Highway Engineering Percentage of free carbon in bitumen is equal to that in tar less than that in tar None of these more than that in tar equal to that in tar less than that in tar None of these more than that in tar 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 80m 64m zero 60m 80m 64m zero 60m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Select the correct statement. Minimum and maximum values of group index can be 0 and 20 respectively More the value of CBR, greater thickness of pavement will be required More the value of group index, less thickness of pavement will be required All of these Minimum and maximum values of group index can be 0 and 20 respectively More the value of CBR, greater thickness of pavement will be required More the value of group index, less thickness of pavement will be required All of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Tie bars in cement concrete pavements are at warping joints expansion joints contraction joints longitudinal joints warping joints expansion joints contraction joints longitudinal joints ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For highway geometric design purposes the speed used is 15th percentile 50 “”percentile 98 “”percentile 85th percentile 15th percentile 50 “”percentile 98 “”percentile 85th percentile ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum thickness of expansion joint in rigid pavements is 10 mm 25 mm 100 mm 50 mm 10 mm 25 mm 100 mm 50 mm ANSWER DOWNLOAD EXAMIANS APP
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