177 Highway Engineering Chapter Wise McQ Test of 25 Question #3 Highway Engineering Chapter Wise McQ Test of 25 Question for PSC, NEC, UPSC, SSC and Many more. 1 / 25 1. Which vehicle has the lowest Equivalent PCU? A. Car B. Light Truck C. Bus D. Bullock Carts 2 / 25 2. Equivalent factor of passenger car unit (PCU) for a passenger car as per NRS is A. 1.0 B. 2.0 C. 0.5 D. 10 3 / 25 3. Obligatory points in a road alignment are points through which: A. The road alignment is to pass B. The road alignment should not pass C. Both of above D. None of the above 4 / 25 4. The Basic Requirements of Road Alignment are A. Short B. Safe C. Comfort D. All of these 5 / 25 5. The factors controlling Highway Alignment are A. Obligatory Points B. Geometric Design C. Traffic D. All of these 6 / 25 6. The most important factor that is required for road geometrics is A. SSD B. OSD C. ISD D. Speed of vehicle 7 / 25 7. The design of horizontal and vertical alignments, super elevation, gradient is worst affected by A. Length of vehicle B. Width of vehicle C. Speed of vehicle D. Height of vehicle 8 / 25 8. Which of the following is not considered when designing highways? A. Settlement B. Cross section C. Level of service D. Sight distance 9 / 25 9. Length of a vehicle affects A. width of traffic lanes B. extra width of pavement and minimum turning radius C. width of shoulders and parking facilities D. Clearance to be provided under structures such as over bridges, under-bridges etc. 10 / 25 10. The braking efficiency mainly depends on A. Sight distance B. PIEV theory C. Friction D. Length of the curve 11 / 25 11. The design value of lateral friction coefficient on highway is A. 1.5 B. 0.50 C. 0.35 D. 0.15 12 / 25 12. PIEV stands for A. Perception B. Intellection C. Emotion D. All of the above 13 / 25 13. The reaction time of the driver is A. 2 sec B. 3 sec C. 2.5 sec D. 3.5 sec 14 / 25 14. The reaction time of the driver during overtaking is A. 2 sec B. 2.5 sec C. 3 sec D. 3.5 sec 15 / 25 15. The reaction time of the driver is A. (1.5-2) sec B. (2.5-3) sec C. (2-2.5) sec D. (3-3.5) sec 16 / 25 16. The most raised portion of the pavement is called A. Super elevation B. Camber C. Crown D. Cross slope 17 / 25 17. Camber in pavements is provided by A. straight line method B. parabolic method C. Straight at the edges and parabolic at the crown D. All of the above 18 / 25 18. Camber provided in concrete road is A. 1.5% B. 2.5 % C. 4 % D. 5 % 19 / 25 19. The camber of road should be approximately equal to A. longitudinal gradient B. two times the longitudinal gradient C. three times the longitudinal gradient D. half the longitudinal gradient 20 / 25 20. The shape of camber provided for cement concrete pavement is A. straight line B. parabolic C. elliptical D. none of above 21 / 25 21. Camber on highway pavement is provided to take care of A. Centrifugal Force B. Drainage C. Sight Distance D. Off- Tracking 22 / 25 22. The minimum value of camber provided for thin bituminous surface hill roads, is A. 2.2% B. 2.5% C. 3.0% D. 3.5% 23 / 25 23. As per Nepal road standard the minimum width of shoulder should be A. 0.5m B. 0.75m C. 1m D. 1.5m 24 / 25 24. The length visible to driver at any instance of time is called A. Sight distance B. Visibility limit C. Head light distance D. Overtaking sight distance 25 / 25 25. The distance measured along the centre line of the road, over which a driver can see the opposite objective on the road surface, is called A. visibility B. sight distance C. clear distance D. all of above Your score is The average score is 68% 0% Restart quiz Exit civil engineerhighway engineeringmcqcivilnecpscupsc
