ML20127C008

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Rev 0 to Special Process Procedure W-SP-17, Addl Grouting of 499S02-10B
ML20127C008
Person / Time
Site: Waterford Entergy icon.png
Issue date: 03/21/1977
From:
J.A. JONES CONSTRUCTION CO.
To:
Shared Package
ML17198A241 List: ... further results
References
FOIA-84-455 W-SP-17, NUDOCS 8506220117
Download: ML20127C008 (8)
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Procedure No. V-SP-17 J. A. JONES CONSTRUCTION COMPANY SPECIAl. PROCESS PROCEDURE ,

FOR ADDITIONAL GROUTING OF 499502-10B WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY-4 ENGINEERING CONSTRUCT!0N QUALITY ASSURANCE REV. DATE REVIEWED BY DATE REVIEWER BY DATE APPROVED BY DATE o 3-21-77 b [ e,.

7-M-77 (( Ib , .", 3 -/ z. 7 7 -

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FREEDOM OF INFORMATN)N ACT REQUEST B506220117 850222 DE 55 PDR c/ssi .

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>- J.A. JONES CONSTRUCTION COMPANY PAGE 1 0F 3 PROCEDURE NO.  !

SPECIAL PROCESS PROCEDURE W-SP-17 TITLE OF PROCEDURE: ISS ' 8 3- -

77 ADDITIONAL GROUTING OF Pt.ACEMENT 499502-108

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I'. ' PROJECT TITLE:

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l. WATERFORD SES UNIT NO. 3 0 3-21-77

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1.0 PURPOSE

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The purpose of this procedure is to outline the methods to be used by

.ls ; , J. A. Jones Construction Company and Subcontractors to perform additional -

  • g' .e grouting of placement 499S02-10B as directed by letter #F-13701, dated 3-14-77, from Ebasco Services, incorporated.

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[ This procedure includes the requirements for further grouting of placement 5 499502-108.

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3.0 REFERENCES

', .' ,. , : 3.1 Ebasco Services, incorporated Letter #F-13701, date'd 3-14-77.

'd p': . . . 3.2 ACI-503 . Guide for use of Epoxy compounds with concrete.

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.yed. 3.3 Adhesive Engineering Company Technical Bulletin Numbers AE-354/I, s -- AE-408/1, and Specification Number AEMS 309.

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. M.g*j ,/ 3.4 J. A. Jones Special Process Procedure, W-SP-13 Revision 2.

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35 J. A. Jones Special Process Procedure, W-SP-7, Revision 6.

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- 4.1 Engineer: Ebasco Services, incorporated.

I' . 5.0 RESPONSIBILITY 4c M': 5.1 Ebasco Services, incorporated shall be responsible for documentation

, .-43"- review, acceptary:e, and detennining if further grouting is necessary.

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.:1,. . '.' 52 J. A. Jones Construction Company and Subcontractors shall be responsible l K,' for the coring, purchasing, receiving and acceptance of grouting mater-

..,. Ials, grouting operation, quality verification inspection, and document-F' ing information for review by th.e Engineer.

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1,"l ' 5.3 J. A. Jones. Construction Company shall have a qualified supervisor

.,pq present during all grouting operations who shall be in responsible

?,gy. charge of the work.

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FOMM NO 1122-06 JUNE ~74 .

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J.A. JONES CONSTRUCTION COMPANY PROCEDURE NO.

j SPECIAL PROCESS PROCEDURE W-SP-I7 TITLE OF PROCEDURE: Issue Date:

ADDITIONAL GROUTING OF PLACEMENT 499502-108 3- -77

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S ff' PROJECT TITLE: Rev. No. & Date:

3 i- WATERFORD SES UNIT NO. 3 0 3-21-77 J

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N 6.0 MATERIAL QUAllFICATION

'[q-; 6.1 The grouting material, Concressive 1380*, shall meet the requirements of Reference 3.4, J. A. Jones Special Process Procedure W-SP-13.

Revision 3, Paragraphs 6.6 and 6.7.

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7.0 CORING OF GROUT H0LES

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. .p 13,; . 7.1 At the locations specified in paragraph 7.2, the surface shall be N- chipped to expose the top mat of reinforcing steel.

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1c" 7.2 Nine (9) two (2) Inch diameter cores shall be drilled to a depth of M) seven (7) foot at the locations specified by numbers .lA through 9A

.r *.? on Attachment 1.

~ , ._ 3 9' - 7.3 Core logs shall be initiated for each core containing the core and piece fff .,. - e number, depth and questionable areas.

fg..' 7.4 After cores are drilled they shall be labeled, stored in core boxes,

!.g. ( and photographed.

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! . . ..$*'~/N, ,,8.0 GRdUTING J~ 5 8.1 The material and equipment checklist, Attachment 8, shall be completed

',; *;3 by quality Verification Personnel before proceeding.

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,. y, 8.2 Complete Part "A" of the inspection Checklist, Appendix C for each in-

.- Jection hole before grouting begins.

.i .~. 8.3 Grouting shall .comence with holes lA, 2A, and 3A. Proceed Westward

  • f, until all nine (9) holes are grouted.

. 8.4 After each hole,Is grouted to refusal of 180 PSI, quality Verification Personnel shall complete Part "F' of Appendix C as directed by the

[ N{.l;l supervisor in charge.

-y 6.[: 9.0 INSPECTION

@f 9.1 J. A. Jones' quality Verificatidn personnel shall be responsible for all 1." '.' documentation required by this procedure. -

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';yQ 9.2 J. A. Jones quality Verification shall complete the applicable appendixes

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dW W , FORM NO. 1122-06 JUNE '74 .

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J.A. JONES CONSTRUCTION COMPANY PAGE 3 0F 3 PROCEDURE NO.

SPECIAL PROCESS PROCEDURE W-SP-17 Issue Date:

1:19 4 TITLE OF PROCEDURE:

. ADDITIONAL GROUTING OF PLACEMENT 499502-10s 3- -77

  • Rev. No. & Date:

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PROJECT TITLE:

l' WATERFORD SES UNIT NO. 3 0 3-21-77 e

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.e 1].' ' 9.3 quality verification personnel during the grouting operations shall 1 +' inspect surrounding cores for influence of grout.

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Ql',; 9.4., Any direction received f rom the Engineer during the completion of

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.,; th,e repair shall be in . written form, signed and dated.

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.C . 10.0 ACCEPTANCE

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$ ,' 10.1 After completion of the grouting operation, documentation shall y[i. be transmitted to the Engineer for review and discussion.

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?%p:f, 10.2 If no grout take was evident, the operation is completed. Evi-9- dence of grout take shall be evaluated by the Engineer and if lfh'j further repairs are required, the Engineer sh'all so direct in

? writing.

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'l - 10.3 Other applicable repairs shall be in accordance with Reference A d, 3.5, J. A. Jones Special Process Procedure W-SP-7, Revision 6.

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. . ATTACHMENT B

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M ERIALS ACCni'T C E.1 ECT..~. . ' l' . ' -

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,r so waxiiud and drJed baggo d .ingregato prp . . . .

4 3418.. of . Con.cresive* 1380 epoxy grouting taaterial k" tubing with Certification . .

/t D,k" screw plu;;s ,

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ip!1bs. plug-setting materini

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4". packing gland fittings for k" tube tubing conucctors k" tubing Lu quick connect " "'

8 quick disconnects ---

Wrperless hand cleance EQUIPHENT .

Pcckers with vents and entry port for 2".,agsfF diameter out 1.iole

. grouting machines with mix}.u;; heads 6 flashlights with bulbs and batterics '

fvacuumcleaners 12 each power outlets connected to nne source with ettuni back up rystem connected to independent source with can to "D0 NOT 111SCONNECT UITiloirr HOTilTING J. A. JONES SUPERVISOR LOCATED O!! Pl.ACFJ1ENT 19" W2ter supply from two Indelunnis ni- sources wit h tanti "D0

. NOT DISCONHCCT WITil0UT NOTLlTING J. A. JONES SUI'E!WISOR '

LOCATED ON l'LACEMENT 19" Air Hource f rom two .isulepends ul' nou rcitr. w i t h .t .en . " lit)

NOT Dir.CONNi CT Wr'iii NGTilTind J. A. ;0NE:; *;ti:*n:r.100n LOCATED ON PLACI211WT 19" 3

O to 200 PSI minimum prensure naunes with certil Jention 7

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ATTACHMENT B

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PAGE 2 0F 2 MIfPMENT .

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3 p.ortsbic light =tand:: with Ilehts . .

1. air hose to quick diaconnect 111. ting; \_

Ba,rri,1tr rope wit.h AUT110RI'.ED / PERSONNCI. ONLY sir.nr.

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Pratective glassen for all personnci (2

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l gang box with lock Tub.i.ng cutt.er I eIO..

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./ ATTACHMENT C '

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1N.';l'Y.CTl'IN i:llht:XI.11;T . ..

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PART A .. . _ .

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ACCitt'T

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1. Naturini and Ergulpmept Citect: lint

!. *,* Area Chipped and Cle.sncd 1.gHo,leClean

.#. Grout Tube Installed

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.1 Grout ilolc Filled witti Aggregate

  • Packer Installed

. ' Fitting Installed .

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INSP11' TOR: --

. Sil1FT: DATE:

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-imated Time of Pumping

- .imated Quantity of Epoxy Injected i.

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