Highway Engineering Coefficient of friction is less when the pavement surface is dry smooth and wet rough smooth and dry dry smooth and wet rough smooth and dry ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The minimum design speed for hairpin bends in hill roads is taken as 40 kmph 30 kmph 50 kmph 20 kmph 40 kmph 30 kmph 50 kmph 20 kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Length of a vehicle affects width of traffic lanes clearance to be provided under structures such as overbridges, under-bridges etc. width of shoulders and parking facilities extra width of pavement and minimum turning radius width of traffic lanes clearance to be provided under structures such as overbridges, under-bridges etc. width of shoulders and parking facilities extra width of pavement and minimum turning radius ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The recommended grade of tar for grouting purpose is RT-5 RT-2 RT-3 RT-1 RT-5 RT-2 RT-3 RT-1 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber for hill roads in case of bituminous surfacing is adopted as 0.04 0.03 0.025 0.02 0.04 0.03 0.025 0.02 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the speed of traffic flow becomes zero,then traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both become zero traffic density attains maximum value whereas traffic volume becomes zero traffic density and traffic volume both attain maximum value traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both become zero traffic density attains maximum value whereas traffic volume becomes zero traffic density and traffic volume both attain maximum value ANSWER DOWNLOAD EXAMIANS APP
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