From: Investigation of Likelihood of Cracking in Reinforced Concrete Bridge Decks
Sample ID | Material type | Location | Peak load (kN) | Ave (kN) | Penetration (mm) | Ave (mm) |
---|---|---|---|---|---|---|
Core 1-1 | Concrete 44 mm core | Test section 1 | 6.19 |  | 17.8 |  |
Core 1-2 | 5.03 | – | ||||
Core 1-3 | 10.01 | 6.4 | ||||
Core 1-4 | 11.30 | N/A | ||||
Core 2-1 | Test section 2 | 8.05 | 10.51 | 17.8 | 19.5 | |
Core 2-2 | 9.92 | 17.8 | ||||
Core 2-3 | 13.57 | 22.9 | ||||
Core 3-2 | Test section 3 | 8.70 | 5.68 | 22.9 |  | |
Core 3-3 | 2.66 | 20.3 | ||||
Core 5-1 | Test section 5 | 9.30 | 7.70 | N/A | 12.3 | |
Core 5-2 | 10.32 | 12.7 | ||||
Core 5-3 | 13.34 | N/A | ||||
Core 5-5 | 4.60 | 11.4 | ||||
Core 5-6 | 8.18 | 12.7 | ||||
Core 6A-1 | Test section 6—first part | 8.78 | 9.95 | 25.4 | 25.4 | |
Core 6A-2 | 12.32 | N/A | ||||
Core 6A-3 | 10.41 | N/A | ||||
Core 6A-4 | 11.12 | – | ||||
Core 6B-1 | Test section 6—second part | 7.30 | 9.97 | 15.2 | 15.2 | |
Core 6B-2 | 12.63 | 15.2 | ||||
Core 6B-3 | 8.00 | N/A | ||||
Core 6B-4 | 8.55 | N/A | ||||
Core 6B-5 | 8.27 | 10.19 | N/A |