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CONCORDIA HOUSING DEVELOPMENT <br />COUNTY ROAD B--2 AT "NEW ROAD" 7/25/88 <br />1989 PROJECTED PM PEAK HOUR VOLUMES WITH Nc,;ITE <br />ISIGNAL85/TEAPAC — CAPACITY ANALYSIS WORKSHEET' <br />I <br />I <br />L <br />7 <br />91 <br />I <br />INTERSECTION AVERAGES; <br />DEGREE OF SATURATION .26 VEHICULAR DELAY 3.5 LEVEL OF SERVICE A <br />SEQUENCE 11 <br />----- ------------------- <br />! PHASE I ! PHASE 2 ! <br />------------------------- <br /><++++! <br />V <br />I <* <br />+ <br />+ V <br />---------- -------------- <br />G/C= .212 G/C= .688 ! <br />G= 12.7 " G= 41.3 1 <br />Y= 3.0 " Y= 3.0 ! <br />------------------- I ------ <br />C= 60 SEC G= S4.0 SEC = 90.0% <br />Y= 6.0 SEC = 10.0% PED= .0 SEC = .0% <br />--- - <br />-------- <br />WDTH <br />G/C ! <br />CAPACITY <br />AUJ <br />1 L <br />MAXIMUM! <br />MOVMNT <br />/LNS <br />REQD USED ! <br />C (VPH) E <br />DHV <br />DELAY <br />! S <br />QUEUE ! <br />------------------------------------------------------------------------- <br />E APPROACH <br />2.6 <br />A <br />!LT+TH <br />12/1 <br />.17 .69 <br />1173 1184 <br />227 <br />2.6 <br />A <br />59 FT <br />S APPROACH <br />14.4 <br />6 <br />RT <br />12/1+! <br />.08 .21 <br />244 313 <br />33 <br />14.5 <br />8 <br />25 FT <br />LT <br />------------------- <br />12/01+! <br />.01 .21 <br />----------------------------------------------------- <br />287 360 <br />4 <br />14.2 <br />!*B <br />25 FT <br />W APPROACH 2.9 A <br />------------------------------------- <br />TH+RT! 12/1 .27 .69 ! 1083 ! 1097 360 i 2.9 !*A i 94 FT <br />------------------------------------------------------------------------- <br />I <br />1 <br />1 <br />