ML15279A327: Difference between revisions
Jump to navigation
Jump to search
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
||
(4 intermediate revisions by the same user not shown) | |||
Line 2: | Line 2: | ||
| number = ML15279A327 | | number = ML15279A327 | ||
| issue date = 09/11/2015 | | issue date = 09/11/2015 | ||
| title = | | title = Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-603 | ||
| author name = | | author name = | ||
| author affiliation = Tennessee Valley Authority | | author affiliation = Tennessee Valley Authority | ||
Line 17: | Line 17: | ||
=Text= | =Text= | ||
{{#Wiki_filter:}} | {{#Wiki_filter:ENSfTY TEST 2023 TEST NUMBFR 0055%) % MAX/MUM DRY DENSITY AS7-M 06% OR % RELA f/VE DENS/TY ASTM DZ049 V WATER 7ABf E @POTENTIAL FAILURE PLANE MATER/AL INTERFACES - 075 CRUSWED STONE AND fOO% +MAX F/iL - - - 1075 AND 10.32 CWSNED STONE 1.32 CRUSHED STONE ---/~X~%@M~X 95%GMAX F/LL AND | ||
* ASSUMED INTERFACE ADDED BY AMENDMENT 68 ENSfTY TEST 2023 TEST NUMBFR 0055%) % MAX/MUM DRY DENSITY AS7-M 06% OR % RELA f/VE DENS/TY ASTM DZ049 V WATER 7ABf E @POTENTIAL FAILURE PLANE MATER/AL INTERFACES - 075 CRUSWED STONE AND fOO% +MAX F/iL - - - 1075 AND 10.32 CWSNED STONE 1.32 CRUSHED STONE ---/~X~%@M~X 95%GMAX F/LL AND | |||
* ASSUMED INTERFACE ADDED BY AMENDMENT 68}} |
Latest revision as of 01:59, 17 March 2019
ML15279A327 | |
Person / Time | |
---|---|
Site: | Watts Bar |
Issue date: | 09/11/2015 |
From: | Tennessee Valley Authority |
To: | Office of Nuclear Reactor Regulation |
Shared Package | |
ML15279A332 | List:
|
References | |
CNL-15-183 | |
Download: ML15279A327 (1) | |
Text
ENSfTY TEST 2023 TEST NUMBFR 0055%) % MAX/MUM DRY DENSITY AS7-M 06% OR % RELA f/VE DENS/TY ASTM DZ049 V WATER 7ABf E @POTENTIAL FAILURE PLANE MATER/AL INTERFACES - 075 CRUSWED STONE AND fOO% +MAX F/iL - - - 1075 AND 10.32 CWSNED STONE 1.32 CRUSHED STONE ---/~X~%@M~X 95%GMAX F/LL AND
- ASSUMED INTERFACE ADDED BY AMENDMENT 68 ENSfTY TEST 2023 TEST NUMBFR 0055%) % MAX/MUM DRY DENSITY AS7-M 06% OR % RELA f/VE DENS/TY ASTM DZ049 V WATER 7ABf E @POTENTIAL FAILURE PLANE MATER/AL INTERFACES - 075 CRUSWED STONE AND fOO% +MAX F/iL - - - 1075 AND 10.32 CWSNED STONE 1.32 CRUSHED STONE ---/~X~%@M~X 95%GMAX F/LL AND
- ASSUMED INTERFACE ADDED BY AMENDMENT 68