ML20127B985
| ML20127B985 | |
| Person / Time | |
|---|---|
| Site: | Waterford  |
| Issue date: | 04/13/1977 |
| From: | J.A. JONES CONSTRUCTION CO. |
| To: | |
| Shared Package | |
| ML17198A241 | List:
|
| References | |
| FOIA-84-455 W-SP-16-ADD-01, W-SP-16-ADD-1, NUDOCS 8506220108 | |
| Download: ML20127B985 (4) | |
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Procedure No.
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ADDENDUM 1, REV1S10N 2
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J. A. JONES CONSTRUCTION COMPANY
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,'jg-SPECIAL PROCESS. PRO.CEDURE c.- '
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REPAlR, INSPECTION, DOCUMENTATION, AND VERIFICATION C4,1 0F AfEj' PLACEMENT 499503-19 a-4 n.
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ADDENDUM i
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.,Vff WATERFORD SES UNIT NO. 3
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CONTRACT NO. W3-NY-4 t
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ENGINEERING CONSTRUCTION Q,UALITY ASSURANCE REV.
DATE REVIEWED BY DATE REVIEWED BY DATE APPROVED BY DATE O
3-17-77 [b
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J.A. JONES CONSTRUCTION COMPANY PAGE I 0F 2 PROCEDURE NO.
SPECIAL PROCESS PROCEDURE W@h y
- j-TITLE OF PROCEDURE; issue Date. 3-17-77
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REPA I R, INSPECTION, DOCUMENTATION, AND VERIFICATION PROJECT TITLE; Rev. No. & Date:
WATERFORD SES UNIT NO. 3 2
4-13/77 1.0 PURPOSE 4-The purpose of this addendum is to establish guidelines for verification
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of the grouting repair of placement 499503-19.
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2.0 REFERENCE
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2.1 J. A. Jones Special Process Procedure, W-SP-16, Revision 1.
3.0 RESPONSIBILITY
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3.1 Ebasco Services, Inc. shall be responsible for verification review and repair acceptance.
3.2 J. A. Jones Construction Company shall be responsible for the necessary coring, transportation of samples to the testing laboratory and pre-r],d sentation of the resultant test data.
4.0 VERIFICATION C.
,7fC 4.1 Eight (8) four (4) inch diameter cores shall be drilled in the vicini-
.4d ties listed below and to the depths listed below.
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SAMPLE LOCATION
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i A8 4 FT.
2 B7 to 86 4 FT.
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BIO to A10 4 FT.
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C5 to C6 4.5 FT.
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5 G7 6 FT.
6 F8 to F9 6 FT.
7 111 7 FT.
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8 13 to H3 7 FT.
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- Locat' ions are specified by grout hole numbers. See Attachment A.
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4.2 Cores shall be numbered, logged, and cut in 7)" segments for compression testing.
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4.3 Cores shall be capped and compression tested and the data transmitted to the Engineer.
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4.4 The Engineer shall review the data and upon acceptance notify J. A.
Jones in writing that further repairs, as specified in Section 12 of W-SP-16 Revision 1, may commence.
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FORM NO 1122 06 JUNE '74
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m J.A. JONES CONSTRUCTION COMPANY
.f, PROCEDURE NO.
0; SPECIAL PROCESS PROCEDURE W-SP-16
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- .3'l' TITLE OF PROCEDURE:
Issue Date: 3-17-77 k2 REPA I R, INSPECTION, DOCUMENTATION, AND VERIFICATION
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PROJECT TITLE:
Rev. No. & Date:
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{ji WATERFORD SES UNIT NO. 3 2
4/13/77 R,- ij 4.5 Cores shall be photographed and placed in core boxes imediately after y,'.g coring. Core logs shall be maintained and shall contain as a minimum:
'b (1) core number
' 4.T (2) piece marks such that proper orientation of the entire core will
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- 715 (3) definition of all questionable zones
,Z#9 (4) exact core location as drilled
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R-b 4.6 Verification core holes shall be tapped Imediately after cores are com-g.h pleted to insure that the holes are kept clean until the holes are
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4.7 The nine (9) additional two (2) inch diameter verification cores drilled k'k?)
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4.8 The verification cores drilled in accordance with Paragraph 4.1 shall be
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grouted after the nine (9) two (2) Inch diameter cores.
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Rj2if' 4.9 After the grouting operation all data shall be. evaluated by the 4.
Engineer.
4 is tr t 5.0 ATTACHMENTS lr 5.1 Grout Hole Grid
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- FORM NO. I122 06 JUNE '74 W
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