Highway Engineering Penetration test on bitumen is used for determining its Grade Temperature susceptibility Viscosity Ductility Grade Temperature susceptibility Viscosity Ductility 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 Tyre pressure influences the quality of surface course total depth of pavement both the above None of these quality of surface course total depth of pavement both the above None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Percentage of free carbon in bitumen is equal to that in tar less than that in tar more than that in tar None of these equal to that in tar less than that in tar more than that in tar None 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 -0.168 cm 7.432 cm 7.768 cm 0.168 cm -0.168 cm 7.432 cm 7.768 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum limit of water absorption for aggregate suitable for road construction is 1.0 % 0.4 % 0.6 % 0.8 % 1.0 % 0.4 % 0.6 % 0.8 % ANSWER DOWNLOAD EXAMIANS APP
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