5. Design signal for the intersection shown in Figure 1. Assume no pedestrian activity. Assume amber time as 3s and all-red time as 1s for each phase. 750 820 850 765 335 ‒‒‒‒‒‒‒-- ‒‒‒‒‒‒‒‒‒ 250 Lane width = 3m Sat. flow rate: ΤΗ -1,800 pcuphgpl TH, RT1,650 pcuphgpl TH, LT-1,700 pcuphgpl ↓ tr Phase A Phase B
5. Design signal for the intersection shown in Figure 1. Assume no pedestrian activity. Assume amber time as 3s and all-red time as 1s for each phase. 750 820 850 765 335 ‒‒‒‒‒‒‒-- ‒‒‒‒‒‒‒‒‒ 250 Lane width = 3m Sat. flow rate: ΤΗ -1,800 pcuphgpl TH, RT1,650 pcuphgpl TH, LT-1,700 pcuphgpl ↓ tr Phase A Phase B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:5. Design signal for the intersection shown in Figure 1. Assume no pedestrian activity.
Assume amber time as 3s and all-red time as 1s for each phase.
750
820
850
765
335
➖➖➖➖➖➖➖➖
'250
Lane width = 3m
Sat. flow rate:
ΤΗ -1,800 pcuphgpl
TH, RT-1,650 pcuphgpl
TH, LT-1,700 pcuphgpl
IL
tr
Phase A
Phase B
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