MCQOPTIONS
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MCQOPTIONS
This section includes 9 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 pavement condition factor for good condition is? |
| A. | 0.25 |
| B. | 0.35 |
| C. | 0.45 |
| D. | 1.0 |
| Answer» E. | |
| 2. |
In full depth repairs the diameter of the hole is greater than the diameter of dowel bar by ___________ |
| A. | 1 mm |
| B. | 1.5 mm |
| C. | 2.0 mm |
| D. | 2.5 mm |
| Answer» D. 2.5 mm | |
| 3. |
The partial depth repairs are limited to a slab height of less than ___________ |
| A. | 150 mm |
| B. | 100 mm |
| C. | 90 mm |
| D. | 75 mm |
| Answer» E. | |
| 4. |
The diameter of bars used for insertion in crack stitching method is ___________ |
| A. | 8 mm |
| B. | 10 mm |
| C. | 12 mm |
| D. | 16 mm |
| Answer» E. | |
| 5. |
The method not used in structural evaluation of CC pavement is? |
| A. | Visual inspection |
| B. | Deflection test |
| C. | Non destructive testing |
| D. | Benkleman test |
| Answer» E. | |
| 6. |
The structural distress in the CC pavement is not due to ___________ |
| A. | Excessive loading |
| B. | Inadequate thickness |
| C. | Long spacing |
| D. | Erosion |
| Answer» E. | |
| 7. |
The depth of groove in skid resistance test is ___________ |
| A. | 0.5 mm |
| B. | 1.0 mm |
| C. | 1.5 mm |
| D. | 2.0 mm |
| Answer» D. 2.0 mm | |
| 8. |
The surface texture may be calculated by ___________ |
| A. | Abrasion test |
| B. | Impact test |
| C. | British pendulum number |
| D. | Viscosity test |
| Answer» D. Viscosity test | |
| 9. |
The probable causes for loss of surface texture don t include ___________ |
| A. | Poor texturing |
| B. | Abrasion |
| C. | Movement of Traffic |
| D. | Use of durable materials |
| Answer» E. | |