Highway Engineering The provision of traffic signals at intersections reduces right angled and rear end collisions reduces right angled collisions but may increase rear end collisions reduces rear end collisions but may increase right angled collisions increases right angled and rear end collisions reduces right angled and rear end collisions reduces right angled collisions but may increase rear end collisions reduces rear end collisions but may increase right angled collisions increases right angled and rear end collisions ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the bituminous surfacing is done on already existing black top road or over existing cement concrete road, the type of treatment given is Seal coat Prime coat Tack coat Spray of emulsion Seal coat Prime coat Tack coat Spray of emulsion ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In case of hill roads, the extra widening is generally provided equally on inner and outer sides of the curve fully on the inner side of the curve one-fourth on inner side and three-fourth on outer side of the curve fully on the outer side of the curve equally on inner and outer sides of the curve fully on the inner side of the curve one-fourth on inner side and three-fourth on outer side of the curve fully on the outer side of the curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is group index method CBR method Westergaard method Benkelman beam method group index method CBR method Westergaard method Benkelman beam method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by 20 kmph 16kmph 12kmph 8 kmph 20 kmph 16kmph 12kmph 8 kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Tie bars in cement concrete pavements are at longitudinal joints warping joints expansion joints contraction joints longitudinal joints warping joints expansion joints contraction joints ANSWER DOWNLOAD EXAMIANS APP
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