Highway Engineering When the speed of traffic flow becomes zero,then traffic density and traffic volume both attain maximum value traffic density attains maximum value whereas traffic volume becomes zero traffic density and traffic volume both become zero traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both attain maximum value traffic density attains maximum value whereas traffic volume becomes zero traffic density and traffic volume both become zero traffic density becomes zero whereas traffic volume attains maximum value ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is 5 3 7 0 5 3 7 0 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In case of summit curves, the deviation angle will be maximum when an ascending gradient meets with a descending gradient an ascending gradient meets with another ascending gradient an ascending gradient meets with a level surface a descending gradient meets with another descending gradient an ascending gradient meets with a descending gradient an ascending gradient meets with another ascending gradient an ascending gradient meets with a level surface a descending gradient meets with another descending gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum design gradient for vertical profile of a road is limiting gradient ruling gradient exceptional gradient minimum gradient limiting gradient ruling gradient exceptional gradient minimum gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering On a single lane road with two way traffic, the minimum stopping sight distance is equal to stopping distance three times the stopping distance half the stopping distance two times the stopping distance stopping distance three times the stopping distance half the stopping distance two times the stopping distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening dry rolling, application of screening, wet rolling and application of filler dry rolling, application of screening, application of filler and wet rolling dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening dry rolling, application of screening, wet rolling and application of filler dry rolling, application of screening, application of filler and wet rolling ANSWER DOWNLOAD EXAMIANS APP
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