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Procedure No. W-SP-16'9'. J ,'
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?,ADDENDUM 1. REVIS10N3
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n..-7' J. A. JONES CONSTRllCTION COMPANY
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SPECIAL PROCESS. PROCEDURE.*
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076t REPAIR, INSPECTION, DOCUMENTATION, AND VERIFICATION'
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['C.n;..f[5 PLACEMENT 499503-19 ,' , ., h , ,,
-x '.-?g ' ADDENDUM I
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fik WATERFORD SES UNIT NO. 3 -
S, yg CONTRACT NO. W3-NY,-4_
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bhh If ".ENGINEERING CONSTRUCTION QUAI.lTY ASSURANCE
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REV. DATE REVIEWED BY DATE REVIEWED BY DATE APPROVED BY DATE
O 3-17-77 hh M Yl? ?E B/#w s.n- n 2GL s /,,'
3-18-77 h k||W77 , T -/840 fha = '? ,
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'. J.A. JONES CONSTRUCTION COMPANY PAGE 1 0F 2
G PROCEDURE NO. i-
j|* SPECIAL PROCESS PROCEDURE W-SP-16i
ADDENDUM I
.3, TITLE OF PROCEDURE: Issue Date: 3-|7-77 ,
'
j f,, REPAlR, INSPECTION, DOCUMENTATION, AND VERIFICATION'
Rev. No. & Date:"'PROJECT TITLE: * *
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:.h. ' W4TERFORD SES UNli N0. 3 ",' S 4-13/77.
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f[. ,.( l.0 PURPOSE
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Nd The purpose of this addendum is to establish guidelines for verificationi
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, ,j~(.. ', of the grouting repair of placement 499503-19..
1 2.0 REFERENCE .
3r..*g 2.1 J. A. Jones Special Process Procedure, W-SP-16, Revision 1.
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.w.j. 30 RESPONSIBillTY* '
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j?j,j.3.1 Ebasco Services, Inc. shall be responsible for verification revieww
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and repair acceptance.,
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2[" 32 J. A. Jones Construction Company shall be responsible for the necessaryj/Y- coring, transportation of samples to the testing laboratory and pre-)jf sentation of the resultant test data.,
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' */s{:,. 4.0 VERIFICATION?. .''
- .C'. 4.1 Eight (8) four (4) Inch diameter cores shall be drilled in the vicinI-*.,'('
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ties listed below and to the depths listed below.-.
f SAMPLE . LOCATION * g,
. <. - i 48 4.FT.,' h - 2. B7 to 86 4 FT.*
3 810 to A10 4 FT.QD[!~
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:| 4 C5 to C6 4.5 FT.<f 5- G7 6 FT., .
.'n 6 F8 to F9 6 FT.
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7 111 7 FT. .,
. ,8,.{| ,8 13 to H3 7 FT.' -
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,Q * Locations are specified by grout hole numbers. See Attachment A.,
.c:'$ 4.2 Cores shall' be numbered, logged, and cut In 7t' segments for compression
. J.),. testing. -
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h?,]),. 4.3 Cores shafi be capped and compression tested and the data transmitted%'. to the Eng.1neer.p,. ,
jf 4.4. The Engineer shall review the data and upon acceptance notlfy J. A..
.Jones in writing that further repairs, as specified in Section 12 off.;v. - -
if.f y| W-SP-16, Revision I, may conenence.h ..:.% . **
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*J.A. JONES CONSTRUCTION COMPANY
PROCEDURE NO.SPECIAL PROCESS PROCEDURE W-SP-16,
annrunnu 1-.
TITLE OF PROCED'URE: Issue Date: 3-17-77*
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! REPA IR, INSPECTION, DOCUMENTATION, AND VERIFICATION, . ,'' *PROJECT TITLE: Rev. No. & Date:-
. .
WATERFORD SES UNIT No. 3 3 4/13/77.
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. IR'- l : 4.5. cores shall be photographed and placed in core boxes imediately after .'s.I .:t coring. Core logs shall be maintained and shall contain as a minimum: '
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..~'k (l) core number I
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f ''' (2) piece marks such that proper orientation of the entire core will 2
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.T' (3) definition of all questionable zones ~,
;.,s '? (4) exact core location as drilled1 .
5RU 4.6 Verification core holes shalf be r.apped imediately after cores are com- !
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..;; |- plated to insure that the holes are kept clean until the holes are."2 '' g routed.M ,iM2" 4.7 The nine (9) additional two (2) Inch diameter verification cores drilled. ~.f, ' '? to extend the northern limits of the core grid shall be grouted in' '-/. ;- accordance with W-SP-16.. Revision 1..
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R': 2,. 4.8 The verification cores drilled in accordance with Paragraph 4.1 shall beM ', grouted after the nine (9) two (2) Inch diameter cores.
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R$2.e ' 4.9 After the grouting operation all data shall be evaluated by thei Enginee r.4,y .
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' h' V. '5.0 ATTACHMENTS
G.,.,p f R-3 5.1 Grout Hole Grids (2)
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