Highway Engineering Los Angeles testing machine is used to conduct Crushing strength test Attrition test Abrasion test Impact test Crushing strength test Attrition test Abrasion test Impact test ANSWER DOWNLOAD EXAMIANS APP
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 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 64m 80m 60m zero 64m 80m 60m zero ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a constant value of coefficient of lateral friction, the value of required super-elevation increases with increase in speed and with decrease in radius of curve decrease in speed and with increase in radius of curve increase in both speed and radius of curve decrease in both speed and radius of curve increase in speed and with decrease in radius of curve decrease in speed and with increase in radius of curve increase in both speed and radius of curve decrease in both speed and radius of curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The terrain may be classified as rolling terrain if the cross slope of land is more than 60% between 25% and 60% between 10% and 25% upto 10% more than 60% between 25% and 60% between 10% and 25% upto 10% 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
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