Highway Engineering The recommended grade of tar for grouting purpose is RT-1 RT-2 RT-5 RT-3 RT-1 RT-2 RT-5 RT-3 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following is known as design capacity ? practical capacity theoretical capacity possible capacity basic capacity practical capacity theoretical capacity possible capacity basic capacity ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as unsuitable for road surfacing strong exceptionally strong satisfactory for road surfacing unsuitable for road surfacing strong exceptionally strong satisfactory for road surfacing ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The value of ruling gradient in plains as per IRC recommendation is 1 in 30 1 m 15 1 in 12 1 in 20 1 in 30 1 m 15 1 in 12 1 in 20 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Highway facilities are designed for thirtieth highest hourly volume annual average daily traffic peak hourly volume of the year annual average hourly volume thirtieth highest hourly volume annual average daily traffic peak hourly volume of the year annual average hourly volume ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Compared to a level surface, on a descending gradient the stopping sight distance is less more dependent on the speed same less more dependent on the speed same ANSWER DOWNLOAD EXAMIANS APP
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