Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.2 0.3 0.1 0.45 0.2 0.3 0.1 0.45 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a constant value of coefficient of lateral friction, the value of required super-elevation increases with decrease in speed and with increase in radius of curve increase in both speed and radius of curve increase in speed and with decrease in radius of curve decrease in both speed and radius of curve decrease in speed and with increase in radius of curve increase in both speed and radius of curve increase in speed and with decrease in radius of curve decrease in both speed and radius of curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Length of a vehicle affects width of shoulders and parking facilities extra width of pavement and minimum turning radius width of traffic lanes clearance to be provided under structures such as overbridges, under-bridges etc. width of shoulders and parking facilities extra width of pavement and minimum turning radius width of traffic lanes clearance to be provided under structures such as overbridges, under-bridges etc. 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 The suitable surfacing material for a bridge deck slab is rolled asphalt bituminous carpet sheet asphalt mastic asphalt rolled asphalt bituminous carpet sheet asphalt mastic asphalt ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Reaction time of a driver increases with increase in speed None of these decreases with increase in speed is same for all speeds increases with increase in speed None of these decreases with increase in speed is same for all speeds ANSWER DOWNLOAD EXAMIANS APP
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