Highway Engineering The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is 5 7 3 0 5 7 3 0 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In the penetration macadam construction, the bitumen is Premixed with aggregates and then spread Sprayed before the aggregates are spread and compacted None of these Sprayed after the aggregates are spread and compacted Premixed with aggregates and then spread Sprayed before the aggregates are spread and compacted None of these Sprayed after the aggregates are spread and compacted ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at 2.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 7.5 mm penetration only 5.0 mm penetration only 2.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 7.5 mm penetration only 5.0 mm penetration only 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) 7.768 cm -0.168 cm 0.168 cm 7.432 cm 7.768 cm -0.168 cm 0.168 cm 7.432 cm ANSWER DOWNLOAD EXAMIANS APP
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 Normally maximum cant permissible in Meter Gauge is 165 mm 75 mm 140 mm 90 mm 165 mm 75 mm 140 mm 90 mm ANSWER DOWNLOAD EXAMIANS APP
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