ML20127C160

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Rev 1 to Site Insp & Test Procedure W-SITP-8, Waterstop Insp
ML20127C160
Person / Time
Site: Waterford Entergy icon.png
Issue date: 10/27/1975
From:
J.A. JONES CONSTRUCTION CO.
To:
Shared Package
ML17198A241 List: ... further results
References
FOIA-84-455 W-SITP-8, NUDOCS 8506220158
Download: ML20127C160 (6)


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Procedure No. W-SITP-8 i

l J. A. JONES CONSTRUCTION COMPANY I

SITE INSPECTION AND TEST PROCEDURE ,.

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FOR WATERSTOP lNSPECTION WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY-4 ENGINEERING CONSTRUCTION QUALITY ASSURANCE DATE REVIEWED BY' DATE REVIEWED BY DATE APPROVED BY DATE REV.

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t J. A. JONES CONSTRUCTION COMPANY PAGE 10F 3 SITE INSPECTION AND TEST PROCEDURE: PROCEDURE NO.

W-SITP-8 REV. NO.1 TITLE: WATERSTOP INSPECTION DATE:10/27/75, PROJECT TITLE: WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY-4 1.0 PURPOSE To specify the inspections and examinations that will be performed by J. A.

. Jones. quality Assurance personnel to assure that waterstops are in accord-ance with contract drawings and specifications.

2.0 SCOPE This procedure covers the handling and installation of waterstops for Waterford SES Unit No. 3, Phase I Concrete Construction.

30 REFERENCES 3.1 Ebasco Services, Inc. Specification No. LOU-1564.476, latest revision, "Wa terstops". .

32 J.. A. Jones Construction Work Procedure No. W-WP-8, " Handling and installation of Waterstops".

4.0 RESPONSIBILITIES Ebasco is responsible for supplying factory spliced waterstops and 4.1 the materials for field made splices, with the proper certifications-as required by Reference 3.1.  !. i i i i.

.i io i. c m .r. r ii. . i,i N 4.2 J. A. Jones is responsible for the proper handling, splicer training, splicing and Installation of waterstops as required by Reference 3.1 and 3'.2 and in accordance with approved construction drawings. .J. A.

Jones is also responsible for fleid testing in accordance with rf Refe'rence 3.1.. -

!.. p r rwe 4.3 J. A. Jones Engineering and Construction Supervisory personnel are responsible to train the' craftsman (splicer) who will be meking pro-i duction splices prior to the performance of the work.

4.4 J. A. Jones Engineering and Construction Supervisory personnel are responsible to canplete and maintain all records as required by Reference 3.2.

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J. A. JONES CONSTRUCTION COMPANY PAGE 2 OF 3 i

SITE INSPECTION AND TEST PROCEDURE: PROCEDURE NO.

W-SITP-8 REV. NO. 1 TITLE: WATERSTOP INSPECTION DATE: 10/27/75 ,

1 I PROJECT TITLE: WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY-4 i <

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  • l 4.5 J. A. Jones quality Assurance personnel are responsible to assure 4

compliance with this procedure and Reference 3.2. Also, to assure that only trained personnel (craftsmen) are used for making job-made spilces.

5.0 DEFINITIONS 5.1 Waterstops - A continuous sheet of material designed to bridge across either a closed or an open joint in concrete to prevent the passage of water through the joint. j 5.2 Test Unit - Shall be as defined in Reference 3.1. -

6.0 INSPECTION 6.1 The assigned quality Verification Inspector (s) shall, as a minimum, perform and document the following inspections.

6.1.1 Assure that only trained splicers are used for making job-made spIIces.

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6.1.2 Assure that the proper equipment is used for making spilces, and that the equipment is in good working condition.

L 6.1.3 Assure that splice joint configuration is correct.

6.1.4 Assure that the technique specified in Piragraphs 9.3, 9.4 and 9.5 of Reference 3.2 for joining is followed by craftsmen.

i .i 6.1.5 Assure that factory-made waterstops, job-made waterstops, .

splices and waterstop materials are handled in such a manner.

i as to prevent: damage or contamination f rom deleterous materials.

! 6.1.6 Assure that wate'rstops are Installed in accordance with approved construction drawings. -

6.1.7 Assure that the testing frequency specified in Paragraph 7.0 l

below is complied with.

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

SITE INSPECTION AND TEST PROCEDURE: W-SITP-8 REV. NO. l TITLE: WATERSTOP lNSPECTION DATE: 10/ 27/75 ,

PROJECT TITLE: WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY-4 a

7.0 TESTING Test units shall be made to meet the following requirements:

7.1 Three (3) test units shall be made by each splicar for -qualification.

In addition, one (1) test unit shall be made if there is reason to question the quality of work or as may be deemed necessary by Ebasco.

72 One (1) . test unit shall be made for each ten (10) field splices.

I 7.3 Test units may be taken from splices made as production splices or from a companion splice placed alongside the actual waterstop to be used for the sole purpose of obtaining test samples. Companion spilces

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' shall be made under actual field conditions.

7.4 The assigned quality verification inspector (s) shall identify and deliver the test splices'to Ebasco for testing as required by Reference 3.1.

7.5 Ebasco shall furnish J. A. Jones one (1) copy of the test data report, so that J. A. Jones can document the acceptability of job-made water-stop splices and compliance with the requirements of Reference 3.1.

8.0 RECORDS AND DOCUMENTATION 8.1 The assigned quality Assurance Inspe'ctor(s) shall perform the in-spections listed in Paragraph 6.0 and record the information on Attachment No. 9.1, "Waterstop Inspection Report".

8.2 in addition, the assigned quality Verification inspector (s) shall maintain the "Waterstop Splice Log', Attachment No. 9.2, in order to assure compliance with the test frequency requirements of Paragraph 7 0 above and Reference 3.1.

8.3 All records, upon. completion of the work or as otherwise specified, will be turned over to the Ebasco Senior Qvality Control Supervisor for the purchaser's records.

I 9.0 ATTACHMENTS 9.1 Waterstop Inspection Report (Form No. W-SITP-8.1) 9.2 Waterstop Spilce Log (Form No. W-S ITP-8.2)

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' t'techmint No. 9 1

- J. A. JONES CONSTRUCTION COMPANY WATERFORD UNIT NO. 3 WATERSTOP INSPECTION REPORT 4

Report No: Specification No: Proj ect No. :

quality Verification inspector:

Waterstop No:' Splicer's Name:

Splicer's 1.0, No. :

Equipment: Satisfactory . Unsa.t i sfactory _

Comments:

Joint Configuration: Sati sfactory Unsatisfactory Comments:

1 Proper Splicing Technique Used: Yes No Comments:

Materials Properly Handled: Satisfactory Unsatisfactory Placement Location of Waterstop:

I Other Remarks or Comments:' -

1 Fo rm No. W-S !TP-8.1 '

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, Attpchment No. 9.2 L .

J. A. JONES CONSTRUCTION COMPANY WATERFORD UNIT NO. 3 Sheet of WATERSTOP SPLICE LOG t P= Production Splice Tested Splices C= Companion Splice Accepted Splice WlR Splicer's Number Number Name T= Tested Splice Yes No Remarks i

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Form No. W-SITP-8.2 f

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