Table 2 Single rebar samples made with slag replacement
From: Corrosion of carbon steel rebar in binary blended concrete with accelerated chloride transport
Sample Number | Reservoir Length (cm) | Migration Time Started | Migration Ending Date | Total Ampere Hour | Duration |
|---|---|---|---|---|---|
days | |||||
SL-1 | 17.5 | 07/29/16 | 09/05/16 | 1.701 | 27 |
SL-2 | 17.5 | 07/29/16 | 01/04/17 | 1.47 | 50 |
SL-3 | 17.5 | 07/26/16 | 08/15/16 | 3.162 | 16 |
SL-4 | 2.5 | 07/26/16 | 01/10/17 | 3.66 | 54 |
SL-5 | 2.5 | 07/26/16 | 01/04/17 | 3.701 | 82 |
SL-6 | 5 | 07/26/16 | 01/04/17 | 4.016 | 84 |
SL-7 | 5 | 07/26/16 | 01/04/17 | 2.482 | 64 |
SL-8 | 5 | 07/26/16 | 01/04/17 | 2.351 | 84 |
SL-9 | 10 | 07/26/16 | 01/04/17 | 4.282 | 82 |
SL-10 | 10 | 07/26/16 | 01/04/17 | 2.369 | 55 |
SL-11 | 10 | 07/26/16 | 12/09/16 | 3.438 | 49 |