ML20199E632

Population Items List, Concrete Placement

ML20199E632
Person / Time
Site:	Comanche Peak
Issue date:	09/06/1985
From:	Brown R, Kovensky F, Patterson A NRC - COMANCHE PEAK PROJECT (TECHNICAL REVIEW TEAM)
To:
Shared Package
ML20199D912	List: ML20199D907 ML20199D928 ML20199D956 ML20199D983 ML20199D994 ML20199E006 ML20199E012 ML20199E027 ML20199E033 ML20199E048 ML20199E053 ML20199E076 ML20199E102 ML20199E110 ML20199E114 ML20199E130 ML20199E142 ML20199E151 ML20199E163 ML20199E175 ML20199E181 ML20199E187 ML20199E196 ML20199E201 ML20199E216 ML20199E232 ML20199E240 ML20199E249 ML20199E268 ML20199E282 ML20199E295 ML20199E303 ML20199E321 ML20199E325 ML20199E331 ML20199E349 ML20199E358 ML20199E361 ML20199E383 ML20199E389 ML20199E394 ML20199E405 ML20199E412 ML20199E430 ML20199E435 ML20199E529 ML20199E538 ML20199E554 ML20199E560 ML20199E573 ... further results
References
FOIA-86-36 NUDOCS 8606230342
Download: ML20199E632 (9)

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CCMANCHE PEAK RESPONSE TEAM i

j POPCI.ATION ITEMS LIST

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Page 1 of 1 i

i POPULATION NAME: Concrete Placement PRE?ARED 3Y:

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DATE:

September 5, 1985 RESPpSI3LE QA/QC SUPPORT ENGINEER i

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POPULATIONS LIST SOURCE:

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The source is a list generated by Brown and Root from concrete pour cards. The list is in the form of a computer printout.

I BASIS FOR ACCEPTING THE LIST:

The population list items includes all safety-related concrete pours in Unit 1, 2 and areas common to both units.

The pour list provided by Brown and Root represents a log used to record concrete placed. This log,kept by Brown & Root,was generated from individual concrete Pour Cards, which were required to be signed by Construction and QC before each individual concrete placement, includes the pour designated number, date poured, and description of area poured.

A separate check was done by compiling 20 arbitrarily chosen pour numbers assigned in the Brown & Root Lift (concrete placement) Drawings against the pourt card file kept at the TUCCO Vault, and verifying that the information matches the pour list.

In addition the pour list was reviewed against an arbitrary selection of four Inspection Report Logs, to determine agreement with pour designated numbers provided by the pour list. -These independent checks i

indicated, in all cases, agreement with the pour list.

t To assure accuracy and completeness, the pour list was reviewed to confirm that pour dates covered all periods with no apparent gap.

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BASIS FOR ACCEPTING ANY ADDITIONAL ITEMS:

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PDR FOIA GARDE 86-36 PDR tr A

APPROVED BY:

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QA/QC REINSPECTION ENGINEERING SUPERVISOR l'

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QA/QC-RT-487 s

DESCRIPTION MEMORANDUM FOR

• REINSPECTION OF l

POPULATION: CONCRETE PLACEMENTS j

CODE: CONC 0

PROCEDURE: QI-43, REV 0

• Corrected 9/20/85 i

September 07, 1985 TO:

A.A. Patterson, QA/QC Reinspection Engineering Supervisor FROM:

R.H. Brown, QA/QC Lead Structural Engineer The checklist and inspection procedure was developed using the following documents:

1.

Gibbs & Hill Specification 2323-SS-9, Revisions, dated February 16, 1979, " Concrete".

2.

Gibbs & Hill Specification 2323-SS-30, Revision 1, dated February 10, 1984, " Structural Embedments".

3.

TUGC0 Engineering Instruction QI-QP-11.0-2, Rev 4 dated September 11, 1984 " Reinforcing Steel, Miscellaneous Steel and Embedded Items Placement Inspection".

4.

TUGC0 Engineering Instruction QI-QP-11.0-3, Rev 6 dated April 22, 1985 " Concrete Mortar Placement Inspection".

l 5.

TUCCO Engineering Instruction QI-QP - 11.0-5, Rev 4 dated February 11, 1985 " Inspection of Concrete Repair".

The specific sources for attributes which are included are shown in Attachment "A".

Those attributes which were considered, but subsequently excluded and reasons for exclusion are contained in Attachment "B".

Attributes for which alternate accept / reject criteria has been developed i

are listed in Attachment "C".

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Prepared :

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QA/QC Discipline Engineer' l

Approved :

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Approved :

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QA/QC Engineering Supervisor

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ATTACHMENT A CONCRETE PLACEMENTS f

I LIST OF SOURCE DOCUMENTS FOR EACH ATTRIBUTE f

1.

Location f

G&H Design Drawings applicable to verification package.

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C4H Spec. 2323-S5-9, Rev. 5 2.

Size G&H Design Drawings C&H Spec. 2323-SS-9, Rev. 5 3.

Surface Inspection TUCCO QI-QP-11.0-5 Rev. 4, Sec 2.2.1 4.

Cored Holes t

C&R Design Drawings 5.

Cracks l

(See Attachment C, Item # 5) 6.

Fatches (See Attachment C, Item # 6) 7.

Anchor Bolts i

G&H Design Drawings G6H Spec 2323-SS-9 Rev 5 a

8.

Embedded plates and Structural Shapea G&R Design Drawings 3

C&H Spec. 2323-SS-30 Rev i l

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ATTACIIM.FNT B EXCLUDED ATTRIBUTES The following attributes were considered for inclusion in the checklist, but were subsequently excluded for the reason presented.

1.

Variation from Pluab.

It is not considered to be a safety significant ites.

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Embeddaent Location. The location of an embeddaent is important to the attachment of the component being supported (e.g., liVAC duct j

supports, etc.).

And as such its relationship is included as part 1

of the component attribute.

It is not a safety significant item

.i affecting concrete.

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ALTERNATE ACCEPT / REJECT CRITERIA 1.

Location. Tolerances relating to member location have been increased from those required by G&H Spec. 2323-SS-9 which in paragraph 8.4a invokes the construction forework tolerances of ACI 301-72. The reason for the increased tolerances is that the specification tolerances are used to control construction whereas those contained in the checklist instructions, although larger, are less than those which are considered to be safety significant.

2.

Size. G&R Spec. 2223-S5-9, paragraph 8.4a refers to ACI 301-72 for construction forework tolerances. The safety significant tolerances contained in the checklist instructions are taken from AC1 318-71, paragraph 7.3.2.1.

The introduction to ACI 301-72 states, in part, "It is intended that these specifications be compatible and consistent with, but not necessarily identical to, those of...ACI 318-71.

(ACI 318-71) sets minimum standards necessary to protect the public. Higher standards may be set by these specifications to assure the owner of the level of aesthetic quality and performance he expects the structure to provide."

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3.

Surface Inspection. There is no definition given in either the C&H or ACI Specifications for honeycombing and voids. The definitions contained in the checklist instruction are given as a means of defining a condition within the safety significant threshold, and agrees with QI-QP-11.05, Inspection of Concrete Repairs, 4.

Embedded plate mark numbers are being reinspected to provide assurance beyond the documentation review that the correct (place configuration and thickness, stud number and size) plate has been installed.

5.

Cracks. No acceptance criteria has been indicated beca se none exist by code on practice.

6.

Patches. There is no acceptance criteria given by codes or y

specifications. The procedure provided in the checklist is based on standard practice.

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QA/QC-RT-522 1

DESCRIPTION MEMORANDUM FOR I

DOCUMENTATION REVIEW OF i

POPULATION: LARGE BORE PIPE SUPPORTS - RIGID I

CODE: LBSR j

PROCEDURE: QI-028, REV. O

!j September 13, 1985 TO:

A. Patterson 4

1 FROM:

R.H. Brown j

Attached is a copy of the referenced QI for your revie'w and approval. The check i

list was developed using the following documents:

1.

Gibbs and Hill Specitication 2323-MS-46A, Rev. 6, " Nuclear Safety Class Pipe Hangers and Supports."

i 2.

~ Gibbs and Hill Specification 2323-MS-100, Rev. 8. " Piping Erection."

3.

Gibbs and Hill Specification 2323-SS-30, Rev.1, " Structural Embedments" l

4.

Brown and Root Construction Procedure CP-CPM-7.3, Rev.0, " General Fabrication Procedure."

5.

Brown and Root Construction Procedure CP-CPM-7.3B, Rev.0, " Fabrication of j

ASME Component Supports."

6.

Brown and Root Construction Procedure CP-CPM-7.3D, Rev.0, " Welding and Related Processes."

j 7.

Brown and Root Construction Procedure CP-CPM-9.10, Rev. 14, " Component Support Installation."

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8.

Brown and Root Construction Procedure CP-CPM-9.10A, Rev. 10. " Installation of Vendor Supplied Component Support Catalog Items."

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Brown and Root Construction Procedure CEI-20 Rev.9, " Installation of Hilti Drilled Bolts."

10.

TUCCO Instruction QI-QP-11.2-1, Rev. 18, " Installation of Hilti Drilled Bolts."

11.

Brown and Root Quality Instruction QI-QAP-11.1-28 Rev.31, " Fabrication and Installation Inspection."

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12. ASME Section III, Subsection NB, NC, ND and NF, 1974 Edition with applied addenda through DCA's.

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,e QA/QC-RT-522 Page 2 13.

Brown and Root Construction Procedure CP-CPM-13.1, Rev. 8. " General i

Calibration Procedure."

The specific sources for attributes, which are included, are shown in Attachment "A".

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There were no attributes which were excluded or for which there is alternate j

accept / reject criteria.

Prepared by' QA/QC Discipline Engineer Approved by:

.acsW QA/TC Lead Discipline Engineer AlW A Sten.

QA/QC Engineering Supervisor I

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1 ATTACHMENT "A" l

LARGE BORE PIPE SUPPORTS - RIGID-POPULATION LIST OF SOURCE DOCUMENTS FOR EACH ATTRIBUTE s1 l

Attribute Source

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1. Suppori: Package B&R QI-QAP-11.1-28. Rev. 31, Para 3.1.2.2

2. Drawing Revision BAR QI-QAP-11.1-28 Rev. 31. Para.2.4

3. Support Package Review B&R QI-QAP-11.1-28 Rev. 31. Para 3.1.1.3 i

4. Inspector Certification ASME Section III, Para. NB-5111 & NF-5111 i

1974 Edition with applied addenda through DCA's j

.B&R QI-QAP-2.01, Rev.11 " Personnel training and qualification" 4

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5. Heat Numbers B&R QI-QAP-11.1-28. Rev. 31, Para.3.2.1.4

6. Welding A. Procedure Application ASME Section III, 1974 ED. w/ applied addenda through DCA's Para.NB-4321 & NF-4321

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B. Weld Metal Traceability ASME Section III, 1974 ED. w/ applied addenda through DCA's Para.NB-2400 & NF-2400 C. Walder Qualifications ASME Section III, 1974 ED. w/ applied addenda j

through DCA's Para.NB-4321, NB-4322. NF-4321 and NF-4322.

D. Procedure ASME Section III, 1974 ED. w/ applied addenda Qualifications through DCA's Para.NB-4321 & NF-4321 E. Impact Tests ASME Section III, 1974 ED. w/spplied addenda through DCA's Para.NB-2311 & NF-2311 F. Heat Treatment ASME Section III, 1974 ED. w/ applied addenda through DCA's Para.NB-4622 & NF-4622 G. Hold Points B&R QI-QAP-11.1-28, Rev. 31 1

7. Concrete Expansion Anchors A. Hilti Bolt Torque B&R Procedure CEI-20, Rev.9 " Installation of Hilti Bolts" y

B. Bolt Spacing B&R Procedure CEI-20, Rev.9 " Installation of c

Hilti Bolts"

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C. Rework B&R Procedure CEI-20 Rev.9 " Installation of j

Hilti Bolts" g

D. Hole Drilling B&R Procedure CEI-20, Rev.9 " Installation of n

Hilti Bolts" E. Setting B&R Procedure CEI-20, Rev.9 " Installation of Hilti Bolts" r

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8. NDE Documentatice B&R QI-QAP-11.1-28, Rev. 31

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9. Torque B&R CP-CPM-9.10, Rev. 14 B&R QI-QAP-11.1-28. Rev. 31

• Attribute may be delineated in several source documents, but only one source s

may be listed.

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..4/QC-RT-535 l

CATE: 9/17/85 3

l T3: C. Hale, T. Tyler, D. Snow, C. ficelhman, J. Honekamp (3) k FRCM: QA/QC Review Team-y Rec.ords Management

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IUGJ: Occume..t Transmittal

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The following documents are attached:

s j

Population Items List Small Bore Piping & Instrument Tubing / Piping tields/ Material Approval Date: 9/13/85

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Attachment notincluded - Available in Records Management (WEC-C-WE-REPORT) 4 i

LI If you have any cuestions recarding this transmit al, please call extensien 331.

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C.fl. Thompson / ' '/~

i Records Manage 6.ent i,

QA/QC Review Team Attachments cc:

ERC File Distribution J.L. Hansel V. Hoffman B. Shair T. Lanza K. LeBlanc h

J.D. Christensen A. Patterson A. Burke A. Lew R. Carle P,

J. Brand W. Baily J. Adam (4)

- A-Tewfik D. Alexander J. Schauf R. Brown.

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