Highway Engineering Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is 1.0 0.5 2.0 10 1.0 0.5 2.0 10 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber of road should be approximately equal to longitudinal gradient three times the longitudinal gradient half the longitudinal gradient two times the longitudinal gradient longitudinal gradient three times the longitudinal gradient half the longitudinal gradient two times the longitudinal gradient ANSWER DOWNLOAD EXAMIANS APP
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 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 7.432 cm 0.168 cm 7.768 cm -0.168 cm 7.432 cm 0.168 cm 7.768 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For highway geometric design purposes the speed used is 15th percentile 98 “”percentile 85th percentile 50 “”percentile 15th percentile 98 “”percentile 85th percentile 50 “”percentile ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following is known as design capacity ? basic capacity theoretical capacity possible capacity practical capacity basic capacity theoretical capacity possible capacity practical capacity ANSWER DOWNLOAD EXAMIANS APP
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