Table 6 Rating of concrete staining and reinforcing steel after 6 months.
From: Laboratory Evaluation of Select Methods of Corrosion Prevention in Reinforced Concrete Bridges
Specimen # | Treatment | Individual bar | BarAvg. | Surface staining | Average combined rating | ||||
|---|---|---|---|---|---|---|---|---|---|
A | B | C | D | E | |||||
1 and 2 | TSZ | 0 | 2.5 | 2.5 | 2.5 | 0.5 | 1.6 | 2 | 3.6a |
3 and 4 | TSZ w/EP-C | 0.5 | 2 | 0.5 | 1 | 0 | 0.8 | 0 | 0.8 |
5 and 6 | EA-A w/A-C | 3.5 | 3 | 3 | 2.5 | 2.5 | 2.9 | 3.5 | 6.4 |
7 and 8 | EA-A | 3.5 | 4 | 3.5 | 4 | 3.5 | 3.7 | 4 | 7.7 |
9 and 10 | EA-B | 4 | 4 | 4 | 4 | 4 | 4.0 | 4 | 8.0 |
11 and 12 | T-SS | 0 | 0.5 | 0.5 | 0.5 | 0.5 | 0.4 | 0 | 0.4 |
13 | A-C | 4 | 2 | 2 | 2 | 2 | 2.4 | 3 | 5.4 |
14 | EP-C | 4 | 1 | 1 | 2 | 1 | 1.8 | 2 | 3.8 |
15 and 16 | Control | 4 | 4 | 4 | 4 | 4 | 4.0 | 4 | 8.0 |