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In signal design as perIndian Roads Congressspecifications - if the sum of theratios of normal flows tosaturation flow of two directionaltraffic flow is 0.50 and the totallost time per cycle is 10 seconds - the optimum cycle length inseconds is

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In signal design as perIndian Roads Congressspecifications - if the sum of theratios of normal flows tosaturation flow of two directionaltraffic flow is 0.50 and the totallost time per cycle is 10 seconds - the optimum cycle length inseconds is






 
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