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c <br />CONCORD I A HOUSING DEVELOPMENT <br />COUNTY ROAD B-2 AT "SINGLE FAMILY DRIVE" 7/25/88 <br />' 1959 PROJECTED PM PEAK HOUR VOLUMES WITH SITE <br />SIGNAL85/TEAPAC — CAPACITY <br />ANALYSIS WORK SHEET <br />INTERSECTION AVERAGES, <br />DEGREE OF SATURATION .25 VEHICULAR DELAY <br />3.0 <br />LEVEL <br />OF SERVICE A <br />SEQUENCE 11 <br />! PHASE 1 ! PHASE 2 ! <br />------------------------- <br />I i I <br />.++++i <br />! ! V ! <br />! C* +! ! <br />i + I V <br />! G/C= 215 ! G/r�= 684 ! <br />! G= 13.0 ! G= 41.0 ! <br />! Y= }.0 1 Y= ,�.O „ I <br />----------------- ------- <br />C= 60 SEC G= 54.0 SEC — <br />9 i . i % <br />Y= 6.0 SEC — <br />10.0% <br />, <br />P .ED= <br />r• <br />. 0 SEC <br />= . 0% <br />--------------------------------------------------------- <br />! ! WDTH ! G/C <br />! <br />CAPACITY ! <br />ADJ ! <br />! L ! <br />MAXIMUM! <br />! Mf IVMNT ! /LNS ! REQD USED ! <br />C (VPH ) E ! <br />DHV ! <br />DELAY <br />! S ! <br />QUEUE ! <br />-------------------------------------------------------------------I------ <br />E APPROACH <br />2.6 <br />A <br />' <br />I ( r I . 17 I <br />.LT+TH 1�/1 <br />--------------------------------------------------------------------;----- <br />-r I <br />.h� <br />t' r I r l <br />i�1a� 121j <br />2 I <br />c�2 <br />2.h <br />I I <br />A <br />5_ FT t <br />S APPROACH <br />14.1 <br />E <br />! RT ! 12/ 1+ ! .01 ! <br />.22 <br />249 ! 318 <br />2 ! <br />14.0 <br />! 8 <br />25 FT ! <br />! LT ! 12/1+! .01 ! <br />-------------------------------------------------------------------------- <br />.22 ! <br />292 ! 365 ! <br />7 ! <br />14.1 <br />4P. ! <br />25 FT ! <br />W APPROACH <br />3.0 <br />A <br />' <br />_—_—_+ � �___ � ��'= 4=—=F��� <br />I <br />I I <br />• <br />�===�=i� <br />� ==y <br />I <br />=�—FT ! <br />I <br />. TH FAT. 12/1 .L_ <br />.__ <br />c i—�, 1(i� i <br />1.7_ <br />�5t i= <br />_. <br />. *A <br />------------------------------------------------------------------------- <br />