Highway Engineering Which of the following is known as design capacity ? basic capacity practical capacity possible capacity theoretical capacity basic capacity practical capacity possible capacity theoretical capacity ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The effect of grade on safe overtaking sight distance is to increase it on descending grades and to decrease it on ascending grades to increase it on both descending and ascending grades to decrease it on both descending and ascending grades to decrease it on descending grades and to increase it on ascending grades to increase it on descending grades and to decrease it on ascending grades to increase it on both descending and ascending grades to decrease it on both descending and ascending grades to decrease it on descending grades and to increase it on ascending grades ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at 2.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 5.0 mm penetration only 7.5 mm penetration only 2.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 5.0 mm penetration only 7.5 mm penetration only 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 zero 80m 60m 64m zero 80m 60m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The thickness of bituminous carpet varies from 50 to 75 mm 100 to 120 mm 75 to 100 mm 20 to 25 mm 50 to 75 mm 100 to 120 mm 75 to 100 mm 20 to 25 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1600/R 1750/R 1850/R 1700/R 1600/R 1750/R 1850/R 1700/R ANSWER DOWNLOAD EXAMIANS APP
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