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_ "".. ~._......... _ . ~ ~ _. .... .r. _ ._ ~ I I I I I I I I I I I I I I I I I I I \.,IOODE:R IDGE. PROP~RTI ES J CENTRi:. FO 1 NTE BV:; I NE~;S F'Akf< COUNTY ROAO D AT 1-:;:5\.,1 Nt: RAr1r:'S 199.5 ::;-HOUR AVERA(3f. VOLUt'jE 10/12/8::: ::;IGNAL:::.5/TEAPAC - CAPACITY ANALYSIS wOliX::;HEET INTERSECTION AVERAG~S: DEGREE OF SATUF;ATION .40 VEHICUL.A": DELAY 9.0 LE.VEL OF SE.RViCE. E:+ f;Ej~UENCE 11 ------------------------- PHASE 1 PHASE 2 ------------------------- <* I t I ! A ~ +H+ + > ! ++++ > + ! + ! A ! :t:f:t::*:! <:U::tl! j ! I I I * * ----~-------------------- G/G= .487 G/C= .413 ! G= 29.2 D ! G= 24.8 D ! ! y= 3.0 D ! Y= 3.0 D ! . ----~--------~----------- C= 60 SEC G= 54.0 SEC = 90.0% Y= 6.0 SEC = 10.0~ P~D= .0 SEC = .OX -~----------~------------------------------~----------------------------- ! ! WDTH ! SIC ! CA~ACITY ! Movr1NT ~ /u~s ! REi~IO lY:;EO I C ('.,iF'H) E AUJ [ ! L ! MAXIMUMI OHV ! DELAY ! S! QUEUE I ------------------------------------------------------------------------- E APPROACH 13.::: B+ -------------~-------------------------~---------~~---------~----------~- --------------------------------~---------------------------------------- TH+RT! 24/2! .21! .41! 1:344 ! L::'3S I 629 I 9.8 !*8+! 156 FT I --------------------~---------------------~------------------------------ S AF'F'f.:OACH 7.S t::+ =~=~==============~===================================================== 'RT LT ! 12/1 ! ! 12/1 ! 1.") I . .... . .49! 659! 706! 114! .49! 765! 811 I 349! 6.5 ! 8+~ 50 FT ! 7.8 !*8+1 153 FT ! .2f. ! -------------------~----------------------------------------------------- I,.,f APPROACH 9.4 B+ ========================================================================= !LT+TH ! 24/2! .19! .41! 1117 ! 1171 i 44i'! 9.4 ! E:+! 110 FT ! -------------------------------------------------------------------------