Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1700/R 1750/R 1850/R 1600/R 1700/R 1750/R 1850/R 1600/R ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Percentage of free carbon in bitumen is None of these equal to that in tar less than that in tar more than that in tar None of these equal to that in tar less than that in tar more than that in tar ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The stopping sight distance depends upon total reaction time of driver speed of vehicle All of these efficiency of brakes total reaction time of driver speed of vehicle All of these efficiency of brakes ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The fundamental factor in the selection of pavement type is type and intensity of traffic subgrade soil and drainage conditions availability of funds for the construction project climatic condition type and intensity of traffic subgrade soil and drainage conditions availability of funds for the construction project climatic condition ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Creep is the Difference in level of two rails Longitudinal movement of rail Vertical movement of rail Lateral movement of rail Difference in level of two rails Longitudinal movement of rail Vertical movement of rail Lateral movement of rail ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The shoulder provided along the road edge should be of same colour as that of the pavement of very low load bearing capacity rougher than the traffic lanes smoother than the traffic lanes of same colour as that of the pavement of very low load bearing capacity rougher than the traffic lanes smoother than the traffic lanes ANSWER DOWNLOAD EXAMIANS APP
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