Highway Engineering If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is 120m 60m 180m 30m 120m 60m 180m 30m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to overtaking sight distance three times the overtaking sight distance two times the overtaking sight distance five times the overtaking sight distance overtaking sight distance three times the overtaking sight distance two times the overtaking sight distance five times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is 7 5 0 3 7 5 0 3 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bitumen of grade 80/100 means its penetration value is 8 to 10 cm its penetration value is 8 mm its penetration value is 10 mm its penetration value is 8 to 10 mm its penetration value is 8 to 10 cm its penetration value is 8 mm its penetration value is 10 mm its penetration value is 8 to 10 mm 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 60m 80m zero 64m 60m 80m zero 64m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The aggregates required for one kilometer length of water bound macadam road per meter width and for 10 mm thickness is 8 cubic meter 12 cubic meter 10 cubic meter 15 cubic meter 8 cubic meter 12 cubic meter 10 cubic meter 15 cubic meter ANSWER DOWNLOAD EXAMIANS APP