Highway Engineering For a constant value of coefficient of lateral friction, the value of required super-elevation increases with decrease in both speed and radius of curve increase 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 decrease in both speed and radius of curve increase 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 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to five times the overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering On a single lane road with two way traffic, the minimum stopping sight distance is equal to stopping distance half the stopping distance three times the stopping distance two times the stopping distance stopping distance half the stopping distance three times the stopping distance two times the stopping distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Number of cotters used in CST-9 sleepers is 4 5 2 3 4 5 2 3 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 7.5 mm penetration only 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations 2.5 mm penetration only 7.5 mm penetration only 5.0 mm penetration only ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Normally maximum cant permissible in Meter Gauge is 140 mm 90 mm 165 mm 75 mm 140 mm 90 mm 165 mm 75 mm ANSWER DOWNLOAD EXAMIANS APP
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