Highway Engineering If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression 0.38 (NV3)”2 3.8 (NV3)”2 0.38 N V3/2 3.8 NV”2 0.38 (NV3)”2 3.8 (NV3)”2 0.38 N V3/2 3.8 NV”2 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 2500 vehicles per hour 2000 vehicles per hour 3000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour 3000 vehicles per hour 1500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The fundamental factor in the selection of pavement type is climatic condition type and intensity of traffic availability of funds for the construction project subgrade soil and drainage conditions climatic condition type and intensity of traffic availability of funds for the construction project subgrade soil and drainage conditions ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.45 0.2 0.1 0.3 0.45 0.2 0.1 0.3 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Maximum daily traffic capacity of bituminous pavements is 500 tonnes per day 2000 tonnes per day 1500 tonnes per day 1000 tonnes per day 500 tonnes per day 2000 tonnes per day 1500 tonnes per day 1000 tonnes per day ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The aggregates required for one kilometer length of water bound macadam road per meter width and for 10 mm thickness is 8 cubic meter 12 cubic meter 15 cubic meter 10 cubic meter 8 cubic meter 12 cubic meter 15 cubic meter 10 cubic meter ANSWER DOWNLOAD EXAMIANS APP
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