Table 2 Average steel loss of specimens after 6 months of exposure.
From: Laboratory Evaluation of Select Methods of Corrosion Prevention in Reinforced Concrete Bridges
Specimen # | Treatment | Average theoretical steel loss (g) | Index (0–4) |
|---|---|---|---|
1 and 2 | TSZ | 492.0 | 1.1 |
3 and 4 | TSZ w/EP-C | 402.0 | 0.3 |
5 and 6 | EA-A w/A-C | 503.4 | 1.2 |
7 and 8 | EA-A | 596.0 | 1.9 |
9 and 10 | EA-B | 787.1 | 3.6 |
11 and 12 | T-SS | 367.6 | 0.0 |
13 | A-C | 420.5 | 0.5 |
14 | EP-C | 396.1 | 0.3 |
15 and 16 | Control | 593.3 | 1.9 |