Can correct the
answerHomework Answers
Given:
XC = critical v/c ratio for the intersection = 0.85
S = Saturation flow rate =1900 veh/ hr
PHF = Peak Hour Flow = 0.95
L = total lost time per cycle = 14 sec
where,
C = cycle length (sec)
(v/c) = critical ratio = ratios of actual flow to saturation flow
Σ (v/c) = summation of the flow ratio
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Can someone show me where I went wrong. Thanks!
13. Using the intersection information below, recommend a cycle length for a two-p hase traffic cle and peak hour signal using the Highway Capacity Manual method. Use a loss time 7sper cy factor of 0.97 (20%) Peak hour volumes shown 484 Г 162 190 515 PHASE LANE GROUP SATURATION FLOw 1600 2 2800 31600 2800 2200 2200 าไ se equivalent volumus 10.64 4 Wor toogo S03
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a) calculate the minimum cycle length and effective green time
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