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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 />WOODBR IDGE PROfERTI H; J CENTRE. PO 1 NTE Blf:; INE~;::: PAf,:K <br />CLEVELAND AVENUE AT COUNTY ROAD C-2(ENTRANCE #3) <br />1995 8-HOUR AVERAG~ VOLUME 10/12/88 <br /> <br />SIGNAL8S/TEAPAC - CAPACITY ANALYSIS WORKSHEET <br /> <br />INTERSECTION AVERAGtS: <br />DEGREE OF SATURATION <br /> <br />SE(~!)ENCE 11 <br /> <br />.-:.~t <br />L.' , <br /> <br />VEH1CULAf.: DELAY <br /> <br />....1 Ii <br />c'. .:. <br /> <br />LE.VEL OF SE.RVlCE. B+ <br /> <br />PHASE 1 <br /> <br />------------------------- <br /> <br />PHASE 2 <br /> <br />------------------------- <br /> <br />! + + + <br />! + + + <br />!(+ + +.> <br />! V <br />I <br />! <br />I <br />I <br /> <br />I <br />I <br />I <br />! A <br />A ! ++++ <br />.q: * t>! <br />;f: l l ! n:ll <br />t t ~:! V <br /> <br />A ! <br />++++! <br /><++++! <br />++++! <br />V ! <br />I <br />I <br />I <br /> <br />------------------------- <br /> <br />! 6/C= .351 ! 6/C= .549 ! <br />! G= 21.0 n ! G= 33.0 n ! <br />! y= 3.0 g ! y= 3.0 g ! <br /> <br />------------------------- <br /> <br />c= 60 SEC 6= 54.0 SE.C = 90.0~ y= 6.0 S~C = 10.0~ P~D= .0 S~C = .Ot <br /> <br />-------------~----------------------------------------------------------- <br /> <br />! ! WDTH ! GIG ! CA~AGITY <br />! MiWMNT ! ILNS ! RE(~O I):::EO! C (VPH) E <br /> <br />AUJ ! ! L ! MAXIMUM! <br />OHV ! iJELAY ! S! tWEUE! <br /> <br />------------------------------------------------------------------------- <br /> <br />N AF'F'ROACH <br /> <br />10.6 8 <br /> <br />!LT+TH+RT! 24/2 ! <br /> <br />-------------------------~-~---------------------------------~-~--------- <br />------------------------------------------------------------------------- <br /> <br />.35 ! 1147 ! 1214! 308! 10.6! B! 83 FT ! <br /> <br />1~' I <br />. L. . <br /> <br />------------------------------------------------------------------------- <br /> <br />E APPROACH <br /> <br />---------~--~-----------~------------------------------------------------ <br />------------------------------------------------------------------------- <br /> <br />4.8 A <br /> <br />!LT+TH+RT! 12/1! .07! .55! 766! 804! 59! 4.8! A! 25 FT ! <br /> <br />---------~-~------------------------------------------~-------------~---- <br /> <br />S APPROACH <br /> <br />---------~-----------------------------~--------------------------------- <br />------------------------------------------------------------------------- <br /> <br />11.0 8 <br /> <br />!LT+TH+RT! 2412! .15! .35! 10'3:3 ! 1161! :;:99! 11.0 !l8 ! 10'3 FT ! <br /> <br />------------------------------------------------------------------------- <br /> <br />W APPROACH <br /> <br />----------------------~--~--------------------------------~-~~----------- <br />------------------------------------------------------------------------- <br /> <br />5.6 8+ <br /> <br />RT ! 12/1 ! <br />LT ! 12/1 ! <br /> <br />....'...1 I .s.s I 7SS I 79:3 I 269 I <br />...:....:,. <br />1 1 I SS I B20 I f~S7 j 1 12 I <br /> <br />5.8 !*B+! 102 FT ! <br />5.0 ! A! 42 FT ! <br /> <br />------------------------------------------------------------------------- <br />