page c 



RUTHERFORD fiVENUE AT ROUTE 1 RAMPS 



1991 Wfr PUILD A H P C ft K H OUR - ^\?i:.:^yy -^j ^^^^u.'^P..^ruJL 



[iite:C5-£5-1938 tiae!l0:05:20 ^. 



SATURATION FLOW ADJUSTKENT WORKSHEET 



DIR LK GROUP IDEAL N Ft(id Fhv Fgr Fparl Fbus Farea Frt Fit s 



EB TH 1800 It 1.000 0.976 1.010 l.OCC 1. 000 0.900 1.000 1.000 63E5 



EB RT 1600 1 1.000 0.976 1.010 1.000 1.000 0.900 0.B50 I. 000 1357 



UB LT 1800 1 1.000 0.976 C.990 l.OOC 1.000 0.900 1.000 0.950 l^tBi 



Ue TH IBOO 3 1.000 0.976 0.990 1.000 1.000 0.900 1.000 1.000 Wi 



NB LT 1800 1 1.000 0.976 1.010 1.000 1.000 0.900 I. 000 0.950 1516 



NB RT 1800 E 1.000 0.976 1.010 1.000 1.000 0.900 0.750 1.000 E39ii 



CftFACITY ANALYSIS WORKSHEET 



DIR LN GROUP v 5 v7e g/C c v/c CRITICAL 



EB TH 2108 63B5 0.33 0.3^ El^tO 0.99 » 



EB RT 189 1357 O.l't 0.75 lOlE 0.19 



UB LT SEE im 0.15 0.15 EEB 0.96 



UB TH 5ii0 ;69't O.IE O.SA S5S9 O.El 



NB LT 533 1516 0.35 0.36 5it6 0.98 



m RT 1330 E39i( ci.56 0.56 1350 0.99 « 



CYCLE= 99.0 L0ST=10.0 SUH V/S CRIT= 0.89 TOTAL V/C= 0.99 



LEVEL OF SERVICE WORKSHEET 



DIR LN GROUP v/c g/C C dl c dE PF Delay LOS Avg Q 95X 6 



EB TH 0.99 0.34 99.0 34.83 EIW IE. 13 0.85 31. 41 D 35.0 



EB RT 0.19 0.75 99.0 E.8E lOlS 0.01 0.85 E.41 A 1.3 



UB LT 0.98 0.15 99.0 31. 7E EE8 39.49 1.00 71, El F 7.0 



UB TH O.El 0.54 99.0 9.04 E5E9 C.Ol 0.B5 7.69 B 6.E 



NB LT 0.98 0.36 99.0 E3.75 546 E4.E7 1.00 48.02 E 11,8 



NB RT 0.99 0.56 99,0 16,10 1350 15,82 0,85 E7,13 D 17.1 



DIR Delay LOS 



EB S9.03 E 



UB E6.E1 D 



NB 33.11 D 



INTERSECTION DELAY = 30.14 INTERSECTION LCE=D 



THE CYCLE LENGTH WITHIN THE BOUNDS OF 60 TC lEO SECONDS 

 WHICH KINIMIZES CRITICAL MOVEMENT DELAY IB 99.0 SECONDS 



FOR A V/C RATIO OF .95 THE CYCLE SHOULD BE 147.6 SECONDS 

 THE EXIsTINS TIMING IS CPTIflAL 



