75A - PH 3321 SOUTH FAIRVIEW ST - Laserfiche WebLink

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Oct 07 ICU-Sty INTERSECTION CAPACITY UTILIZATION WORKSHEET INTERSECTION: 1 Fairview Street at Alton Avenue AM PEAK HOUR Existin Conditions Existin P lus Pro ect Move- ment No. Lanes Ca . Vol. AM V/C Crit. Mvmt Proj. Vol. Vol. AM V/C Crit. Mvmt NL 1 1600 28 0.018 1 0 28 0.018 1 NR 0 0 75 0.000 0 2 77 0.000 0 NT 3 5100 1101 0.231 0 0 1101 0.231 0 SL 1 1600 209 0.131 0 1 210 0.131 0 SR 0 0 68 0.000 0 0 68 0.000 0 ST 3 5100 1824 0.371 1 0 1824 0.371 1 EL 1 1600 6 0.004 0 0 6 0.004 0 ER 0 0 16 0.000 0 0 16 0.000 0 ET 1 1700 24 0.024 1 0 24 0.024 1 WL 1 1600 57 0.036 1 8 65 0.040 1 WR 0 0 56 0.000 0 5 61 0.000 0 WT 1 1700 29 0.050 0 0 29 0.053 0 WS com Went 0.388 N/S component 0.388 ENV com Went 0.059 ENV com onent 0.064 Ri ht-tum com Went 0.000 Ri ht tum com Went 0.000 Clearance 0.050 Clearance 0.050 ICU 0.498 ICU 0.502 LOS A LOS A Critical movement identified by a 1. Pro'ed Impact: 0.004 Ten lanes for a ri ht tum indicates free movement. PM PEAK HOUR Existin Conditions Existin P lus Pro'ect Move- ment No. Lanes Ca . Vol. PM V/C Crit Mvmt Proj. Vol. Vol. AM V/C Crit. Mvmt. NL 1 1600 15 0.009 0 0 15 0.009 0 NR 0 0 172 0.000 0 6 178 0.000 0 NT 3 5100 2097 0.445 1 0 2097 0.446 1 SL 1 1600 53 0.033 1 5 58 0.036 1 SR 0 0 24 0.000 0 0 24 0.000 0 ST 3 5100 1198 0.240 0 0 1198 0.240 0 EL 1 1600 15 0.009 1 0 15 0.009 1 ER 0 0 21 0.000 0 0 21 0.000 0 ET 1 1700 22 0.025 0 0 22 0.025 0 WL 1 1600 57 0.036 0 3 60 0.037 0 WR 0 0 100 0.000 0 2 102 0.000 0 WT 1 1700 44 0.085 1 0 44 0.086 1 N/S com Went 0.478 WS com onent 0.482 ENV com Went 0.094 ENV com Went 0.095 Ri ht-tum corr- ent 0.000 Ri ht-tum com ent 0.000 Clearance 0.050 Clearance 0.050 ICU 0.622 ICU 0.627 LOS B LOS B Critical movement identified by a 1. Pro'ect Im act: 0.005 Ten lanes for a right turn indicates free movement. idvintersec~fons.xls / 1 ~nn~nr ~07/3:24PM 75A-185