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Question about sulfides and AWWA C-105 ? 2

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Arizona3106

Geotechnical
Feb 5, 2010
34
A local material supplier wanted information on corrosivity of his select and base course materials to provide to clients.

We had the following tests run to check for iron pipe corrosivity: pH, resistivity, sulfates, chlorides, sulfides, & REDOX.

I'm not sure how to interpret the Sulfides. AWWA C-105 Appendix A and ASTM A888 Appendix X1 discuss determining iron corrosion using a 10 point scale.

For this scale, sulfides are classified as Positive, Trace, or Negative using a sodium azide-iodine qualitative test. I have been provided a mg/L quantitative amount. Therefore, I don't know what standard to use for metal pipe corrosion, if not the AWWA C-105 standard or ASTM?

Any recommended standards for corrosivity to other materials, like concrete? Thanks for any info you can provide.
 
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I know of no correlation between the two different tests. Run the sodium azide test.

As for concrete, consult the table in ACI 201.2R for aggressive chemical attack on concrete.
 
Thank you Ron. So, are the attached test results kind of useless for determining corrosivity?

It seems Caltrans and ACI use ppm for sulfates and chlorides. I have no idea how to translate the mg/L provided to me. Or the previously mentioned sulfides in mg/L.



 
 http://files.engineering.com/getfile.aspx?folder=adb87f15-45de-4488-8a4e-e1740535f907&file=Test_Results.jpg
Perhaps this book may help:


External corrosion and corrosion control of buried water mains
by Andrew E Romer; Graham E C Bell; Steven J Duranceau; Scot Foreman; AWWA Research Foundation.

You can find the book in a library with worldcat


If you are asking to convert mg/l:

ppm = (mass of substance/mass of solvent) x 1,000,000 which means one part per million is 1g of substance in 1,000,000 grams of solvent as water has a density of 1g per ml we can say 1 ppm = 1 mg/L

 
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