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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, CENTR~ POINTE BUSINESS PA~K <br />CLEVELAND AVENUE AT I-35W NB RAMPS <br />1995 PM PEAK HOUR VOLUME 10/12/88 <br /> <br />SIGNAL85/TEAPAC - CAPACITY ANALYSIS WORKSHEET <br />INTERSECTION AVERAG~S: <br />DEGREE OF SATURATION <br /> <br />7,.:' <br />" <br /> <br />VEHICULAR DELAY 35.0 <br /> <br />LEVEL Of SERVICE D <br /> <br />SE<jiJENCE 31 <br /> <br />------------------------------------- <br /> <br />PHASE 1 <br /> <br />PHA~;E 2 <br /> <br />PHASE :3 <br /> <br />------------------------------------- <br /> <br />! * t + ! A! <br />, * * + I ++++! <br />!<* * +> I I <br />! V ! A ++++! <br />A! A '**** V ! <br />! (): + +>! <+ + +> q::P:t> I <br />1++++ * + + ! + + + 1++++ I <br />! V * + +! + + +! V <br /> <br />-~----------------------------------- <br /> <br />! G/C= .471 ! G/C= .273 ! G/C= .156 ! <br />! G= 42.4 n ! G= 24.6 n ! G= 14.0 n ! <br />! y= 3.0 n ! y= 3.0" ! Y= 3.0 n ! <br /> <br />------------------------------------- <br /> <br />C= 90 SEe G= 81.0 SEC = 90.0% Y= 9.0 SEe = 10.0% PED= .0 SEG = .O~ <br /> <br />--------------------------------------------------~---------------------- <br /> <br />! ! WOTH ! GIC ! CAPACITY <br />! MOVMNT ! iLNS ! R~QO USED! C (VPH) E <br /> <br />AUJ ! ! L ! MAXIMUM! <br />OHV ! DELAY ! S! QUEUE! <br /> <br />------------------------------------------------------------------------- <br /> <br />N APPF.:OACH <br /> <br />:;:8 . 2 0 <br /> <br />---------~--~------------------------------------------------------------ <br />------------------------------------------------------------------------- <br /> <br />TH+RT! 24/2 I .::::2 I .27 I E:39 I 9:;6 I 8i31 I "11' .:3 !:t:o I 407 FT ! <br />. It r <br />LT I 12/1 I is I .27 I i F.::: I . ~. " , I .s I 1 CL .-1 I C+! '~q: FT i <br />i.. .u", ~_, . .J!. .....J <br /> <br />------------------------------------------------------------------------- <br /> <br />E APPF;OACH <br /> <br />24.6 C <br /> <br />---------------------------------~--------------------------------------- <br />------------------------------------------------------------------------- <br /> <br />!LT+TH+f;:T! 12i1! .1.5! .16! 37! 22,5! <br /> <br />16! 24.6! C' 25 FT ! <br /> <br />--------------------------------------------------------~---------------~ <br /> <br />~; APPROACH <br /> <br />::::tr. S D <br /> <br />------------------------------------------------------------------------- <br />------------------------------------------------------------------------- <br /> <br />TH+RT! 24/2! .21! .7f3! 27f.6 ! 276E,! 4:36! 1.9! A! t,i FT ! <br />LT ! 12/1! .51! .47' 789! 877! 8b9! 53.9 !*E , 581 FT ! <br /> <br />------------------------------------------------------------------------- <br /> <br />W APPROACH <br /> <br />:.:::3 . 1. (: <br /> <br />------------~-~~--------------------------------------------------------- <br />------------------------------------------------------------------------- <br /> <br />RT ! 12/1 ! <br />!LT+TH ! 12/1 ! <br /> <br />.22 I .6r:. I 911 I ~3r~r2 1 17'3 f 4..5 1 A I "'7.- FT I <br />/ t, <br />.-...-::, f if. t 41 I ."):: -:1 I .t". ) I 39 .0 ItD i 227 FT i <br />.....L 4...F.....1 ~1.;' <br /> <br />------------------------------------------------------------------------- <br />