Highway Engineering The recommended grade of tar for grouting purpose is RT-5 RT-3 RT-2 RT-1 RT-5 RT-3 RT-2 RT-1 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Most suitable material for highway embankments is clays organic soil silts granular soil clays organic soil silts granular soil 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 NV”2 3.8 (NV3)”2 0.38 N V3/2 0.38 (NV3)”2 3.8 NV”2 3.8 (NV3)”2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Centre line markings are used to designate proper lateral placement of vehicles before turning to different directions in roadways meant for two way traffic to indicate that overtaking is not permitted to designate traffic lanes to designate proper lateral placement of vehicles before turning to different directions in roadways meant for two way traffic to indicate that overtaking is not permitted to designate traffic lanes ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The fundamental factor in the selection of pavement type is type and intensity of traffic climatic condition subgrade soil and drainage conditions availability of funds for the construction project type and intensity of traffic climatic condition subgrade soil and drainage conditions availability of funds for the construction project ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at 7.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 5.0 mm penetration only 2.5 mm penetration only 7.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 5.0 mm penetration only 2.5 mm penetration only ANSWER DOWNLOAD EXAMIANS APP
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