Highway Engineering Bitumen of grade 80/100 means 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 its penetration value is 8 to 10 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as lane lines turn markings crosswalk lines stop lines lane lines turn markings crosswalk lines stop lines ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Coefficient of friction is less when the pavement surface is dry smooth and wet smooth and dry rough dry smooth and wet smooth and dry rough ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The critical combination of stresses for corner region in cement concrete roads is Load stress + warping stress frictional stress Load stress + warping stress + frictional stress Load stress + warping stress Load stress + frictional stress Load stress + warping stress frictional stress Load stress + warping stress + frictional stress Load stress + warping stress Load stress + frictional stress ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The stopping sight distance depends upon speed of vehicle efficiency of brakes total reaction time of driver All of these speed of vehicle efficiency of brakes total reaction time of driver All of these 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 7.768 cm 0.168 cm 7.432 cm -0.168 cm 7.768 cm 0.168 cm 7.432 cm ANSWER DOWNLOAD EXAMIANS APP
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