Highway Engineering Set 2

10 mm ✘ 25 mm ✘ 50 mm ✘ 100 mm ✔

2.5 m ✘ 3.5 m ✘ 4.5 m ✘ 5.5m ✔

0% ✘ 0.00% ✘ 0% ✘ 0% ✔

less than overtaking sight distance ✘ equal to overtaking sight distance ✘ more than overtaking sight distance ✘ none of the above ✔

an ascending gradient meets with another ascending gradient ✘ an ascending gradient meets with a descending gradient ✘ a descending gradient meets with another descending gradient ✘ an ascending gradient meets with a level surface ✔

Sides and proceed to center ✘ Center and proceed to sides ✘ One side and proceed to other side ✘ Any of the above ✔

Sloping drain ✘ Catch-water drain ✘ Side drain ✘ Cross drain ✔

to designate traffic lanes ✘ in roadways meant for two way traffic ✘ to indicate that overtaking is not permitted ✘ to designate proper lateral placement of vehicles before turning to different directions ✔

1.85 m ✘ 2.44 m ✘ 3.81 m ✘ 4.72 m ✔

group index method ✘ CBR method ✘ Westergaard method ✘ Benkelman beam method ✔