Highway Engineering Coefficient of friction is less when the pavement surface is dry smooth and dry rough smooth and wet dry smooth and dry rough smooth and wet ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber for hill roads in case of bituminous surfacing is adopted as 0.025 0.02 0.03 0.04 0.025 0.02 0.03 0.04 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Desire lines are plotted in speed studies traffic volume studies accident studies origin and destination studies speed studies traffic volume studies accident studies origin and destination studies ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Select the correct statement. 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 Minimum and maximum values of group index can be 0 and 20 respectively ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the group index value of subgrade is between 5 and 9, then the subgrade is treated as very poor poor good fair very poor poor good fair ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Maximum daily traffic capacity of bituminous pavements is 500 tonnes per day 1500 tonnes per day 2000 tonnes per day 1000 tonnes per day 500 tonnes per day 1500 tonnes per day 2000 tonnes per day 1000 tonnes per day ANSWER DOWNLOAD EXAMIANS APP
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