2. Determine the minimum cycle length for the intersec…

2. Determine the minimum cycle length for the intersection with the volumes shown on the table...

2. Determine the minimum cycle length for the intersection with the volumes shown on the table below. The intersection is designed to have the following three phases: Phase A for left-turn movements from the EB and WB approaches; Phase B for the through and right movements from the EB and WB approaches; Phase C serving all movements for the NB and SB approaches. EB approach WB approach N B approach SB approach LT RLT RL TRL TR 110 500 200 100 550220 120 450 180 120 400 250 Assume each intersection approach has 2 lanes, one for left-turning vehicles and one for through and right-turning vehicles. The saturation discharge headway is 2.10 seconds.

Engineering Civil Engineering

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Answer: EB of reach WB oncoch. N ach e inen 110 500 300 m 550 350 130 0 1 150 2.0 phas it No 100 phar a: Jao 10 Scanned with

phose 3: 10 to 120 180 Critical volume for 3 phases : phase i phage 2 phoye 3 : 110 550 : 450 Therefde, total critical volume

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