ML093570560: Difference between revisions

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| number = ML093570560
| number = ML093570560
| issue date = 12/14/2009
| issue date = 12/14/2009
| title = Watts Bar, Unit 2, Final Safety Analysis Report, Amendment 96, Figure 2.5-71, Graphic Log and Elastic Moduli Sta. L-61+00
| title = Final Safety Analysis Report, Amendment 96, Figure 2.5-71, Graphic Log and Elastic Moduli Sta. L-61+00
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority
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=Text=
=Text=
{{#Wiki_filter:}}
{{#Wiki_filter:LJ  L am LEGEND.
GRAPHIC LOG GENERAL Rocx        OESCRIPTIO:~
IlllTES :
1' THE        HOLE WAS DRILLED W I T H IIN IlX M I R E  L I N E CORE ORILL.
: 2. THE    DRILL HOLE WAS INSPECTED Wllk A BOREHOLE T E L N f E l O N CAMERA BWEEN ELEVATIONS 698.1 AND 619.7, THE INSPEE-T ~ O NSHOWED THE      caw  LOSS I R E A S TO 6 E SOFT SHALE.
3, THE OEFCIAHATIOM MODULU5            IS DEFINED AS THE IN-51TU SECANT HODULUS      IHCLUDIHG 60lH ELASTIC PJiD P L A I T I C DEFORIIAT1CN A5 DETERMINED FRWI        THE RESULT6  OF THE rtENARP PAESIURENETER TESTS.
lnE% TYPES WERE l O E H T l F l E 0 4, THE BOREHULE            5URVEl FOR THE      FROM V I UAL 1NSPECTIOh OF TIlE CORE. t l N L R A L L Y , DClERHlNATIOY5 UVUAHIC    ELASTIC MODULI WAS        ,  UERt LENGTHNAOE UF COREFOR EACH      FJYE I N THE B OFOOT X.
MADE BY THE        DIRWELL  firVlSiON OF  SEl5HOGRAPH SERVICE [ORPORA-TION,                                    FINAL SAFETY GRAPHIC LOG AND ELASTIC MODULI STA. t-61+00 Figure 2.5-71                              1}}

Latest revision as of 23:18, 13 November 2019

Final Safety Analysis Report, Amendment 96, Figure 2.5-71, Graphic Log and Elastic Moduli Sta. L-61+00
ML093570560
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 12/14/2009
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML093570560 (1)
v • d • e


Text

LJ L am LEGEND.

GRAPHIC LOG GENERAL Rocx OESCRIPTIO:~

IlllTES :

1' THE HOLE WAS DRILLED W I T H IIN IlX M I R E L I N E CORE ORILL.

2. THE DRILL HOLE WAS INSPECTED Wllk A BOREHOLE T E L N f E l O N CAMERA BWEEN ELEVATIONS 698.1 AND 619.7, THE INSPEE-T ~ O NSHOWED THE caw LOSS I R E A S TO 6 E SOFT SHALE.

3, THE OEFCIAHATIOM MODULU5 IS DEFINED AS THE IN-51TU SECANT HODULUS IHCLUDIHG 60lH ELASTIC PJiD P L A I T I C DEFORIIAT1CN A5 DETERMINED FRWI THE RESULT6 OF THE rtENARP PAESIURENETER TESTS.

lnE% TYPES WERE l O E H T l F l E 0 4, THE BOREHULE 5URVEl FOR THE FROM V I UAL 1NSPECTIOh OF TIlE CORE. t l N L R A L L Y , DClERHlNATIOY5 UVUAHIC ELASTIC MODULI WAS , UERt LENGTHNAOE UF COREFOR EACH FJYE I N THE B OFOOT X.

MADE BY THE DIRWELL firVlSiON OF SEl5HOGRAPH SERVICE [ORPORA-TION, FINAL SAFETY GRAPHIC LOG AND ELASTIC MODULI STA. t-61+00 Figure 2.5-71 1

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