Highway Engineering Penetration test on bitumen is used for determining its Viscosity Ductility Grade Temperature susceptibility Viscosity Ductility Grade Temperature susceptibility ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to 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 two times the overtaking sight distance three times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression 0.38 N V3/2 0.38 (NV3)”2 3.8 (NV3)”2 3.8 NV”2 0.38 N V3/2 0.38 (NV3)”2 3.8 (NV3)”2 3.8 NV”2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The critical combination of stresses for corner region in cement concrete roads is Load stress + warping stress frictional stress Load stress + frictional stress Load stress + warping stress + frictional stress Load stress + warping stress Load stress + warping stress frictional stress Load stress + frictional stress Load stress + warping stress + frictional stress Load stress + warping stress ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Desire lines are plotted in speed studies traffic volume studies accident studies origin and destination studies speed studies traffic volume studies accident studies origin and destination studies ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to same viscosity None of these viscosity in decreasing order from RC-2 to SC-2 viscosity in increasing order from RC-2 to SC-2 same viscosity None of these viscosity in decreasing order from RC-2 to SC-2 viscosity in increasing order from RC-2 to SC-2 ANSWER DOWNLOAD EXAMIANS APP
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