Highway Engineering Coefficient of friction is less when the pavement surface is smooth and wet smooth and dry rough dry smooth and wet smooth and dry rough dry ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1600/R 1700/R 1750/R 1850/R 1600/R 1700/R 1750/R 1850/R ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bottom most layer of pavement is known as sub-base course wearing course base course subgrade sub-base course wearing course base course subgrade 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 Bitumen of grade 80/100 means its penetration value is 8 to 10 cm its penetration value is 8 mm its penetration value is 10 mm its penetration value is 8 to 10 mm its penetration value is 8 to 10 cm its penetration value is 8 mm its penetration value is 10 mm its penetration value is 8 to 10 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The ductility value of bitumen for suitability in road construction should not be less than 50cm 30 cm 10 cm 20 cm 50cm 30 cm 10 cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
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