Highway Engineering Percentage of free carbon in bitumen is None of these more than that in tar less than that in tar equal to that in tar None of these more than that in tar less than that in tar equal to that in tar ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The most suitable equipment for compacting clayey soils is a vibrator sheep foot roller pneumatic tyred roller smooth wheeled roller vibrator sheep foot roller pneumatic tyred roller smooth wheeled roller 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 10 cm 50cm 30 cm 20 cm 10 cm 50cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In case of hill roads, the extra widening is generally provided equally on inner and outer sides of the curve fully on the outer side of the curve one-fourth on inner side and three-fourth on outer side of the curve fully on the inner side of the curve equally on inner and outer sides of the curve fully on the outer side of the curve one-fourth on inner side and three-fourth on outer side of the curve fully on the inner side of the curve 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
Highway Engineering The maximum width of a vehicle as recommended by IRC is 3.81 m 1.85 m 2.44 m 4.72 m 3.81 m 1.85 m 2.44 m 4.72 m ANSWER DOWNLOAD EXAMIANS APP
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