Highway Engineering The value of ruling gradient in plains as per IRC recommendation is 1 in 30 1 m 15 1 in 12 1 in 20 1 in 30 1 m 15 1 in 12 1 in 20 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Coefficient of friction is less when the pavement surface is rough smooth and wet dry smooth and dry rough smooth and wet dry smooth and dry ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering A traffic rotary is justified where number of intersecting roads is between 4 and 7 when traffic volume is less than 500 vehicles per hour space is limited and costly when traffic volume is more than 5000 vehicles per hour number of intersecting roads is between 4 and 7 when traffic volume is less than 500 vehicles per hour space is limited and costly when traffic volume is more than 5000 vehicles per hour 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 64m 60m 80m zero 64m 60m 80m zero ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is 30m 180m 120m 60m 30m 180m 120m 60m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Centre line markings are used to designate proper lateral placement of vehicles before turning to different directions to indicate that overtaking is not permitted in roadways meant for two way traffic to designate traffic lanes to designate proper lateral placement of vehicles before turning to different directions to indicate that overtaking is not permitted in roadways meant for two way traffic to designate traffic lanes ANSWER DOWNLOAD EXAMIANS APP
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