Q. For concreting of heavily reinforced sections without vibration, the workability of concreteexpressed as compacting factor should be (Solved)
1. 0.75 - 0.80
2. 0.80 - 0.85
3. 0.85 - 0.92
4. above 0.92
- d. above 0.92
1. 0.75 - 0.80
2. 0.80 - 0.85
3. 0.85 - 0.92
4. above 0.92