Research Article
Laboratory Assessment of Select Methods of Corrosion Control and Repair in Reinforced Concrete Bridges
Table 5
Comparison of average acid-soluble chloride contents of CoC specimens at 0 month and after 3 months (1 inch = 25.4 mm).
| | Depth | Average of 0-month chlorides | Average of 0-month chlorides per inch | Average of 3-month chlorides | Average of 3-month chlorides per inch |
| |
0′′ to | 0.183 |
0.156 | 0.502 |
0.322 | | to | 0.171 | 0.367 | | to | 0.142 | 0.243 | | to 1′′ | 0.129 | 0.174 |
| |
1′′ to 1 | 0.119 | | 0.131 |
0.108 | | 1 to 1 | 0.109 |
0.106 | 0.113 | |
1 to 2′′ |
0.089 | | 0.099 | | 2′′ to 2 | | 0.088 |
|
|