Highway Engineering The minimum design speed for hairpin bends in hill roads is taken as 20 kmph 40 kmph 30 kmph 50 kmph 20 kmph 40 kmph 30 kmph 50 kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to None of these viscosity in decreasing order from RC-2 to SC-2 same viscosity viscosity in increasing order from RC-2 to SC-2 None of these viscosity in decreasing order from RC-2 to SC-2 same viscosity viscosity in increasing order from RC-2 to SC-2 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 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 0.38 N V3/2 0.38 (NV3)”2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Stopping sight distance is always less than overtaking sight distance equal to overtaking sight distance None of these more than overtaking sight distance less than overtaking sight distance equal to overtaking sight distance None of these more than overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following is indicated by a warning sign ? level crossing no parking overtaking prohibited end of speed limit level crossing no parking overtaking prohibited end of speed limit ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is group index method CBR method Westergaard method Benkelman beam method group index method CBR method Westergaard method Benkelman beam method ANSWER DOWNLOAD EXAMIANS APP
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