Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to three times the overtaking sight distance overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Enoscope is used to find time-mean speed spot speed space-mean speed average speed time-mean speed spot speed space-mean speed average speed ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In case of hill roads, the extra widening is generally provided fully on the inner side of the curve fully on the outer side of the curve one-fourth on inner side and three-fourth on outer side of the curve equally on inner and outer sides of the curve fully on the inner side of the curve fully on the outer side of the curve one-fourth on inner side and three-fourth on outer side of the curve equally on inner and outer sides of the curve 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 180m 30m 120m 60m 180m 30m 120m 60m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is 10000 1000 100000 1000000 10000 1000 100000 1000000 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Flexible pavement distribute the wheel load through a set of layers to the subgrade None of these through structural action directly to subgrade through a set of layers to the subgrade None of these through structural action directly to subgrade ANSWER DOWNLOAD EXAMIANS APP
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