Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.2 0.3 0.45 0.1 0.2 0.3 0.45 0.1 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 If aggregate impact value is 20 to 30 percent, then it is classified as satisfactory for road surfacing unsuitable for road surfacing exceptionally strong strong satisfactory for road surfacing unsuitable for road surfacing exceptionally strong strong ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Desire lines are plotted in speed studies traffic volume studies origin and destination studies accident studies speed studies traffic volume studies origin and destination studies accident studies ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Maximum number of vehicles can be parked with 30° angle parking 45° angle parking parallel parking 90° angle parking 30° angle parking 45° angle parking parallel parking 90° angle parking ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The most economical lighting layout which is suitable for narrow roads is Single side lighting Staggered system Central lighting system None of these Single side lighting Staggered system Central lighting system None of these ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS