ML11221A379: Difference between revisions
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| number = ML11221A379 | | number = ML11221A379 | ||
| issue date = 12/17/2010 | | issue date = 12/17/2010 | ||
| title = | | title = Amendment 102 to Final Safety Analysis Report (Fsar), Figure 2.5-602, R0, Underground Barrier Trench B, STA 1 + 00 | ||
| author name = | | author name = | ||
| author affiliation = Tennessee Valley Authority | | author affiliation = Tennessee Valley Authority | ||
Revision as of 05:37, 30 January 2019
| ML11221A379 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 12/17/2010 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML11221A379 (1) | |
Text
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1 LEGEND El DENSITY TEST 2065 (103.0 %) TEST % MAXIMUM NUMBER DRY DENSITY ASTM D69B OR % L WATER 7ABi E @) POTENT/AL FAILURE PLANE MATER/A L INXR~CES - - - - - /075 AND I032 CRUSHED STONE - /032 CRUSHED STONE AND 95 % YanDt~,y F /ti L -- /UO % AND 95% rDMiX FILL UNDERGROUND BARRIER TRENCH 8 11 STA t tOO WATTS BAR NUCLEAR PLANT