Highway Engineering Reaction time of a driver None of these increases with increase in speed is same for all speeds decreases with increase in speed None of these increases with increase in speed is same for all speeds decreases with increase in speed ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The fundamental factor in the selection of pavement type is availability of funds for the construction project climatic condition subgrade soil and drainage conditions type and intensity of traffic availability of funds for the construction project climatic condition subgrade soil and drainage conditions type and intensity of traffic ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at 7.5 mm penetration only 2.5 mm penetration only 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations 7.5 mm penetration only 2.5 mm penetration only 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Highway facilities are designed for peak hourly volume of the year annual average hourly volume annual average daily traffic thirtieth highest hourly volume peak hourly volume of the year annual average hourly volume annual average daily traffic thirtieth highest hourly volume ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is 3000 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour 1500 vehicles per hour 3000 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour 1500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Creep is the Vertical movement of rail Longitudinal movement of rail Difference in level of two rails Lateral movement of rail Vertical movement of rail Longitudinal movement of rail Difference in level of two rails Lateral movement of rail ANSWER DOWNLOAD EXAMIANS APP
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