !LT+TH ! 24/2! .16! .Sl! 178', ! 1803! 464! 6.3 !li:::+! % FT ! ------------------------------------------------------------------------- YJ APPROACH 9.2 B+ ----------~-----------------------------~--------------~----------------- ------------------------------------------------------------------------- RT ! 12/1 ! L T ! 1211 ! P I :::q I .s17 j S76 ! 119 ! ,;. (iE, I :::'=:1 I 60"1. I trE,2 I 60 I 9.3 '*8+! 60 FT ! 8.9 ! B+! 30 FT ! -------------------------------------------------------------------------