ML20126D707

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Rev 0 to QA Instruction Qairgs 48-1, Documentation Statusing Review Instruction
ML20126D707
Person / Time
Site: 05000000, Waterford
Issue date: 11/05/1982
From:
EBASCO SERVICES, INC.
To:
Shared Package
ML20125A430 List: ... further results
References
FOIA-84-426, FOIA-84-449, FOIA-84-A-55, FOIA-84-A-65 QAI-9A, QAIRGS-48-1, NUDOCS 8506150184
Download: ML20126D707 (13)


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QUALITY ASSURANCE INSTRUCTbH is_1 gg1gg3 30, SUPPI.EME2iT kk /Q /

QAI NO.

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'~3-E3ASCO FORCE ACCOLNT (CONCRETE S 3UC~URES)

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The purpose of this ins:ruction is to assure a unifor: and acceptable me: hod for the review and s atusing of the Quality Assurance Records as recuired by QAI 9A.

.0 Scope 2.1 This instruction applies to the review and statusing of Quality Assurance Records applicable to concrete preplacement, placement, post-place ent and grou:ing activities perfor ed by J. A. Jones and Ebasco Force Account.

2.2

'I'his instruction dces not apply to the review and statusing of purchasing caterials, receiving inspection, storage, material control or vendor docu-mentation for ite=s supplied for concrete s:ructures.

3.0 References

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3.3 QAI-9A - E3ASCO " Record Statusing to Support Start-Up Syste=s Turnover" 3.S W-SITF-4 (J. A. Jenas) Reinforcing Steel - Handling, S::: age, Ins:alling, Cat.elding and Medification Inspection 3.7 W-SITP-5 (J. A. Jones) Embedded Items - Handling, Storage and Ins:allation Inspec fon 3.S W-SI!?-7 (J. A. Jones) nspec:1:n of Concrete Placing, Cering. Finishing and Rcrairs 3.9 W-S::?-c (J. A. Jcnes) Waterstop Inspection 3.10 7-S!!?-11 (J.

A.

Jones) Waterproofin; Sur.eillance 3.11 W-S!!?-13 (J. A.

Jenes) Repair and Curing of Concre:e Re air f:r Fla:eren:

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3.13 W-5 r?-15 (J. A. J:nesi Greutin; Seneath Stainless Steel ?i: lines 8506150184 850301 h.

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QAIROS NO. 46-1 Page 2 of 5

,I 3.14 W-SITP-20 (J. A. Jones) Inspection of Grou:ing 3ase Plates and Equipmen:

Fo undations 3.15 W-SITP-22 (J. A. Jones) Installa:ica of Expansion Jcin: Material 3.16 QCIP-6 (E3ASCO).Cencreta Preplace:en: Inspec:ica 3.17 QCIP-7 (ESASCO) Inspection of Concrete Place =en: Curing and Finishing 3.18 QCIP-9 (E3ASCO) Inspection of Concrete Reinforcing Steel Mechanical Splices (Cadwelds) 3.19 QCIP-38 (E3ASCO) Inspecticn of Waterproofing Me=brane Installation 3.20 WQC-106 (E3ASCO) Inspection

  • of Concrete Placing, Curing and Finishing 3.21 WQC-107 (E3ASCO) Inspection of Waterstep Installation 3.22 WQC-108 (.E3ASCO) Inspection of Concrete Repair - Structural 3.23 WQC-109 (EBASCO) Repair and Filling In of Voids and Drilled Holes In Concrete 3.24 WQC-110 (ESASCO) Inspection of Waterproofing 3.25 WQC-112 (E3ASCO) Inspection of 3ending and Straightening of Reinforcing 3ars Partially E= bedded in Concrece and Placing of Sars in Hardened Concrete r

3.26 WQC-ll3 (I3ASCO) Inspection of Cadwelds 3.27 WQC-ll5 (E3ASCO) Concrete Preplacement Inspection b 28 WQC-ll6 (ERASCO) Concrm.te Core Drilling Inspection - Exploratory 3.2d WQC-ll7 (EBASCO) Inspection and Test Status - Ebasco Force Acccun 3.30 K0C-ll8 (E3ASCO) Inspection of the Grou:ing of Base Plates and Foundatiens

'3.31 WQC-167 (E3ASCO) Review and Trans=1::al of Quality-Rela ed Records

'G De finitions Rafer to the app vpriate procedure listed above in Section 3.0 " References" for all pertinent definitions.

.0 Rescensibill:y 5.1 The QAIRC Supervise: shall be responsible to scnitor QAIRO Coordina:cr's

-activities with Ebascc Force Account and their subtit:als of QA decurentatien in accordance to their t?spective procedures.

5.2 The QAIRG Ccordinator is re;7ensible for coordina:ing a review 5:af f and assuring tha: reviews are in sonfor ance with :his instructi:n and Ebase:

Procedure QAl No. 9A.

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f5.3 The QAIRG Reviewer is responsible for reviewing QA docu:entation to assure f

co=plinnce wi:h J. A. Jenes and Ebasco applicable approved procedures,

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. specifications, s:andards, e:c. and docu=ent their reviews in accordance with this instruction' and Ebasco Procedure QAI No. 9A.

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- 0 Procedure

-6.1 General Infor:ation

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E 6.1.1 The review effer: of this instruction is divided into four categories.

i These categories are identified in paragraphs 6.2, 6.3, 6.4 and 6.5.

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6.1.2 Each of the categories will desc' ribe the detailed docu ent review

=ethods and will reference a Package Index/Docueentation Guide to be utilized by the reviewer.

The Package Index/Documen:ation Guides will be included as attach =en s to this instruction.

6.1.3 Prior to start of the review, the correct type and revision of form will be checked. This is accomplished by referring to the applicable procedure and revision in effect when the activity was accomplished.

6.2 Review of Cadweld Packages 6.2.1 The Reviewer shall arrange each individual Cadwelder's Records in accordance with A::ach=ent 7.1 to determine if all the required documents are in the package.

6.2.2 All documents in the package shall be reviewed as follows:

a)

Check for completeness and legibility; b) Verify that a suf ficient nu=ber of tests were selected and test resul:s =eet specified requirements; c) Perfor= a detailed check of all docu=ents for accuracy, traceability and authenticity.

6.3 Review of 'Jaterstoo Packages 6.3.1 The Reviewer shall arrange the ***aterst'op Installation Records in accordance with A::achment 7.2 to deter =ine if all the required documents are in :he pcekage.

5.3.2 All' docu=en:s in :he package shall be reviewed as follows:

a) Check for completeness and legibility; b) Verify that a sufficien: nt=ber of tes:s were selec:ed and test results tee specified require =ents; 4

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c) Perfor= a detailed check of all docu=ents for accuracy, i

traceability and au:henticity.

6.4 Review of Canerete Placemen: Packazes i

=t 6.4.1 The Reviewer shall refer to increte Preplacement Inspection i

Record / Checklist for applic rs involved in a particular f'

concrete placement. The Re Tall refer to :he applicabla design drawing for 1:e=s *w' net been ec=pleted (i.e.

- i initialed or N/A'd) on the ent Inspecticn Record / Checklist.

6.4.2 The Reviewer shall perfo*

stive check ur.ilizing Attach-ment 7.3 to deter =ine i-

4. red dccurents are in the package.

6.4.3 All doce=ents in the p reviewed as follows:

a) Check for compler

,ility; and.

b) Perform a detailec

.1 documents for accuracy, traceability and aut 6.5 Review of Grout Place =ent Packaces 6.5.1 The Reviewer shall check the docu ents in the Grout Package to deter =ine the item being grouted and the type of greut used.

6.5.2 The Reviewer shall perform a quantitative check utilizing Attach-rent 7.a to deter =ine if all the required dccuren:s are in the package.

6.5.3 All docu=ents in the package shall be reviewed as folicws:

a) Check for co=pleteness and legibili:y; and b) Perfor= a detailed check of all decumen:s for accuracy, traceability and au:hentici:y.

6.6 Asse=bline of Co=oleted Packazes 6.6.1 The Reviewer shall assure that all docu=ents are arranged in accordance wi:h the applicable Package Index/Docu=en:atien Guide and that the 9 A.1-A fors is at: ached.

6.6.2 Znen discrepancies are iden:ified during :he review, they shall be lis:ed on For: QAI-9.2.

The package and deficiency list will be sent to the apprcpriate depart:ent fer resclu:icn.

The centrac:cr shall retu n the corrected package :o Ebasco QAIRC.

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QAIRGS NO. 48-1 Page 5 of 5 u.

1. 7. 0. - Attachments

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r' 7.1 Cadweld Package Index/Cocu=entation Guide j.

    • a:arstop Package Index/Documen:atien Guide 5

7.2 i

-7.3-Concrete Package Index/ Documentation Guide l

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. Grout Package' Index/Docu entation Guide

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CADbELD PACKAGE

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INDEX/DOCLHENTATION GUIDE E

, CADb' ELDER IDENTIFICATION NLT3ER f

LEGI3ILITY CU9iETE Ess

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Cadwelder Qualificatic:t Ra-Qualification Recori L'basco Cedwelder Qealifica:icn/

eb-Qualification Records J. A. Jcnes' Cadweld Inspection Rscords Ebesco Ccdweld Inspecticn Racords J. A. Jcnes Cadweld Tensile eports

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E34Sco Cadweld Tensile Tes: Repor:s l

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i Cadweld As-3uil:/

LCcatiCn Records (Note 1)

Ecasco Cadeeld As-3uilt/

Lcca:ica Records

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NOTES ADDITIONAL RDiARKS:

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1. Cadweld As-Duil-Loca:icn I

1 Records are filed in the i

appl. cacle cencre:e place-cent packace. Refer :o the l

concre:e r.iacenent Packaze for verifica:i:.'reciew cf I

Cadweld As-3uil: Loca:icn l

Records.

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4 J. A. Jones Cadwald Records nasce cad.. eld gecerde 1.

CadweldOperator'skualifica: ion 1.

Cadweld Cperator's Qualification Test Record

!ss: Records 2.

Daily Cadweld Inspection Repor:

2.

Cadweld Daily Inspection - Visual 3.

L'eekly Cadweld or Rebar Test 3.

Report of Tensile Test - Cadweld Report Splices 4.

Report of Tensile Test - Cadweld 4.

Cadweld Inspection Repor:

Splices 5.

Cadwelder's IJeld S: acus Log 5.

Cadweld Map Drawings 6.

Cadweld Map Log 6.

Cadweld Map Log 7.

Cadwelder's tield Status NOTE: All of the above records vers not in effect during the sa=e ti=e frane.

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.. ' r, A!"IACICENT 7.2 WATERSTOP PACKAGE INDEX/DOCLE NTATION GUIDE 6

REQUIRED t er.Tu p v

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DOCLE NTS SAT UNSAT SAT C';S AT N/A REMARKS J. A. Jones Waterstop Splicer's Qualification Records J. A. Jones Waterscop Splice

,fnspection Records EcaSCo Waterstop Spiicer's Qualification Records Eb asco I

Waterstop Splice Inspection Records E3FA Waterstop Splicer's Qualificatien Records

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Waterstop Splice l

Inspection Records 1

Waterstop Splice Tensile Test Reports ADDII t0NAL RD"). RIG :

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Trained Splicer's Log 1.

Qualification of Waterstep Splicer's

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Waterstop Splicer's Training 2.

Test for Waterstop Field Splices Record 3.

Waterstop Inspection Record 3.

Waterstop Splice Log 4.

Waterstop Surveillance Checklist

5. cWaterstep Tensile Test Reports j

EBFA Watersteo Records 8 l 1.

Trained Splicer's Log 2.

Waterstop Splicer's Training Record 3.

Waterstop Splice Log 4.

Waterstop Inspectica 5.

Weekly Waterstop Installation

6. *Waterstop Tensile Test Reports NOTE: All of the above records were not in effect during the sa=e time frare.

0 Waterstop Tensile Test Reports will be filed in the back of the Watc rstop Pcckage.

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INDEX/DOCL' MENTATION CUIDE BLDG.

POUR NO.

LEGI3ILITY lC0v?LETENESS REQUIRED g ;

"y 3 p' g 3 DOCC'INTS SAT CiSAT SAT C; SAT N/A

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CONCRETE POUR PLAN OR N O M TION ONLY

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PREPLACDENT u

RECORDS e

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J. A. JONES PREPLACEMENT RECORDS I

EBASCO PLACEMENT RECORDS

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J. A. JONES O

PLACDENT 8

RECORDS GEO CONCRITE l

TEST FICORDS EBASCO E

POST-?LACCENT E

PICOPOS l

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J. A. JONES E

POST-?LACD2:;T t

RECORDS Ea:ch Plan:

Vaul: Index ADDITIONAL RDtGKS:

Records

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Concre:e Celive y Tickets Cencrete Cons:ituents REVII'v7.D EY:

NOTE: See reverse side Signature Da:e

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J Eba cm P solecc=en: Rtco. 3 J. A. Jc.4s Preolscertn: Records l'.

Concrete Preplacement Inspection 1.

Concrete Preplace=ent Che cklist Checklist Record Record 2.

Concrete Preplace=ent Inspection 2.

Embed Map Log Checklist.

3.

Cadweld As-Buil: Drawing

3.. Tests for Waterstop Field Splices 4

Cadweld Map Log 4.

E= bed Map Log 5.

Waterstop Splice Log

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Cadweld Map 6.

Cadweld Map Log 7.

Concrete Pour Plan 8.-

It.spection of Placing Dowels in Hardened Concrete Ebasco Place =ent Records J. A. Jones Placement Records e

1..

Concrete Placement Inspection 1.

Daily Concrete Inspection Report 2.

Concrete Place =ent Inspection Report 3.

Inspec, tion of Placing Devels in Hardened Concrete 4.

Concrete Test Record

-5.- QC Concrete Test Cylinder Cintrol Sheet 6.

QC Physical Test Ebasco Post-Place =en: Records J.

A. Jones Post-Placement Records 1.

Concrete Curing Record 1.

Concrete Curing Log 2.

Waterproofing Inspection Record 2.

Final Placement Inspection Report 3.

Waterproofing Surveillance Report.

3.

Waterproofing Surveillance Report 4.-

Quality Con:rol Checklist for 4.

Inspection Checklist (Repairs)

Concrete Repair 5.

Daily Concrete Inspection. Report 5.

Quality Control Checklist (Repairs) 6.

Curing Log for Structural Repair 6.

Material and Equipment Checklist of Concrete (Repairs) 7.

Surveillance Checklist for Cos= etic 7.

Quali:y Verification Checklist Repairs S.

Surveillance Inspectien Checklist for Repairs l

9.

Inspec:1on of 3ending/ Straightening l

of E: bedded Reinforcing Steel 0.

Inspection of Placing Dowels in i

Eardened Concrete l'

CEO Test Records 1.

Field Concre:e Inspection Data 2.

Co:pressive S:rength of Concrete Cylinders 3.

Sta:istical Analysis of compressive S:rength Tests 4.

Field Crou: Inspec: ion Data 5.

Corpressive Strength of 2" x 2" Cubes NOTE: All of the above records were not in effect during the sa=e :ize f rame.

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GROUT DOUR FOR INFOR"ATION ONLY PLAN

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PREPLACDENT t:

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J. A. JONES PREPLACDENT RECORDS E3ASCO PLACDENT RECORDS h

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PLACDENT

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POST-? LACEENT RECORDS Ov<

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POST-Pl a.CDENT FICORDS Batch Plant Vaul: Index

.ODITIONAL RD'_ ARKS :

Eecords G:cu: :eli te- -

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r Ebneco Praclectrint RSco. 4 J. A. Jc.as Prnolacement Rtcords -

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Concrete Preplacement Checklist Record 1.

Grout Pour Plan 2.

Quality Control Checklist 2.

Preplace:ent Checklist Reco rd 3.

Quality Control Checklist for Cencrete 3.

Grouting Checklist Repairs 4.

Inspection Checklist for Grouting 4.: Surveillance Checklist for Cosmetic Beneath S.S. ?it Liners R$ pairs 5.

Inspection Checklist for E=beco Grout

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Surveillance Inspection Checklist 6.

Inspection Checklist for coasco for Repairs Supplied Sand-Ce=ent G rout I

6.

Inspection of Placing Dowels in 7.

Inspection Checklist

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H2rdened Concrete S.

Material and Equipment Checklist i

9.

Inspection Checklist / Grouting Material Checklist g

10.

Quality Verification Checklis:

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Ebesco Place =ent Records J. A. Jones Placement Records

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Grout Inspection 1.

Daily Concrete Inspection Report 2.

Quality Control Checklist 2.

Itecs 4 through 10 of Preplace=ent,

3.

Quality Control Checklist for Records above

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Concrete Repair j

4.

Surveillance Checklist for Cosmetic i

Repairs l

5.

Surveillance Inspection Checklism t

for Repairs 6.

Intpection of Placing Devels in i

Etrdened Concrete i

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Ebasco Post-Placement Records J.

A. Jones Post-Placement Records

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Grout Cure Los 1.

Final Placement Inspection Report

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Curing Log for Structural Repair 2.

Icema 4, 5, 6, and 10 of Preplace-of Concrete cent Records above 3.

Quality Control Checklist 4.

Itsms 4 and 5 of Preplace=ent R2 cords Above i

5.

Inspection of Placing Devels in Hardened Cencrete i

GEO Grout Test Records 1.

Field Concrete Inspection Data 2.

Co=pressive Strength of Concrete Cylinders 3.

Field Grout Inspection Data 4

Cc=pressive Strength of 2" x 2" Cubes y

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MCTE: All of the above records were not in effect during the sa e tire frame.

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