ML15279A327: Difference between revisions

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| number = ML15279A327
| number = ML15279A327
| issue date = 09/11/2015
| issue date = 09/11/2015
| title = Watts Bar Nuclear Plant, Unit 2, Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-603
| 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
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| page count = 1
| page count = 1
}}
}}
=Text=
{{#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

Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-603
ML15279A327
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 09/11/2015
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
Shared Package
ML15279A332 List: ... further results
References
CNL-15-183
Download: ML15279A327 (1)
v • d • e


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
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