Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.45 0.2 0.1 0.3 0.45 0.2 0.1 0.3 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 three times the overtaking sight distance five times the overtaking sight distance overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The absolute minimum radius of curve for safe operation for a speed of 110 kmph is 110 m 220 m 440 m 577 m 110 m 220 m 440 m 577 m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber of shoulders in water bound macadam roads is equal to the cross slope of pavement zero greater than the cross slope of pavement less than the cross slope of pavement equal to the cross slope of pavement zero greater than the cross slope of pavement less than the cross slope of pavement ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The critical combination of stresses for corner region in cement concrete roads is Load stress + frictional stress Load stress + warping stress frictional stress Load stress + warping stress Load stress + warping stress + frictional stress Load stress + frictional stress Load stress + warping stress frictional stress Load stress + warping stress Load stress + warping stress + frictional stress 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 7.5 mm penetration only 2.5 mm penetration only 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations 7.5 mm penetration only 2.5 mm penetration only 5.0 mm penetration only ANSWER DOWNLOAD EXAMIANS APP
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