Untitled - Laserfiche WebLink

Home Browse Search

OCT 15 '93 16:10 MN DOT ERAINERD P.4 • HCS: Signalized Intersection Version 2.1 2 Streets: (N-S) th 169 .(E-W) school st • Analyst: File Name: WCHDATA.HC9 Area Type: Other 0-0-0 Volume Adjustment Worksheet Dirac- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RI NB Left 511 1.00 511 L 511 2 1.050 1.000 537 1.00 0.00 Thru 1991 1.00 1991 T 1991 2 1 .050 1.000 2091 0.00 0.00 Right 107' 1.00 77 R 77 1 1.000 1.000 77 0.00 1 .00 SB Left 142 1.00 142 L 142 1 1.000 1.000 142 1.00 0.00 Thru 662 1 .00 . 662 T 662 2 1 .050 1 .000 695 0.00 0.00 Right 153 1 .00 113 R 113 1 1.000 1.000 113 0.00 1.00 EB Left 248 1.00 248 L 248 1 1.000 1.000 248 1 .00 0.00 Thru 196 1.00 196 T 196 1 1.000 1.000 196 0.00 0.00 Right 200 1 .00 140 R 140 1 1.000 1.000 140 0.00 1.00 WB Left 66 1 .00 66 L 66 1 1.000 1.000 66 1.00 0.00 Thru 246 1.00 246 T 246 1 1.000 1.000 246 0.00 0.00 • Right 100 1 .00 75 R 75 1 1.000 1.000 75 0.00 1.00 Saturation Flow Adjustment Worksheet Direc- Ideal Adj tion/ Sat No. f f f f f f f f Sat LnGrp . Flow Lns W HV G p BR A RT LT Flow NB L 1800 2 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 0.92 3312 T 1800 2 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 3600 R 1800 1 1.00 1.00 1.00 1.00 1.00 1.00 0.85 1 .00 1531) SB L 1800 1 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1710 T 1800 2 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3600 R 1800 1 1.00 1.00 1.00 1.00 1.00 1.00 0.85 1.00 1530 EB L 1800 1 1 .00 1.00 1.00 1.00 1.00 1.00 1 .00 0.95 1710 T 1800 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1800 R 1800 1 1.00 1.00 1.00 1.00 1 .00 1.00 0.85 1.00 1530 WB L 1800 1 1 .00 1.00 1 .00 1.00 1.00 1.00 1.00 0.95 1710 T 1800 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1800 R 1800 1 1.00 1.00 1.00 1.00 1.00 1.00 0.85 1.00 1530 •