3a:e : 



RUTHERFORD AVENUE AT RCLiTE 1 RAMPs 



1991 ?H PEAK HOUR WITH TUDOR UHARF 

 d4te!05-25-l988 tne:10:12:S7 



SATURATION PLOW ADJUSTHENT WORKSHEET 



IDEAL N F«id Fhy Fgr Fo»rk Fbus Farea Frt Fit s 



1800 3 1.000 0.976 1.010 1.000 1.000 0.900 1.000 1.000 <.739 



IBOO H 1.000 0.976 1.010 t.OOO l.COO 0.900 C.750 l.OCO S394 



1800 1 1.000 0.976 0.990 l.COO 1.000 0.900 1.000 0.9S0 U86 



1800 3 1.000 0.976 0,990 1.000 1.000 0.900 1.000 1.000 <t69't 



1800 1 1.000 0.976 1,010 1.000 l.COO 0.900 1.000 0.950 1516 



1800 3 l.OCO 0.976 1.010 l.OCO 1.000 0.900 0.750 1. 000 c39't 



:SL 



CV:LE= 65.0 L0ST=10.0 SLH V/S CRIT= 0.76 TSTAL V/C= 0.99 



LEVEL OF SERVICE WORKSHEET 



DIR LN GROUP v/c g/C C i\ : d2 PF DeUy LOS A*g Q 95S Q 



THE CYCLE LENGTH WITHIN THE ECUND3 OF TO SECONDS 

 WHICH niNIHIZES CRITICAL rCVEHENT DELAY IS 65. C SECONDS 



-OR ; V/C RATIO OF .95 THE CYCLE SHOULD BE 49.3 SECONSS 

 THE EXISTINS TiriNE IS OFTIML 



