Derivation of volume warrants and design charts on four-lane and two-lane highways; charts are based on theoretical analysis and on series of field studies of traffic behavior at intersections; analysis is based on queuing model in which arrival and service times are assumed to follow negative exponential distribution; field studies are conducted at seven unsignalized Ontario intersections.
Volume warrants for left-turn storage lanes at unsignalized grade intersections
Nat Research Council -- Highway Research Board -- Research Rec
1967
18 pages
Aufsatz (Zeitschrift)
Englisch
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