Highway Engineering Percentage of free carbon in bitumen is None of these equal to that in tar more than that in tar less than that in tar None of these equal to that in tar more than that in tar less than that in tar ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In soils having same values of plasticity index, if liquid limit is increased, then Compressibility and permeability decrease and dry strength increases Compressibility, permeability and dry strength increase Compressibility, permeability and dry strength decrease Compressibility and permeability increase and dry strength decreases Compressibility and permeability decrease and dry strength increases Compressibility, permeability and dry strength increase Compressibility, permeability and dry strength decrease Compressibility and permeability increase and dry strength decreases ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Study the following statements regarding creep. i) Creep is greater on curves than on tangent railway track, ii) Creep in new rails is more than that in old rails, iii) Creep is more on steep gradients than on level track. The correct answer is only (i) (ii) and (iii) (i), (ii) and (iii) (i)and(ii) only (i) (ii) and (iii) (i), (ii) and (iii) (i)and(ii) ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The recommended grade of tar for grouting purpose is RT-5 RT-3 RT-2 RT-1 RT-5 RT-3 RT-2 RT-1 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is 1 % 10% no compensation 0.1 % 1 % 10% no compensation 0.1 % ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is 1000000 1000 100000 10000 1000000 1000 100000 10000 ANSWER DOWNLOAD EXAMIANS APP
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