Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as unsuitable for road surfacing exceptionally strong strong satisfactory for road surfacing unsuitable for road surfacing exceptionally strong strong satisfactory for road surfacing ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The entrance and exit curves of a rotary have 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 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 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The provision of traffic signals at intersections increases right angled and rear end collisions reduces right angled collisions but may increase rear end collisions reduces right angled and rear end collisions reduces rear end collisions but may increase right angled collisions increases right angled and rear end collisions reduces right angled collisions but may increase rear end collisions reduces right angled and rear end collisions reduces rear end collisions but may increase right angled collisions ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The ductility value of bitumen for suitability in road construction should not be less than 30 cm 50cm 20 cm 10 cm 30 cm 50cm 20 cm 10 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at both 2.5 mm and 5.0 mm penetrations 2.5 mm penetration only 5.0 mm penetration only 7.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 2.5 mm penetration only 5.0 mm penetration only 7.5 mm penetration only ANSWER DOWNLOAD EXAMIANS APP
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