Highway Engineering If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is 60m 180m 30m 120m 60m 180m 30m 120m ANSWER DOWNLOAD EXAMIANS APP
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 3.8 NV”2 0.38 N V3/2 0.38 (NV3)”2 3.8 (NV3)”2 3.8 NV”2 0.38 N V3/2 0.38 (NV3)”2 3.8 (NV3)”2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering On a horizontal curve if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be more than the pressure on inner wheels less than the pressure on inner wheels zero equal to the pressure on inner wheels more than the pressure on inner wheels less than the pressure on inner wheels zero equal to the pressure on inner wheels ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is Benkelman beam method CBR method group index method Westergaard method Benkelman beam method CBR method group index method Westergaard method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be 80m 64m 60m zero 80m 64m 60m zero ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Softening point of bitumen to be used for read construction at a place where maximum temperature is 40° C should be less-than 40°C greater than 40°C equal to 40°C None of these less-than 40°C greater than 40°C equal to 40°C None of these ANSWER DOWNLOAD EXAMIANS APP
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