Highway Engineering Normally maximum cant permissible in Meter Gauge is 165 mm 140 mm 90 mm 75 mm 165 mm 140 mm 90 mm 75 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at 2.5 mm penetration only 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations 7.5 mm penetration only 2.5 mm penetration only 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations 7.5 mm penetration only ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In case of hill roads, the extra widening is generally provided 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 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 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Tie bars in cement concrete pavements are at contraction joints expansion joints longitudinal joints warping joints contraction joints expansion joints longitudinal joints warping joints ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm) 0.168 cm -0.168 cm 7.768 cm 7.432 cm 0.168 cm -0.168 cm 7.768 cm 7.432 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Compared to a level surface, on a descending gradient the stopping sight distance is less dependent on the speed more same less dependent on the speed more same ANSWER DOWNLOAD EXAMIANS APP
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