Highway Engineering “Dead Slow” is a informatory sign warning sign None of these regulatory sign informatory sign warning sign None of these regulatory sign ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is 0.1 % 10% no compensation 1 % 0.1 % 10% no compensation 1 % ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Most suitable material for highway embankments is granular soil organic soil silts clays granular soil organic soil silts clays ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The terrain may be classified as rolling terrain if the cross slope of land is between 25% and 60% upto 10% more than 60% between 10% and 25% between 25% and 60% upto 10% more than 60% between 10% and 25% ANSWER DOWNLOAD EXAMIANS APP
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 0 7 5 3 0 7 5 3 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.2 0.45 0.3 0.1 0.2 0.45 0.3 0.1 ANSWER DOWNLOAD EXAMIANS APP
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