Highway Engineering If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be zero 80m 64m 60m zero 80m 64m 60m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Tie bars in cement concrete pavements are at expansion joints warping joints contraction joints longitudinal joints expansion joints warping joints contraction joints longitudinal joints ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following premix methods is used for base course ? sheet asphalt mastic asphalt bituminous bound macadam bituminous carpet sheet asphalt mastic asphalt bituminous bound macadam bituminous carpet ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bitumen of grade 80/100 means its penetration value is 8 to 10 mm its penetration value is 8 to 10 cm its penetration value is 10 mm its penetration value is 8 mm its penetration value is 8 to 10 mm its penetration value is 8 to 10 cm its penetration value is 10 mm its penetration value is 8 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is 10% no compensation 0.1 % 1 % 10% no compensation 0.1 % 1 % ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to two times the overtaking sight distance overtaking sight distance five times the overtaking sight distance three times the overtaking sight distance two times the overtaking sight distance overtaking sight distance five times the overtaking sight distance three times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
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