Highway Engineering Bottom most layer of pavement is known as wearing course subgrade sub-base course base course wearing course subgrade sub-base course base course ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Most suitable material for highway embankments is silts organic soil granular soil clays silts organic soil granular soil clays ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In case of summit curves, the deviation angle will be maximum when an ascending gradient meets with another ascending gradient a descending gradient meets with another descending gradient an ascending gradient meets with a level surface an ascending gradient meets with a descending gradient an ascending gradient meets with another ascending gradient a descending gradient meets with another descending gradient an ascending gradient meets with a level surface an ascending gradient meets with a descending gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum spacing of contraction joints in rigid pavements is 2.5 m 4.5 m 3.5 m 5.5m 2.5 m 4.5 m 3.5 m 5.5m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Normally maximum cant permissible in Meter Gauge is 75 mm 140 mm 90 mm 165 mm 75 mm 140 mm 90 mm 165 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at 5.0 mm penetration only 2.5 mm penetration only 7.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 5.0 mm penetration only 2.5 mm penetration only 7.5 mm penetration only both 2.5 mm and 5.0 mm penetrations ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS