Highway Engineering Penetration test on bitumen is used for determining its Temperature susceptibility Viscosity Ductility Grade Temperature susceptibility Viscosity Ductility Grade ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to two times the overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance overtaking sight distance 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 both speed and radius of curve decrease in speed and with increase in radius of curve increase in speed and with decrease in radius of curve increase in both speed and radius of curve decrease in both speed and radius of curve decrease in speed and with increase in radius of curve increase in speed and with decrease in radius of curve increase 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 clearance to be provided under structures such as overbridges, under-bridges etc. width of traffic lanes width of shoulders and parking facilities extra width of pavement and minimum turning radius clearance to be provided under structures such as overbridges, under-bridges etc. width of traffic lanes ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The recommended grade of tar for grouting purpose is RT-1 RT-2 RT-5 RT-3 RT-1 RT-2 RT-5 RT-3 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The thickness of bituminous carpet varies from 50 to 75 mm 20 to 25 mm 100 to 120 mm 75 to 100 mm 50 to 75 mm 20 to 25 mm 100 to 120 mm 75 to 100 mm ANSWER DOWNLOAD EXAMIANS APP
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