Research Article
Case Study of Remaining Service Life Assessment of a Cooling Water Intake Concrete Structure in Indonesia
Table 3
Compressive strength and ultrasonic velocity of core-drilled samples.
| | Number | Code | Location | Compressive strength (kg/cm2) | Ultrasonic velocity (m/s) |
| | 1 | Core 1 | Train A/B | 222.13 | 1830 | | 2 | Core 2 | Train A/B | 246.63 | 2338 | | 3 | Core 3 | Train A/B | 279.66 | 3232 | | 4 | Core 6 | Train C/D | 408.35 | 2420 | | 5 | Core 8 | Train C/D | 401.70 | 3002 | | 6 | Core 9 | Train C/D | 377.76 | 2413 | | 7 | Core 10 | Train E/F | 373.76 | 1842 | | 8 | Core 11 | Train E/F | 351.93 | 2263 | | 9 | Core 12 | Train E/F | 397.65 | 2008 | | 10 | Core 14 | Train G/H | 411.01 | 2610 |
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