Highway Engineering In case of hill roads, the extra widening is generally provided one-fourth on inner side and three-fourth on outer side of the curve fully on the outer side of the curve equally on inner and outer sides of the curve fully on the inner side of the curve one-fourth on inner side and three-fourth on outer side of the curve fully on the outer side of the curve equally on inner and outer sides of the curve fully on the inner side of the curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Maximum daily traffic capacity of bituminous pavements is 1500 tonnes per day 500 tonnes per day 1000 tonnes per day 2000 tonnes per day 1500 tonnes per day 500 tonnes per day 1000 tonnes per day 2000 tonnes per day ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The thickness of bituminous carpet varies from 100 to 120 mm 20 to 25 mm 75 to 100 mm 50 to 75 mm 100 to 120 mm 20 to 25 mm 75 to 100 mm 50 to 75 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to overtaking sight distance two times the overtaking sight distance five times the overtaking sight distance three times the overtaking sight distance overtaking sight distance two times the overtaking sight distance five times the overtaking sight distance three times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum design gradient for vertical profile of a road is exceptional gradient minimum gradient limiting gradient ruling gradient exceptional gradient minimum gradient limiting gradient ruling gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression 3.8 (NV3)”2 0.38 N V3/2 3.8 NV”2 0.38 (NV3)”2 3.8 (NV3)”2 0.38 N V3/2 3.8 NV”2 0.38 (NV3)”2 ANSWER DOWNLOAD EXAMIANS APP
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