Highway Engineering The recommended grade of tar for grouting purpose is RT-5 RT-2 RT-3 RT-1 RT-5 RT-2 RT-3 RT-1 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is dry rolling, application of filler, wet rolling and application of screening dry rolling, wet rolling, application of screening and application of filler dry rolling, application of screening, wet rolling and application of filler dry rolling, application of screening, application of filler and wet rolling dry rolling, application of filler, wet rolling and application of screening dry rolling, wet rolling, application of screening and application of filler dry rolling, application of screening, wet rolling and application of filler dry rolling, application of screening, application of filler and wet rolling ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations 2.5 mm penetration only 7.5 mm penetration only 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations 2.5 mm penetration only 7.5 mm penetration only ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The binder normally used in flexible pavement construction is None of these cement bitumen lime None of these cement bitumen lime ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum limit of water absorption for aggregate suitable for road construction is 0.8 % 0.6 % 1.0 % 0.4 % 0.8 % 0.6 % 1.0 % 0.4 % ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The transition curve used in the horizontal alignment of highways as per IRC recommendations is Any of these cubic parabola spiral lemniscate Any of these cubic parabola spiral lemniscate ANSWER DOWNLOAD EXAMIANS APP
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