Highway Engineering The most suitable equipment for compacting clayey soils is a sheep foot roller vibrator pneumatic tyred roller smooth wheeled roller sheep foot roller vibrator pneumatic tyred roller smooth wheeled roller ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1750/R 1700/R 1600/R 1850/R 1750/R 1700/R 1600/R 1850/R ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the width of car parking space and width of street are limited, generally preferred parking system is 45° angle parking 90° angle parking Parallel parking 65° angle parking 45° angle parking 90° angle parking Parallel parking 65° angle parking ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Length of a vehicle affects clearance to be provided under structures such as overbridges, under-bridges etc. width of traffic lanes width of shoulders and parking facilities extra width of pavement and minimum turning radius clearance to be provided under structures such as overbridges, under-bridges etc. width of traffic lanes width of shoulders and parking facilities extra width of pavement and minimum turning radius ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The ductility value of bitumen for suitability in road construction should not be less than 30 cm 20 cm 50cm 10 cm 30 cm 20 cm 50cm 10 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the speed of traffic flow becomes zero,then traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both become zero traffic density attains maximum value whereas traffic volume becomes zero traffic density and traffic volume both attain maximum value traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both become zero traffic density attains maximum value whereas traffic volume becomes zero traffic density and traffic volume both attain maximum value ANSWER DOWNLOAD EXAMIANS APP
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