Highway Engineering The value of ruling gradient in plains as per IRC recommendation is 1 in 12 1 m 15 1 in 30 1 in 20 1 in 12 1 m 15 1 in 30 1 in 20 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The most suitable equipment for compacting clayey soils is a smooth wheeled roller vibrator pneumatic tyred roller sheep foot roller smooth wheeled roller vibrator pneumatic tyred roller sheep foot roller ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Length of a vehicle affects width of traffic lanes clearance to be provided under structures such as overbridges, under-bridges etc. extra width of pavement and minimum turning radius width of shoulders and parking facilities width of traffic lanes clearance to be provided under structures such as overbridges, under-bridges etc. extra width of pavement and minimum turning radius width of shoulders and parking facilities ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be zero 60m 80m 64m zero 60m 80m 64m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The binder normally used in flexible pavement construction is bitumen lime cement None of these bitumen lime cement None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The ruling design speed on a National Highway in plain terrain as per IRC recommendations is 80 kmph 100 kmph 120 kmph 60 kmph 80 kmph 100 kmph 120 kmph 60 kmph ANSWER DOWNLOAD EXAMIANS APP
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