Highway engineering
increases
decreases
first decreases and then increases after reaching a minimum value at optimum speed
first increases and then decreases after reaching a maximum value at optimum speed
Answer is Wrong!
Answer is Right!
2. The aggregates required for one kilometer length of water bound macadam road per meter width and for 10 mm thickness is A. 8 cubic meter B. 10 cubic meter C. 12 cubic meter D. 15 cubic meter
8 cubic meter
10 cubic meter
12 cubic meter
15 cubic meter
Answer is Wrong!
Answer is Right!
3. For rapid curing cutbacks, the oil used is A. gasoline B. kerosene oil C. light diesel D. heavy diesel
gasoline
kerosene oil
light diesel
heavy diesel
Answer is Wrong!
Answer is Right!
4. Reaction time of a driver A. increases with increase in speed B. decreases with increase in speed C. is same for all speeds D. none of the above
increases with increase in speed
decreases with increase in speed
is same for all speeds
none of the above
Answer is Wrong!
Answer is Right!
5. Rigidity factor for a tyre pressure greater than 7 kg/cm2 is A. Equal to 1 B. Less than 1 C. Greater than 1 D. Zero
Equal to 1
Less than 1
Greater than 1
Zero
Answer is Wrong!
Answer is Right!
6. The terrain may be classified as rolling terrain if the cross slope of land is A. upto 10% B. between 10% and 25% C. between 25% and 60% D. more than 60%
upto 10%
between 10% and 25%
between 25% and 60%
more than 60%
Answer is Wrong!
Answer is Right!
7. The most efficient traffic signal system is A. simultaneous system B. alternate system C. flexible progressive system D. simple progressive system
simultaneous system
alternate system
flexible progressive system
simple progressive system
Answer is Wrong!
Answer is Right!
8. As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is A. 1 in 15 B. 1 in 12.5 C. 1 in 10 D. equal to camber
1 in 15
1 in 12.5
1 in 10
equal to camber
Answer is Wrong!
Answer is Right!
9. If b is the wheel track of a vehicle and h is the height of centre of gravity above road surface, then to avoid overturning and lateral skidding on a horizontal curve, the centrifugal ratio should always be A. Less than $$\frac{{\text{b}}}{{2{\text{h}}}}$$ and greater than co-efficient of lateral friction B. Less than $$\frac{{\text{b}}}{{2{\text{h}}}}$$ and also less than co-efficient of lateral friction C. Greater than $$\frac{{\text{b}}}{{2{\text{h}}}}$$ and less than co-efficient of lateral friction D. Greater than $$\frac{{\text{b}}}{{2{\text{h}}}}$$ and also greater than coefficient of lateral friction
Less than $$rac{{ ext{b}}}{{2{ ext{h}}}}$$ and greater than co-efficient of lateral friction
Less than $$rac{{ ext{b}}}{{2{ ext{h}}}}$$ and also less than co-efficient of lateral friction
Greater than $$rac{{ ext{b}}}{{2{ ext{h}}}}$$ and less than co-efficient of lateral friction
Greater than $$rac{{ ext{b}}}{{2{ ext{h}}}}$$ and also greater than coefficient of lateral friction
Answer is Wrong!
Answer is Right!