Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as unsuitable for road surfacing exceptionally strong satisfactory for road surfacing strong unsuitable for road surfacing exceptionally strong satisfactory for road surfacing strong ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The rail is designated by its weight per unit length length cross-section weight weight per unit length length cross-section weight ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The entrance and exit curves of a rotary have equal radii and equal widths of pavement equal pavement widths but radius is more at entrance curve than at exit curve equal radii but pavement width is more at entrance than at exit curve different radii and different widths of pavement equal radii and equal widths of pavement equal pavement widths but radius is more at entrance curve than at exit curve equal radii but pavement width is more at entrance than at exit curve different radii and different widths of pavement ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following is indicated by a warning sign ? overtaking prohibited no parking end of speed limit level crossing overtaking prohibited no parking end of speed limit level crossing ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Maximum number of vehicles can be parked with 45° angle parking parallel parking 30° angle parking 90° angle parking 45° angle parking parallel parking 30° angle parking 90° angle parking ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Highway facilities are designed for thirtieth highest hourly volume peak hourly volume of the year annual average daily traffic annual average hourly volume thirtieth highest hourly volume peak hourly volume of the year annual average daily traffic annual average hourly volume ANSWER DOWNLOAD EXAMIANS APP
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