Table 4 Calculated average chloride diffusion coefficients for specimens after 6 months (1 in. = 25.4 mm).
From: Laboratory Evaluation of Select Methods of Corrosion Prevention in Reinforced Concrete Bridges
Specimen # | Treatment | C0 (% Cl) | DTreatment (in2/year) |
|---|---|---|---|
1 and 2 | TSZ | 0.476 | 0.054 |
3 and 4 | TSZ w/EP-C | 0.011 | |
5 and 6 | EA-A w/A-C | 0.320 | |
7 and 8 | EA-A | 0.586 | |
9 and 10 | EA-B | 4.831 | |
11 and 12 | T-SS | 0.002 | |
13 | A-C | 0.215 | |
14 | EP-C | 0.000 | |
15 and 16 | Control | 0.282 |