CHELsEfi ETREET AT WftRREN STREET 



1991 AN PEAK HOUR WITH TUDOR WHARF TRAFFIC 



date:05-25-1988 tiee:09:E5:'(9 



/ hA-wi,+-^c\^ "VoufuX. 



LAST DATA SET NAKES LOADED OR SAVED 



VQLiJME= 



EEOKETRICS= 



LOCATED IK CBD:Y 

 VOLUME t BEOKETRICS 



VOLUMES 

 DIR LT TH RT 

 EB 230 1400 B73 

 U6 33 660 90 

 NB i^k, IE 1 

 SB 190 40 10 



« OF LAKES 

 LT TH RT 

 1 E 

 1 3 

 1 

 1 



SIBNAL= 



LANE WIDTH 



LT TH RT 



lE.O 12.0 



lE.O lE.O 



0.0 lE.O 



0.0 12.0 



0.0 



0.0 

 0.0 

 CO 



CROSS 



WALK 



24 



24 



46 



48 



TRAFFIC & ROADWAY CONDITIONS 



DIR GRADE XHV 

 EB -l.OX 5. OX 

 WB l.OX 5. OX 

 NB 2. OX l.OX 

 SB 4. OX l.OX 



ADJ PARK 



Y/N MOVES BUSES 

 N 

 N 

 N 

 N 



PEDESTRIANS 



ARR 



PHF CROSS 



.900 



.900 



.900 



.900 



BUT MIN TIME TYPE 



13.0 

 13.0 

 19.0 

 19.0 



PHASINGS 



EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND GREEN Y+R PRE/ACT 

 Itrpltrpltrpltrp 



1 » » ♦ 16.5 A 



2 ♦ * » * ♦ » 36.6 5 A 



3 »»»»♦» 15.9 4 A 



CYCLE= 78. 



VOLUME ADJUSTMENT WORKSHEET 



PART 1 (MOVEMENT ADJUSTMENTS) 



DIR LTV THV RTV PHF LTFR THFR RTFR 



EB 230 1400 273 .900 256 1556 303 



UB 33 660 90 .900 37 733 100 



NB 44 IE 1 .900 49 13 1 



SB 190 40 10 .900 211 44 11 



PART E (LANE GROUP ADJUSTMENTS) 



DIR LH GROUP FLOW N LU v Pit Prt 



PART 3 (OPPOSING VOLUME ADJUSTMENTS) 



LEFT TURN 



OPPOSING APPROACH 



