MCQOPTIONS
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MCQOPTIONS
This section includes 26 Mcqs, each offering curated multiple-choice questions to sharpen your Highway Engineering knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
The maximum length of vehicle that can be used on Indian roads is __________ |
| A. | 11 |
| B. | 12 |
| C. | 13 |
| D. | 14 |
| Answer» C. 13 | |
| 2. |
In India the flexible pavement is designed as per __________ |
| A. | MSA |
| B. | KSA |
| C. | CSA |
| D. | FSA |
| Answer» B. KSA | |
| 3. |
The design period of cement concrete road is taken as __________ |
| A. | 20 |
| B. | 25 |
| C. | 30 |
| D. | 35 |
| Answer» D. 35 | |
| 4. |
The design life of flexible pavement is __________ |
| A. | 12 |
| B. | 10 |
| C. | 8 |
| D. | 15 |
| Answer» E. | |
| 5. |
The ICPB may be used in __________ |
| A. | Water logged areas |
| B. | Parks |
| C. | Footpaths |
| D. | Highways |
| Answer» B. Parks | |
| 6. |
The ICPB type of pavement uses __________ |
| A. | Concrete paver blocks |
| B. | Fly ash |
| C. | GGBS |
| D. | RMC |
| Answer» B. Fly ash | |
| 7. |
The maximum stress sustained by concrete pavements in kg/cm2 is __________ |
| A. | 40 |
| B. | 45 |
| C. | 50 |
| D. | 55 |
| Answer» C. 50 | |
| 8. |
The drainage layer is __________ |
| A. | Surface course |
| B. | Sub base |
| C. | Base |
| D. | Sub grade |
| Answer» C. Base | |
| 9. |
Rough and uneven roads increase __________ |
| A. | Vehicle cost |
| B. | Petrol cost |
| C. | Accident cost |
| D. | Vehicle operation cost |
| Answer» E. | |
| 10. |
The surface of the pavement should be __________ |
| A. | Smooth |
| B. | Rough |
| C. | Sufficient enough to resist skid |
| D. | Very rough |
| Answer» D. Very rough | |
| 11. |
The soil becomes weak in __________ |
| A. | Summer |
| B. | Winter |
| C. | Rainy season |
| D. | Spring season |
| Answer» D. Spring season | |
| 12. |
The surface of the highway pavement should be designed to allow __________ |
| A. | High rolling resistance |
| B. | Low rolling resistance |
| C. | No rolling resistance |
| D. | Very high rolling resistance |
| Answer» C. No rolling resistance | |
| 13. |
THE_MAXIMUM_STRESS_SUSTAINED_BY_CONCRETE_PAVEMENTS_IN_KG/CM2_IS?$ |
| A. | 40 |
| B. | 45 |
| C. | 50 |
| D. | 55 |
| Answer» C. 50 | |
| 14. |
The ICPB may be used in$ |
| A. | Water logged areas |
| B. | Parks |
| C. | Footpaths |
| D. | Highways |
| Answer» B. Parks | |
| 15. |
The_ICPB_type_of_pavement_uses$ |
| A. | Concrete paver blocks |
| B. | Fly ash |
| C. | GGBS |
| D. | RMC |
| Answer» B. Fly ash | |
| 16. |
The maximum length of vehicle that can be used on Indian roads is |
| A. | 11 |
| B. | 12 |
| C. | 13 |
| D. | 14 |
| Answer» C. 13 | |
| 17. |
In India the flexible pavement is designed as per |
| A. | MSA |
| B. | KSA |
| C. | CSA |
| D. | FSA |
| Answer» B. KSA | |
| 18. |
The design period of cement concrete road is taken as |
| A. | 20 |
| B. | 25 |
| C. | 30 |
| D. | 35 |
| Answer» D. 35 | |
| 19. |
The_design_life_of_flexible_pavement_is |
| A. | 12 |
| B. | 10 |
| C. | 8 |
| D. | 15 |
| Answer» E. | |
| 20. |
The drainage layer i? |
| A. | Surface course |
| B. | Sub base |
| C. | Base |
| D. | Sub grade |
| Answer» C. Base | |
| 21. |
Rough and uneven roads increase |
| A. | Vehicle cost |
| B. | Petrol cost |
| C. | Accident cost |
| D. | Vehicle operation cost |
| Answer» E. | |
| 22. |
The surface of the pavement should be |
| A. | Smooth |
| B. | Rough |
| C. | Sufficient enough to resist skid |
| D. | Very rough |
| Answer» D. Very rough | |
| 23. |
Which of the following requirement is given most importance in highway design? |
| A. | Structural |
| B. | Functional |
| C. | Seasonal |
| D. | Maintenance |
| Answer» B. Functional | |
| 24. |
The pavement layer is considered superior if it distributes load like a |
| A. | Point load |
| B. | Uniformly distributed load |
| C. | Uniformly varying load |
| D. | Triangular load |
| Answer» B. Uniformly distributed load | |
| 25. |
The soil becomes weak in |
| A. | Summer |
| B. | Winter |
| C. | Rainy season |
| D. | Spring season |
| Answer» D. Spring season | |
| 26. |
The surface of highway pavement should be designed to allow |
| A. | High rolling resistance |
| B. | Low rolling resistance |
| C. | No rolling resistance |
| D. | Very high rolling resistance |
| Answer» C. No rolling resistance | |