signal timing without traffic counts
DESCRIPTION
SIGNAL TIMING WITHOUT TRAFFIC COUNTS. Presented by Jim Poston Regional Transportation Commission of Washoe County. Zong Z. Tian , Ph.D., P.E. University of Nevada, Reno. http://unr.edu/homepage/zongt/. Overview. Signal timing practice Case study My magic tool Results Conclusions. - PowerPoint PPT PresentationTRANSCRIPT
Transportation Research GroupUniversity of Nevada, Reno 2012 ITE District 6 Annual Meeting
SIGNAL TIMING WITHOUT TRAFFIC COUNTS
Zong Z. Tian, Ph.D., P.E.University of Nevada, Reno
1
http://unr.edu/homepage/zongt/
Presented by
Jim Poston
Regional Transportation Commission of Washoe
County
Transportation Research GroupUniversity of Nevada, Reno 2012 ITE District 6 Annual Meeting
Overview
Signal timing practice
Case study My magic tool
Results
Conclusions
2
Transportation Research GroupUniversity of Nevada, Reno 2012 ITE District 6 Annual Meeting
Signal Timing Practice3
Turning movement counts (15-30% total cost)
Computer model and timing optimization (50~70%)
Field implementation and fine tune (10~20%)
Timing maintenance (<5%)
Transportation Research GroupUniversity of Nevada, Reno 2012 ITE District 6 Annual Meeting
Coordination parameters4
Cycle length
Phase sequence
Phase split
Phase offset
Transportation Research GroupUniversity of Nevada, Reno 2012 ITE District 6 Annual Meeting
What Is Really Needed?5
Phase demand/split
How to obtain phase split estimate based on volumes existing timing controller log
Existing splits are generally good if no cycle change is needed
6
7
Inte
rsec
tion
an
d d
ista
nce
NB
Transportation Research GroupUniversity of Nevada, Reno 2012 ITE District 6 Annual Meeting
Real-world Issues8
Variable speeds
Early releases
Wrong offset reference Start or end of coordinated phases TS2-1st Green or First Ring
Signal out of coordination Preemption Pedestrian Loss communication
Clock time
9
Cycle = 120
10
NB
Transportation Research GroupUniversity of Nevada, Reno 2012 ITE District 6 Annual Meeting
Before-After12
After BeforeTotal = 4’04” Total = 6’15”
Transportation Research GroupUniversity of Nevada, Reno 2012 ITE District 6 Annual Meeting
Before-After13
After BeforeTotal = 4’04” Total = 6’15”
Transportation Research GroupUniversity of Nevada, Reno 2012 ITE District 6 Annual Meeting
SMRTSignal Monitoring & Retiming Tool
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Transportation Research GroupUniversity of Nevada, Reno 2012 ITE District 6 Annual Meeting
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Transportation Research GroupUniversity of Nevada, Reno 2012 ITE District 6 Annual Meeting
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GPS
Transportation Research GroupUniversity of Nevada, Reno 2012 ITE District 6 Annual Meeting
SMRT17
Transportation Research GroupUniversity of Nevada, Reno 2012 ITE District 6 Annual Meeting
SMRT18
Transportation Research GroupUniversity of Nevada, Reno 2012 ITE District 6 Annual Meeting
SMRT19
Transportation Research GroupUniversity of Nevada, Reno 2012 ITE District 6 Annual Meeting
CONCLUSIONS20
Signal timing can be done without traffic counts (15%+ saving)
Significant improvement by simply changing phasing sequences15% travel time saving20~80% saving in stops
My magic “Timer”
Transportation Research GroupUniversity of Nevada, Reno 2012 ITE District 6 Annual Meeting
?21