Highway Engineering The fundamental factor in the selection of pavement type is availability of funds for the construction project type and intensity of traffic climatic condition subgrade soil and drainage conditions availability of funds for the construction project type and intensity of traffic climatic condition subgrade soil and drainage conditions ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1750/R 1850/R 1700/R 1600/R 1750/R 1850/R 1700/R 1600/R ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Creep is the Difference in level of two rails Vertical movement of rail Lateral movement of rail Longitudinal movement of rail Difference in level of two rails Vertical movement of rail Lateral movement of rail Longitudinal movement of rail ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum width of a vehicle as recommended by IRC is 3.81 m 4.72 m 2.44 m 1.85 m 3.81 m 4.72 m 2.44 m 1.85 m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is dry rolling, application of screening, wet rolling and application of filler dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening dry rolling, application of screening, application of filler and wet rolling dry rolling, application of screening, wet rolling and application of filler dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening dry rolling, application of screening, application of filler and wet rolling ANSWER DOWNLOAD EXAMIANS APP
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
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