ML13255A398

Final Safety Analysis Report (Fsar), Amendment 110, Figure 2.5-603, Underground Barrier Trench B STA 2 + 50

ML13255A398
Person / Time
Site:	Watts Bar
Issue date:	08/14/2013
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
Shared Package
ML13255A164	List: ML13254A310 ML13255A260 ML13255A261 ML13255A262 ML13255A263 ML13255A264 ML13255A265 ML13255A266 ML13255A267 ML13255A268 ML13255A269 ML13255A270 ML13255A271 ML13255A272 ML13255A274 ML13255A275 ML13255A276 ML13255A277 ML13255A278 ML13255A279 ML13255A280 ML13255A281 ML13255A282 ML13255A283 ML13255A284 ML13255A285 ML13255A286 ML13255A287 ML13255A288 ML13255A289 ML13255A290 ML13255A315 ML13255A317 ML13255A318 ML13255A319 ML13255A320 ML13255A321 ML13255A322 ML13255A323 ML13255A324 ML13255A325 ML13255A326 ML13255A328 ML13255A329 ML13255A330 ML13255A331 ML13255A332 ML13255A333 ML13255A334 ML13255A335 ... further results
References
Download: ML13255A398 (1)

Text

ENSfTY TEST 2023 TEST NUMBFR 0055%) % MAX/MUM DRY DENSITY AS7-M 06% OR %

RELAf/VE DENS/TY ASTM DZ049 V WATER 7ABf E

@POTENTIAL FAILURE PLANE MATER/AL INTERFACES -

075 CRUSWED STONE AND fOO% +MAX F / i L

---1 0 CWSNED 7 5 AND 10.32 STONE 1.32CRUSHED STONE

- - - / ~ X ~95%GMAX

%@M~X F/LL AND

• ASSUMED INTERFACE ADDED B Y AMENDMENT 68