Research Article
Case Study of Remaining Service Life Assessment of a Cooling Water Intake Concrete Structure in Indonesia
Table 2
Compressive strength of core-drilled sample.
| No. | Code | Location | Compressive strength (kg/cm2) |
| 1 | Core 1 | Train A/B | 222.13 | 2 | Core 2 | Train A/B | 246.63 | 3 | Core 3 | Train A/B | 279.66 | 4 | Core 6 | Train C/D | 408.35 | 5 | Core 8 | Train C/D | 401.70 | 6 | Core 9 | Train C/D | 377.76 | 7 | Core 10 | Train E/F | 373.76 | 8 | Core 11 | Train E/F | 351.93 | 9 | Core 12 | Train E/F | 397.65 | 10 | Core 14 | Train G/H | 411.01 |
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