Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.1 0.45 0.2 0.3 0.1 0.45 0.2 0.3 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is 2500 vehicles per hour 1500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Select the correct statement. More the value of group index, less thickness of pavement will be required 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 All of these More the value of group index, less thickness of pavement will be required 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 All of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm) -0.168 cm 7.432 cm 0.168 cm 7.768 cm -0.168 cm 7.432 cm 0.168 cm 7.768 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The most economical lighting layout which is suitable for narrow roads is None of these Single side lighting Staggered system Central lighting system None of these Single side lighting Staggered system Central lighting system ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Desire lines are plotted in speed studies origin and destination studies traffic volume studies accident studies speed studies origin and destination studies traffic volume studies accident studies ANSWER DOWNLOAD EXAMIANS APP
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