Highway Engineering Percentage of free carbon in bitumen is 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 None of these more than that in tar ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum design gradient for vertical profile of a road is exceptional gradient ruling gradient minimum gradient limiting gradient exceptional gradient ruling gradient minimum gradient limiting gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to three times the overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is 1 % 10% no compensation 0.1 % 1 % 10% no compensation 0.1 % ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bitumen of grade 80/100 means 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 its penetration value is 8 to 10 cm its penetration value is 8 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Scientific planning of transportation system and mass transit facilities in cities should be based on accident data spot speed data origin and destination data traffic volume data accident data spot speed data origin and destination data traffic volume data ANSWER DOWNLOAD EXAMIANS APP
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