Highway Engineering Most suitable material for highway embankments is clays silts granular soil organic soil clays silts granular soil organic soil ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Highway facilities are designed for peak hourly volume of the year annual average daily traffic thirtieth highest hourly volume annual average hourly volume peak hourly volume of the year annual average daily traffic thirtieth highest hourly volume annual average hourly volume ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If b is the wheel track of a vehicle and h is the height of centre of gravity above road surface, then to avoid overturning and lateral skidding on a horizontal curve, the centrifugal ratio should always be less than b/2h and also less than co-efficient of lateral friction greater than b/2h and also greater than coefficient of lateral friction greater than b/2h and less than co-efficient of lateral friction less than b/2h and greater than co-efficient of lateral friction less than b/2h and also less than co-efficient of lateral friction greater than b/2h and also greater than coefficient of lateral friction greater than b/2h and less than co-efficient of lateral friction less than b/2h and greater than co-efficient of lateral friction ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Creep is the 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 Difference in level of two rails ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering With increase in speed of the traffic stream, the minimum spacing of vehicles increases decreases first increases and then decreases after reaching a maximum value at optimum speed first decreases and then increases after reaching a minimum value at optimum speed increases decreases first increases and then decreases after reaching a maximum value at optimum speed first decreases and then increases after reaching a minimum value at optimum speed ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is 5 7 0 3 5 7 0 3 ANSWER DOWNLOAD EXAMIANS APP
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