ML20127C016
| ML20127C016 | |
| Person / Time | |
|---|---|
| Site: | Waterford |
| Issue date: | 10/19/1976 |
| From: | J.A. JONES CONSTRUCTION CO. |
| To: | |
| Shared Package | |
| ML17198A241 | List:
|
| References | |
| FOIA-84-455 W-SITP-5, NUDOCS 8506220119 | |
| Download: ML20127C016 (6) | |
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_ J. A. J0';ES CON 5 l vCT ION CC..?;NY SITE INSPECTicy A*JD TEST PROCED'J;E
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WATERFok0 SES UNIT NO. 3 CC:ITRACT !40. W3-NY-4 I
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EUG l::EERING CONSTRUCTION QUALITY ASSURANCE
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A. JOSES CC::STRUCYlON CO:'?ASY lGE 1 of k I
?:-'0CED"?.E NO.
8tTE INSFECTION AND TEST FFOCEDL*RE:
U-SITP-5 ilV. NO.
3 EMBEDDED ITEMS - HANDLING, STORAGE AND I"STALLATICN DAIE: 10/19/76 gg,tg.
INSPECTION IF0 JECT TITLE: WATERFORD SES UNIT NO. 3 C0i4 TRACT NO. W3 NY-4 1.0 PURPOSE To specify methods, techniques and documentation J. A.
Jones will use to assure that embeds are installed in accordance with approved dre
'gs snd specifications.
2.0 SCCPE This procedure covers the Quality Assurance / Verification activitics for R-2 insta11a: Ion of embeds.
It does not incl.ude embedded items such.s water-stop or rainforcing steel which are covered by sepsrate procedure.
3.0 REFER,ENCES 3.1 J. A. Jones Work Procedure, W-WP-6, " Field Fabrication of Structural Embeds".
3.2 J. A. Jones Vork Procedure, V-WP-5, " Handling, storage, Erection and installation of Embeds".
3.3 Ebesco S;ecification for Concrate Cens ac: ion, F'.ase I for 4tsetor
?uilding (C. cept Guter Shield Wall), Tc3: or Aur.111ary and Fuel Handlir.g Suilding, Revision 3, dated 4/5/15 3.4 ANSI Standard N45.2.5-1974, "5seple'..entary quality itsurance Fequire-re ents for irstallation, Ir+pection and Testing of Struttural Concrete and S*. rectors 1 St eel During the Cerst u: tion Phase of **velcar Fewer -
Flants," as c.pplicable.
4.0 DEFINiil0NS None 5.0 RESr 345131 L i l l ES 5.1 Ebrsco !ervices, Inc. is responsible for farnishing, re eiving ir. spec-t:an y d +te.p ance of all e.hed -s.2r:sl including all v.*gvir.d weld
'; drawings of all -rted i'.c -
' iller n ert al..nd b:ltia ; r.a t e r i a l.
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this procedure and for cor pliance with References 3.1 thru 3.4, as I
1pplicable.
l y.3 J. A. Jories Engineering is responsible for furnishina accur.ite embed-.
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ti.at.n:. trial is carti Clad acceptable by Ebcsco Services, Inc. prior to l
<'elivery for i.u t c1' a t ic n.
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I 7.2 T.ne :.r(s) 51.211 vs r i f y r.*.r.t idintifics. tion verial nw ber is noted R-3 cn the pr per for: or dravi.n;;.
7.3 Irsp*ct >r(a) shall verify that. identification serial nunber will be j
visible af tar concrete plactrnant. Relocation of identificatien ser-
- .-r nay be necessary to achieve post-place:nent visibility.
R-2 ial "t
In tMs unt, inspector (s) shall verify that relocated identification l W.11 r' %:s are the srne as those of the oridnal marking.
~.3'acation of serial number will be acce:plished by the J. A. Jones I
-narial.. Miter.
t of tc.calates is ne::ssary to essur e prcper pl%esnt of 7.4
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j et. bods, inspector (s) shall arify that correct tenglate is u,ed r.nd that tamplate is properly utilized.
7.3 Tor 3..?or bolts, in L-6diti.n to tolerances : ecified in aragraph 7.1 eMvs, Ir rector (s) shill verify the follo. zing iterns:
7.5.1 An-hor bolts are sui'ic; e tty s' rtt. rit icP eind vottoa to l
preven t mi sal i gnr.i.en t duririg c.uncrete pl.,cenent.
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,.; hor bo'ts are a; thin :1" of <2rtical et tep and Mtton.
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