traffic-engineering-4th-edition-roess-prassas-mcshane-2011 chapter24-4
Consider the following results of an HCM analysis of a WB lane
group at a signalized intersection, as summarized here:
• v = 800 veh/h
• c = 775 veh/h
• g!C = 0.40
• C =90s
• Initial queue = 0.0
• T = 0.25h
• AT= 3
(a) What total control delay is expected during the first 15-minute
analysis interval that these conditions exist?
(b) If these conditions exist for two additional successive
15-minute periods, what would the total control delay be for those
periods?
ANSWER
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