Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to 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 overtaking sight distance three times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Flexible pavement distribute the wheel load through a set of layers to the subgrade None of these directly to subgrade through structural action through a set of layers to the subgrade None of these directly to subgrade through structural action ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is 1 in 10 1 in 12.5 equal to camber 1 in 15 1 in 10 1 in 12.5 equal to camber 1 in 15 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 10 cubic meter 8 cubic meter 15 cubic meter 12 cubic meter 10 cubic meter 8 cubic meter 15 cubic meter 12 cubic meter ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is dry rolling, application of screening, application of filler and wet rolling dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening dry rolling, application of screening, wet rolling and application of filler dry rolling, application of screening, application of filler and wet rolling dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening dry rolling, application of screening, wet rolling and application of filler ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bitumen of grade 80/100 means its penetration value is 8 mm its penetration value is 8 to 10 cm its penetration value is 10 mm its penetration value is 8 to 10 mm its penetration value is 8 mm its penetration value is 8 to 10 cm its penetration value is 10 mm its penetration value is 8 to 10 mm ANSWER DOWNLOAD EXAMIANS APP