Table 5 Top 1 in. chlorides for CoP specimens after 6 months (1 in. = 25.4 mm).
From: Laboratory Evaluation of Select Methods of Corrosion Prevention in Reinforced Concrete Bridges
Specimen # | Treatment | Average  %Cl− in top 1-in. | Average index for  %Cl− in top 1-in. |
|---|---|---|---|
1 and 2 | TSZ | 0.124 | 0.87 |
3 and 4 | TSZ w/EP-C | 0.071 | 0.36 |
5 and 6 | EA-A w/A-C | 0.256 | 2.10 |
7 and 8 | EA-A | 0.293 | 2.44 |
9 and 10 | EA-B | 0.426 | 3.69 |
11 and 12 | T-SS | 0.044 | 0.11 |
13 | A-C | 0.213 | 1.70 |
14 | EP-C | 0.032 | 0.00 |
15 and 16 | Control | 0.224 | 1.80 |