Highway Engineering The aggregates required for one kilometer length of water bound macadam road per meter width and for 10 mm thickness is 12 cubic meter 8 cubic meter 10 cubic meter 15 cubic meter 12 cubic meter 8 cubic meter 10 cubic meter 15 cubic meter ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by 12kmph 16kmph 20 kmph 8 kmph 12kmph 16kmph 20 kmph 8 kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The entrance and exit curves of a rotary have different radii and different widths of pavement equal pavement widths but radius is more at entrance curve than at exit curve equal radii but pavement width is more at entrance than at exit curve equal radii and equal widths of pavement different radii and different widths of pavement equal pavement widths but radius is more at entrance curve than at exit curve equal radii but pavement width is more at entrance than at exit curve equal radii and equal widths of pavement 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 filler, wet rolling and application of screening dry rolling, wet rolling, application of screening and application of filler dry rolling, application of screening, application of filler and wet rolling dry rolling, application of screening, wet rolling and application of filler dry rolling, application of filler, wet rolling and application of screening dry rolling, wet rolling, application of screening and application of filler dry rolling, application of screening, application of filler and wet rolling dry rolling, application of screening, wet rolling and application of filler ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering With increase in speed of the traffic stream, the minimum spacing of vehicles increases decreases first increases and then decreases after reaching a maximum value at optimum speed first decreases and then increases after reaching a minimum value at optimum speed increases decreases first increases and then decreases after reaching a maximum value at optimum speed first decreases and then increases after reaching a minimum value at optimum speed ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1850/R 1750/R 1600/R 1700/R 1850/R 1750/R 1600/R 1700/R ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS