1. Highway facilities are designed for
2. The provision of traffic signals at intersections
3. In CBR test the value of CBR is calculated at
4. If aggregate impact value is 20 to 30 percent, then it is classified as
5. The camber of shoulders in water bound macadam roads is
6. The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as
7. The ductility value of bitumen for suitability in road construction should not be less than
8. The entrance and exit curves of a rotary have
9. The fundamental factor in the selection of pavement type is
10. Tie bars in cement concrete pavements are at
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