Highway Engineering The maximum spacing of contraction joints in rigid pavements is 2.5 m 3.5 m 5.5m 4.5 m 2.5 m 3.5 m 5.5m 4.5 m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is 1 in 60 1 in 48 1 in 30 1 in 36 1 in 60 1 in 48 1 in 30 1 in 36 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The entrance and exit curves of a rotary have equal radii but pavement width is more at entrance than at exit curve equal radii and equal widths of pavement equal pavement widths but radius is more at entrance curve than at exit curve different radii and different widths of pavement equal radii but pavement width is more at entrance than at exit curve equal radii and equal widths of pavement equal pavement widths but radius is more at entrance curve than at exit curve different radii and different widths of pavement 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 15 cubic meter 12 cubic meter 10 cubic meter 8 cubic meter 15 cubic meter 12 cubic meter 10 cubic meter ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is 3000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour 2000 vehicles per hour 3000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour 2000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as satisfactory for road surfacing unsuitable for road surfacing exceptionally strong strong satisfactory for road surfacing unsuitable for road surfacing exceptionally strong strong ANSWER DOWNLOAD EXAMIANS APP
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