ML20202J822

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Rev 2 to Quality Instruction QI-044, Documentation Review of Concrete Placement
ML20202J822
Person / Time
Site: Comanche Peak  
Issue date: 04/01/1986
From: Bajada E, Hansel J, Patterson A
EVALUATION RESEARCH CORP.
To:
Shared Package
ML20202J051 List: ... further results
References
QI-044-02, QI-44-2, NUDOCS 8607170152
Download: ML20202J822 (20)
v • d • e


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EVALUATION RESEARCH CORPORATION COMANCHE PEAK RESPONSE TEAM QUALITY INSTRUCTION FOR ISSUE-SPECIFIC ACTION PLAN VII.c INSTRUCTION NO.: QI-044 REVISION:

2 ISSUE DATE: 04/01/86 C0 G 0__ D C0?Y CONTROL NO.DF-CO/

DOCUMENTATION REVIEW OF CONCRETE PLACEMENT Prepared by:

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vF/[9 Date:

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Y ~[ I Approved by:

N I-Date:

Issue Coordinator M !!!((e Approved by:

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8 Date:

On-Site QA Represent ive Approved by:

Dater Y /

  1. dd QA/

Review Team Leader

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0607170152 860711 PDR ADOCK 0D000445 A

PDR

t, QI-044 Rsv. 2 fg 1.0 PURPOSE

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This procedure provides the methods and accept / reject criteria for the performance of a documentation review for concrete placement.

2.0 APPLICABILITY This procedure applies to the performance of an independent review of the documentation for all safety-related concrete placement.

It applies to the samples selected from the population described in the Population Description for Concrete Placement.

3.0 REFERENCES

3.1 QA/QC-RT-922, " Description Memorandum for Document Review of Concrete Placement" used in development of procedure and includes specific sources for attributes and exclusions.

3.2 QI-043, " Reinspection of Concrete Placements."

3.3 CPP-009, " Performance of Reinspections and Documentation Reviews."

4.0 GENERAL Documentation reviews are performed and documented in accordance with established CPRT procedures. This procedure establishes the attributes and accept / reject criteria for the documentation review of Concrete Placements. Reference 3.3 addresses the method to perform and document the reviews.

4.1 Responsibilities 4.1.1 QA/QC Inspectors QA/QC Inspectors perform documentation reviews in accordance with established project procedures and instructions. Reference 3.3 addresses the method used l

to perform documentation reviews and to document and j

process the results.

4.1.2 QA/QC Discipline Engineers The QA/QC Discipline Engineers prepara the Quality Instruction delineating documentation review requirements and attributes.

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QI-044 Rev. 2 i

N 5.0 INSTRUCTION d

Using the information below~, perform the documentation reviews on the sample items listed for this population and document the results on the applicable checklist (Attachment 6.1).

Attachments 6.2 through 6.9 are examples of TUGC0 Inspection Reports, which include attributes applicable to the documentation review. Using these documents as a guide and any other available information, the inspector shall review the Inspection Reports of the sample placement to determine which attributes are applicable.

Where no inspection v9rification exists for applicable attributes, DR's will be initiated. Where the documentation for a given attribute is missing, lump all sub-attributes into a single Deviation Report.

1.

Design Mix, concrete batching and conveying.

Review the Concrete Production Inspection Report (see.2 for sample) or similar document to verify notation that:

MixI esign cards were approved and signed by the QC d

A.

inspector.

B.

Mix, design card used corresponis to the mix specified by the-Field (Engineer).

C.

Mix' design designated on pour card agrees with batch ticket.

Batch ~plantscalesareincalkbration.

D.

E.

Batch ticket (see Attachment 6.3 for sample) properly filled out for receipt and add water after delivery.

Verify cl:at when water is added to truck, data shown on.9 does not exceed that allowed on c.3.

F.

Truck mixarssrequired to complete 70 tavolutions at mixing speed before start of delivery. this' f tem is applicable-to concrete batched in trucks only.

G.

Trucks are discharged before 45 minutes if ambient temperature is above 85'F or 90 minutes 'il approved by the engineer.

2.

Forms, Construction Joints Review the Concrete Preplacement Inspection Report (see.4 for sample) and the pour card (see Attachment 6.5 for sample) or similar documents, to verify that notations O

have been made.thatt 3

QI-044 Rev. 2 5.0 INSTRUCTION (Cont'd) 2.

Forms, Ccnstruction Joints (Cont'd)

A.

Form work was installed with consideration for i

stability, line and grade, tightness of joints and cleanliness.

B.

Proper installation of construction joints, clean and properly wetted.

)

i C.

Seismic air gap is in compliance with design drawings, and protected from intrusion of foreign objects.

D.

Pour card is signed off by craft and engineers, with a unique pour number.

3.

Rebar, Cadwelds, waterstops, anchor bolts, embedded plates Review the Concrete Inspection Report (see Attachment 6.6) or similar document to verify notation that:

A.

Rebar is correct regarding size, spacing, concrete to rebar coverage, and properly installed.

I B.

Cadweld/ lap splices meet design requirements.

4 C.

Dowels are installed with correct anchorage length.

D.

Anchor bolts are the correct type.

E.

Waterstops are accurately installed.

F.

Correct embedmont has been installed.

i J

4.

Depositing and Consolidation Review the Concrete Inspection Report (see Attachment 6.4 for sample) or similar document, to verify notation that:

A.

Placement rate ensures proper integration with preceding lift.

l B.

Placement lift does not exceed 18".

C.

Placement technique causes minimum segregation.

D.

Placement placed to proper grade.

E.

Vibrators operate at a minimum 8,000 I.P.M.

l F.

Vibrators not used to convey concrete more than 3 ft.

I G.

Vibrators penetrate approximately 4 in. into preceding lift.

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i QI-044 Rev. 2 l

l 1

l 5.0 INSTRUCTION (Cont'd) 5.

ATTRIBUTE DELETED 6.

In-Process Concrete Tests Review the Concrete Placement Summary (see Attachment 6.9 for sample) or similar document to verify notation that

. (

j A.

Air content is ecorded and meets the ace.eptance criteria listed on the Concrete Placement Summary.

B.

Slump is recorded and meets the acceptance criteria on the Concrete Placement Summary.

C.

Concrete temperature is recorded and meets the acceptance criteria on the Concrete Placement Summary.

7.

Curing Review the Daily Curing Verification Report (see Attachment 6.8 for sample) or similar document to verify notation that:

A.

Curing requirements have been properly addressed in the Daily Curing Verification Report.

()

B.

The Curing Log has been initialed and dated for each curing day.

8.

Compressive Strength Test Results Review the Inspection Report on compressive tests of concrete (see Attachment 6.7 for sample) or similar document, to verify that the specified 28-day design strength as summarized in the inspection report has been met for both:

A.

Laboratory cured cylinders.

B.

Field cured cylinders.

9.

Inspection Reports l

Verify that all Inspection Reports addressed in this QI are complete (i.e. all applicable attributes addressed, and the reports initialed or signed by the QA/QC inspector), and the correct Pour I.D. number has been incorporated.

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QI-044 Rev. 2 4

5.0 INSTRUCTION (Cont'd)

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4 10.

Inspection and Test Personnel Certification Verify that inspection and test personnel were properly certified to perform the. inspections and rests as follows:

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a.

The certific& tion was valid at the time of inspection, i.e. the date that the inspector initialed / signed must be on or after his certification date and prior to his certification expiration date.

l b.

The inspector was certified to the procedure used at the time of signature.

If this attribute is rejectcd determine if the person that signed as QC inspector was ever certified to the procedure used.

If the

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inspector was ever certified to the procedure record the time period of certification, otherwise state in the remarks column that the person was never certified.

NOTES: Inspector's name shall be recorded on the checklist when a deviation occurs.

()

If any initials and/or signatures are illegible, an attempt shall be made to determine the inspector's name by checking the signature cards located in the Permanent Plant Records Vault.

If identification cannot be made the inspector shall reject this attribute.

6.0 ATTACHMENTS

6.1 Checklist

Concrete Placement (3 Pages) 6.2 Concrete Production Inspection Report (2 Pages) 6.3 Concrete Batch Ticket 6.4 Preplacement Inspection Report (2 Pages) 6.5 Concrete Pour Card 6.6 Concrete Inspection Report (2 Pages) 6.7 Concrete Compressive Tests Report l

6.8 Curing Verification Report

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6.9 Concrete Placement Summary a

4 6

Attachmant 6.1 QI-044 Rev. 2 Page 1 of 3 L

CHECKLIST COMAWCRE P'.AE RESP 0stSE TIAN CRECKLIST r9rvtu tou DEsc vgmIFIcATION Ftc no.

FACE L OF 1 Concrete Placeeest QUALITY INSTRdCTION CREINSFECTIQW O cutt t yt-044 EQUEFMENI MARK /TmG 80.

@ DOCUMENTATION RETIElf

[ UllIT 2 O c=o=

vt31FtCAf!03 I

SZJECT DATE 1.

Destga Min. Concrete Batching & Conveying A. Mised Design Cards-51ae-Off

5. Mixed Design Cards-Specified By The Field C. Mized Design Cards-Proportions D. Batch Fleet Scales E. Satch Ticket F. Truck Misere-Revolutione l

C. Truck Discherme Time 2.

Forme Constructies Jetate A. Installettee of Fers ifork

3. Isotallation of Constructies Jointe PRDAaED ST:

gr30TED STs DISCIPLINE ENGE.

DATE LEAD OtSCIFt:NE DIGE.

0AIE Laarssamu ET:

Ap hinu 51:

i L" U E DATE LEAD IN5PECTOR SA;E CPFad17.tA. Revision el j

Attachmant 6.1 QI-044 Rev. 2 h

CHECKLIST (Cont'd)

Coe u cut PsAs ResFossa Trm l

CNCCKLIST a

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rvru uTION DE5C VERIFICATION FEC N0.

Concrete Placement FACE L OF 1 VERIFTCATION A

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ACCEPT REJECT Daft

c. Seteetc Air Ces 4

O. Pour Card St M ff a

3.

Rober. Cadweles.

Waterstepr. aether Belte. Embedded F1ste'i A. Rober-Stae.

Spacing. Concrete Cover & Freper Ynetellation

5. Cadweld/ Lap O

Settees C. Anchorage Length of Dovete D. Anchor Bolte-Type E. Installation of waterstone F. Installation of Embedeent 4 Depositing and Consolidatioe A. Placesset Rate S. Placement Lift C. Placement Technteue D. Placement Crede E. Vthretore Speed F. Vibrator Coeveyine C. Vibrater Penettetton crr nn?.la. Reviston 0 2

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Attechmsnt 6.1 QI-044 Rev. 2

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CHECKLIST (Cont'd) i l

COMANCHE FEAK RESPONSE TEAM CEECELIST POPULAIl0N DESC VERIFICATION FKC 30.

Concrete Flecesent FACE l 0F J 9E11FICAT109 ACCEPT REJECT DATE 5.

Attribute Deleted a

6.

ItwFrocess Concrete Teste A. Air Cemtent

3. Slump C. Concrete Temperature 7.

Curing (s\\

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. ~ A. Curing Requirement e Properly Addressed B. Curing Log initteled and Deted 8.

Compressive Strength Test Results A. Laboratory Cured Cylindere B. Field Cured Cylinders 9.

Inspection Reporte

10. IneFection and Test Fereonnel Certificatios l

9 l

C2?-007. !3. lavision 0 3

Attachmsnt 6.2 QI-044 Rev. 2 Page 1 of 2

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i COMAhCME PEAR STIAM (LECT 8tC STATION INSPECTION REPORT f3 sesrun.

.m emum ContatTEPROCUCTIONINSPECTIonfaavaiuriase.

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3gh INSPECTIOR ATTR!bUTES 3

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cement, aggregates. water and samtstures.

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i C(sumCNE PtAE STIAN ELECTRIC STATION INSPECTION REPORT FOR PULL utA0lMs. Sit SWEET 1 e.

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