ML12083A275: Difference between revisions

From kanterella
Jump to navigation Jump to search
(Created page by program invented by StriderTol)
 
(Created page by program invented by StriderTol)
 
(2 intermediate revisions by the same user not shown)
Line 2: Line 2:
| number = ML12083A275
| number = ML12083A275
| issue date = 03/05/2012
| issue date = 03/05/2012
| title = Watts Bar Unit 2 - Final Safety Analysis Report, Amendment 108, Figure 2.5-596, Underground Barrier Trench a STA 5+78
| title = Final Safety Analysis Report, Amendment 108, Figure 2.5-596, Underground Barrier Trench a STA 5+78
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority
Line 13: Line 13:
| page count = 1
| page count = 1
}}
}}
=Text=
{{#Wiki_filter:DENSlfY TEST 1246    TEST NUMBER
(/U/.6%) % MAKIMUM DRY DENSITY ASTM WATER TABLE POSTULATED FAILURE PLANE AT
        /NTERFACE 8E7WEEN TYPE A EARTHFif L (95%MAXIMUM DRY DENSITY) ANQ T Y E A/ EARTHFILL (100 % MAXIMUM DRY DEflS1N)
  -      PQSTULATED FA I f #RE Pi AN&
-        ASSUMEZ, INTERFACE II i
ADDED BY AMENDMENT 59 1}}

Latest revision as of 06:22, 12 November 2019

Final Safety Analysis Report, Amendment 108, Figure 2.5-596, Underground Barrier Trench a STA 5+78
ML12083A275
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 03/05/2012
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML12083A275 (1)


Text

DENSlfY TEST 1246 TEST NUMBER

(/U/.6%) % MAKIMUM DRY DENSITY ASTM WATER TABLE POSTULATED FAILURE PLANE AT

/NTERFACE 8E7WEEN TYPE A EARTHFif L (95%MAXIMUM DRY DENSITY) ANQ T Y E A/ EARTHFILL (100 % MAXIMUM DRY DEflS1N)

- PQSTULATED FA I f #RE Pi AN&

- ASSUMEZ, INTERFACE II i

ADDED BY AMENDMENT 59 1