ML102871047: Difference between revisions
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Q4 | Q4 0.5 0.6 0.7080.9 1.0 Water/Cement Ratio (b) ad maximum aggregate size on concrete flow of water through concrete in cubic hydraulic gradient. [(a), From Coacew s 1975, p. 37, (b), adapted from eWOA-ks 1979.) | ||
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*io | |||
-o hetymws O q}} | |||
Latest revision as of 02:32, 14 January 2025
| ML102871047 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 01/01/2010 |
| From: | - No Known Affiliation |
| To: | Office of Information Services |
| References | |
| FOIA/PA-2010-0116 | |
| Download: ML102871047 (1) | |
Text
page 1 of 1 11I 0
~
N.
E 2
Q4 0.5 0.6 0.7080.9 1.0 Water/Cement Ratio (b) ad maximum aggregate size on concrete flow of water through concrete in cubic hydraulic gradient. [(a), From Coacew s 1975, p. 37, (b), adapted from eWOA-ks 1979.)
onby the wow~/"Wo Mt#.w A.*A qIWwy vod) and mca M
- io
-o hetymws O q