Research Article
Laboratory Assessment of Select Methods of Corrosion Control and Repair in Reinforced Concrete Bridges
Table 3
Steel loss of CoC specimens after 3-month exposure and 6-month exposure.
| Specimen number | Treatment | 0–3- month steel loss (g) | 3–6- month steel loss (g) | 3–6- month index | 0–6- month steel loss (g) | 0–6- month index |
| 17 and 18 | Control | 357.2 | 148.7 | 1.3 | 505.9 | 2.8 | 19 and 20 | TSZ w/EP-C | 336.4 | 73.6 | 0.1 | 410.0 | 1.2 | 21 and 22 | TSZ | 313.3 | 90.6 | 0.4 | 403.9 | 1.1 | 23 and 24 | EA-A | 338.1 | 175.8 | 1.8 | 513.9 | 2.9 | 25 and 26 | EA-A w/A-C | 278.2 | 78.3 | 0.2 | 356.5 | 0.3 | 27 and 28 | EA-B | 295.4 | 169.2 | 1.7 | 464.6 | 2.1 | 29 and 30 | EM | 289.0 | 275.4 | 3.4 | 564.4 | 3.8 |
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