MCQOPTIONS
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This section includes 18 Mcqs, each offering curated multiple-choice questions to sharpen your Civil Engineering knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
If subgrade is soft or weak, a thick sub-base of cheap and inferior materials well compacted should be used. |
| A. | False |
| B. | True |
| Answer» C. | |
| 2. |
Inter coat shall be of stone ballast, or over burnt brick ballast of 50cm thick layer and consolidated and compacted by road roller to 0.8 cm. |
| A. | True |
| B. | False |
| Answer» C. | |
| 3. |
What will be the ruling gradient in hills on “Other district roads”? |
| A. | 1 in 20 |
| B. | 1 in 5 |
| C. | 1 in 10 |
| D. | 1 in 3 |
| Answer» D. 1 in 3 | |
| 4. |
INTER_COAT_SHALL_BE_OF_STONE_BALLAST,_OR_OVER_BURNT_BRICK_BALLAST_OF_50CM_THICK_LAYER_AND_CONSOLIDATED_AND_COMPACTED_BY_ROAD_ROLLER_TO_0.8_CM.?$ |
| A. | True |
| B. | False |
| Answer» C. | |
| 5. |
If subgrade is soft or weak, a thick sub-base of cheap and inferior materials well compacted should be used.$ |
| A. | False |
| B. | True |
| Answer» C. | |
| 6. |
First_coat_of_bituminous_painting_shall_be_with_stone_ballast_no.3_and_stone_grit_of_20_mm_gauge_at_220_kg_of_asphalt_and_1.35_cu_m_of_stone_grit_per_100_sq._m.$ |
| A. | True |
| B. | False |
| Answer» C. | |
| 7. |
Which authority is responsible for national highway? |
| A. | Local governments and municipalities |
| B. | Panchayats, JRY and PMGSY |
| C. | Public Works Department of State/Union Territory |
| D. | Ministry of Road Transport and Highways |
| Answer» E. | |
| 8. |
As soon as sufficient length of premix has been laid, rolling should be started with 2 to 4 tonne roller. |
| A. | True |
| B. | False |
| Answer» C. | |
| 9. |
Stone grits used for 1st coat and 2nd surface painting may be precoated in advance with advance with bitumen. |
| A. | True |
| B. | False |
| Answer» B. False | |
| 10. |
Laying and consolidation shall be done during dry season. |
| A. | True |
| B. | False |
| Answer» C. | |
| 11. |
Subgrade shall be well consolidated and compacted each with a camber of 1 in 60? |
| A. | True |
| B. | False |
| Answer» B. False | |
| 12. |
What will be the width of metalled surface single lane on Major District road? |
| A. | 1.70 m |
| B. | 3.70 m |
| C. | 0.70 m |
| D. | 10 m |
| Answer» C. 0.70 m | |
| 13. |
What will be the minimum visibility at vertical curves on National Highway? |
| A. | 130 m |
| B. | 200 m |
| C. | 20 m |
| D. | 100 m |
| Answer» E. | |
| 14. |
What will be the ruling gradient in hills on “Other district roads”?$ |
| A. | 1 in 20 |
| B. | 1 in 5 |
| C. | 1 in 10 |
| D. | 1 in 3 |
| Answer» D. 1 in 3 | |
| 15. |
What will be the maximum superrelevation in hills on Major District roads? |
| A. | 4 in 30 |
| B. | 1 in 10 |
| C. | 1 in 4 |
| D. | 1 in 60 |
| Answer» C. 1 in 4 | |
| 16. |
These are important roads within a district connecting areas of production with markets and connecting them with the State Highways & National Highways and are maintained by the State PWD? |
| A. | State highway |
| B. | National highway |
| C. | District road |
| D. | Rural road |
| Answer» D. Rural road | |
| 17. |
Hard, rough and durable granite stone ballast _________ gauge, shall be used. |
| A. | 100 mm |
| B. | 20 mm |
| C. | 1mm |
| D. | 60mm |
| Answer» E. | |
| 18. |
What will be the design load for bridges and culverts on National Highway? |
| A. | I.R.C. Class-D loading |
| B. | I.R.C. Class-C loading |
| C. | I.R.C. Class-A loading |
| D. | I.R.C. Class-B loading |
| Answer» D. I.R.C. Class-B loading | |