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At a right angled intersection of two roads. Road A has four lanes with a total width of 15 m and Road B has

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At a right angled intersection of two roads. Road A has four lanes with a total width of 15 m and Road B has two lanes with a total width of 7.5 m. The volume of traffic approaching the intersection during design hour are 1100 and 800 PCU/hour on approach road A; the traffic is 320 and 220 PCU/hour on approaches Road B. Design the signal timings as per IRC guidelines, assuming necessary data.

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