Highway Engineering Coefficient of friction is less when the pavement surface is smooth and dry dry smooth and wet rough smooth and dry dry smooth and wet rough ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber for hill roads in case of bituminous surfacing is adopted as 0.04 0.03 0.02 0.025 0.04 0.03 0.02 0.025 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at 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 2.5 mm penetration only 5.0 mm penetration only ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as satisfactory for road surfacing unsuitable for road surfacing exceptionally strong strong satisfactory for road surfacing unsuitable for road surfacing exceptionally strong strong ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The critical combination of stresses for corner region in cement concrete roads is Load stress + frictional stress Load stress + warping stress frictional stress Load stress + warping stress Load stress + warping stress + frictional stress Load stress + frictional stress Load stress + warping stress frictional stress Load stress + warping stress Load stress + warping stress + frictional stress ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum limit of water absorption for aggregate suitable for road construction is 0.8 % 0.6 % 0.4 % 1.0 % 0.8 % 0.6 % 0.4 % 1.0 % ANSWER DOWNLOAD EXAMIANS APP
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