A comparison was made between a fixed-time 'before' operating condition and an 'after' condition using the Design Manual procedure. The 'before' condition was developed using a time-space diagram and other traffic engineering techniques. Stop per vehicle, delay per vehicle, and speed were the measures of effectiveness used in the comparison. Time-lapse photography was used to collect the data. A statistical analysis was used to determine the significant values. A savings associated with these significant values was then determined.
Fixed-Time Traffic Control for Signalized Diamond Interchange Complexes
1975
94 pages
Report
No indication
English
Development of a Safety Performance Function for Signalized Diamond Interchange Ramp Terminals
British Library Conference Proceedings | 2010
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