Table 3 Single rebar samples made with fly ash 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 | |||||
FA-1 | 5 | 07/26/16 | 01/04/17 | 4.069 | 84 |
FA-2 | 5 | 07/26/16 | 01/04/17 | 3.015 | 74 |
FA-3 | 5 | 07/26/16 | 08/15/16 | 1.718 | 16 |
FA-4 | 7.5 | 07/26/16 | 08/15/16 | 5.889 | 16 |
FA-5 | 7.5 | 07/26/16 | 08/15/16 | 3.524 | 25 |
FA-6 | 7.5 | 07/26/16 | 09/05/16 | 3.729 | 30 |
FA-7 | 17.5 | 07/26/16 | 11/28/16 | 8.145 | 64 |
FA-8 | 17.5 | 07/26/16 | 01/04/17 | 6.942 | 74 |
FA-9 | 17.5 | 07/26/16 | 12/09/16 | 6.676 | 65 |
FA-10 | 2.5 | 07/26/16 | 12/09/16 | 2.742 | 64 |
FA-11 | 2.5 | 07/26/16 | 12/09/16 | 3.531 | 73 |