ML102870349
| ML102870349 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 11/23/2009 |
| From: | - No Known Affiliation |
| To: | Office of Information Services |
| References | |
| FOIA/PA-2010-0116 | |
| Download: ML102870349 (7) | |
Text
2.8 Inadequate Support of Tendons I3 D1 during Pouring May identify additional perspective on this issue as RCA related efforts proceeds
==
Description:==
If the tendons are not supported well, they may move during concrete pouring resulting in either or both, (1) localized friction between the tendon and its sleeve and (2) non-uniform stress in the concrete over the length of the tendon.
Data to be Collected and Analyzed:
Examine supports of hoop sleeves during construction.
(1) Examine supports of vertical sleeves during construction.
(2) Examine sleeve location and condition during demolition.
See Exhibit 1 as an example of a few pictures that show spacing during construction and SGR hole cutting.
Verified Refuting Evidence:
Verified Supporting Evidence:
- 1.
Photos from original construction demonstrate the support system.
- 2.
Photos taken during demolition show that the sleeves were evenly distributed in the zone and not deformed.
Reviewed by: Dr. Avi Mor, 352-795-6486, ext 1030 -
PII CR3 Team Office P!~~~i.
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