Highway Engineering Compared to a level surface, on a descending gradient the stopping sight distance is more dependent on the speed same less more dependent on the speed same less ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bitumen of grade 80/100 means its penetration value is 8 to 10 cm its penetration value is 8 mm its penetration value is 10 mm its penetration value is 8 to 10 mm its penetration value is 8 to 10 cm its penetration value is 8 mm its penetration value is 10 mm its penetration value is 8 to 10 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Length of a vehicle affects width of traffic lanes width of shoulders and parking facilities extra width of pavement and minimum turning radius clearance to be provided under structures such as overbridges, under-bridges etc. width of traffic lanes width of shoulders and parking facilities extra width of pavement and minimum turning radius clearance to be provided under structures such as overbridges, under-bridges etc. ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following is known as design capacity ? practical capacity possible capacity theoretical capacity basic capacity practical capacity possible capacity theoretical capacity basic capacity ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is smaller of (A) and (B) based on allowable rate of change of centrifugal acceleration higher of (A) and (B) based on rate of change of super elevation smaller of (A) and (B) based on allowable rate of change of centrifugal acceleration higher of (A) and (B) based on rate of change of super elevation ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1600/R 1750/R 1850/R 1700/R 1600/R 1750/R 1850/R 1700/R ANSWER DOWNLOAD EXAMIANS APP
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