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 2500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 1500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is 60m 30m 120m 180m 60m 30m 120m 180m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is 1.0 2.0 0.5 10 1.0 2.0 0.5 10 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For rapid curing cutbacks, the oil used is kerosene oil light diesel gasoline heavy diesel kerosene oil light diesel gasoline heavy diesel ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The direct interchange ramp involves diverging to the left side and merging from left diverging to the right side and merging from right diverging to the left side and merging from right diverging to the right side and merging from left diverging to the left side and merging from left diverging to the right side and merging from right diverging to the left side and merging from right diverging to the right side and merging from left ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The fundamental factor in the selection of pavement type is climatic condition availability of funds for the construction project subgrade soil and drainage conditions type and intensity of traffic climatic condition availability of funds for the construction project subgrade soil and drainage conditions type and intensity of traffic ANSWER DOWNLOAD EXAMIANS APP
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