ML20215K093
| ML20215K093 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 07/22/1986 |
| From: | Patterson A, Zill R EVALUATION RESEARCH CORP. |
| To: | |
| Shared Package | |
| ML20215J430 | List:
|
| References | |
| QI-044, QI-44, NUDOCS 8610270354 | |
| Download: ML20215K093 (22) | |
Text
,
I UNCONTROLID COPY k
Pags 1 of 6 i
FOR IMF0siinil0N ONLY j
EVALUATION RESEARCH CORPORATION COMANCHE PEAK RESPONSE TEAM QUALITY INSTRUCTION FOR ISSUE-SPECIFIC ACTION PLAN VII.c CO M O.. D CO M CONTROL NO NAC-C6/
PROCEDURE NO.: QI-044 REVISION: 3 ISSUE DATE:
07/22/86 DOCUMENTATION REVIEW OF CONCRETE PLACEMENT O
7 7!84 Prepared by:
M Date:
V V
/
/
l' Approved by:
Date:
Issue Coordinator Approved by:
Date:
7 / 7d
~/
On-Site QA p resentative l
Approved by:
_ d Date:
) $b Q yQC Review Team Ifpadhr
/
8610270354 861010 1
[
QI-044 Rev. 3 s
1.0 PURPOSE This procedure provides the methods and accept / reject criteria for the performance of a documentation review for concrete placement.
r 2.0 APPLICABILITY This procedure applies to the performance of an independent review i
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
i 3.1 QA/QC-RT-922 " Description Memorandum for Document Review of Concrete Placement" used in development of procedure and j
includes specific sources for attributes and exclusions.
3.2 QI-043, " Reinspection of Concrete Placements."
l 3.3 CPP-009, " Performance of Reinspections and Documentation Reviews."
I 4.0 GENERAL 4
l l
Documentation reviews are performed and documented in accordance j
with established CPRT procedures. This procedure establishes the j
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 to perform documentation reviews and to document and process the results.
f 4.1.2 QA/QC Discipline Engineers I
j The QA/QC Discipline Engineers prepare the Quality Instruction delineating documentation review requirements and attributes.
O l
2
QI-044 Rev. 3 f
5.0 INSTRUCTION ks Documentation to be reviewed is located as follows:
Inspection Reports and related laboratory test results are located in the TUGC0 Vault.
Personnel certification records are located in the TUCCO Vault /P.P.R.V.
Using the information below, perform the dccumentation 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 verification 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 O.2 for sample) and the Concrete Placement Summary (see Attachment 6.9 for sample) and the Pour Card (see.5 for sample) or similar documents to verify notation that:
A.
Pour Card was approved and signed by the QC inspector.
NOTE: For the purpose of the checklist the " Mixed Design Cards" is the Pour Card for this attribute.
B.
Mix designated on Concrete Placement Summary corresponds to the six specified by the Field Engineer 4
on the Pour Card. NOTE: For the purpose of the l
checklist the " Mixed Design Cards" is the Concrete l
Placement Susaary for this attribute.
C.
Mix designated on pour card agrees with batch ticket.
NOTE: For the purpose of the checklist the " Mixed Design Cards-Proportions" is the six on the Pour Card for this attribute.
l j
D.
Batch plant scales are in calibration. This attribute i
is acceptable if it is recorded on a daily basis (day i
pour was made) prior to 7/25/77 and after 7/12/78.
Between 7/25/77 and 7/12/78 it is acceptable on a monthly basis (calendar month pour was made).
lO i
QI-044 Rsv. 3 s
5.0 INSTRUCTION (Cont'd)
E.
Batch ticket (see Attachment 6.3 for sample) properly filled out for receipt and add water after delivery.
Verify that when water is added to truck, data shown on.9 does not exceed that allowed on.3.
F.
Truck mixers required to complete 70 revolutions at mixing speed before start of delivery. This item 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 if 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 have been made that:
A.
Form work was installed with consideration for stability, line and grade, tightness of joints and cleanliness.
i I
B.
Proper installation of construction joints, clean and properly wetted.
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.
B.
Cadweld/ lap splices meet design requirements.
C.
Dowels are installed with correct anchorage length.
D.
Anchor bolts are the correct type.
j E.
Waterstops are accurately installed.
F.
Correct embedment has been installed.
4
0I-044 Rzv. 3
('
5.0 INSTRUCTION (Cont'd)
(])
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.
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.
F.
Vibrators not used to convey concrete more than 3 ft.
G.
Vibrators penetrate approximately 4 in. into preceding lift.
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:
A.
Air content is recorded and meets the acceptance criteria shown on the Brown & Root Concrete Design Mix Tabulation located in the TUGC0 vault.
B.
Slump is recorded and meets the acceptance criteria on Brown & Root Concrete Design Mix Tabulation located in the TUGC0 vault.
C.
Concrete temperature is recorded and meets the acceptance criteria shown below:
Cold Weather Placement
- l When the ambient temperature is below 40*F during placement or within 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> thereafter. The concrete temperature at the time of placement is to be not less than 50*F for massive pours (sections greater than 2'-6) and not less than 55'F for all other pours.
5
q-QI-044 Rev. 3 l
1 5.0 INSTRUCTION (Cont'd)
Hot Weather Placement
- 3 When the ambient temperature does not meet the requirement of cold weather placement. The i
concrete temperature is to be 70*F or lesr, for l
massive pours and 90*F or less for all o::her pours.
- NOTE:
Temperature may be obtained from the daily temperature graphs located in the TUGC0 vault.
7.
Curing Review the Daily Curing Verification Repert (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.
4 B.
The Curing Log has been initialed and dated for each curing day.
I
}
8.
Compressive Strength Test Results i
l 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 i
inspection report has been met for both:
A.
Laboratory cured cylinders.
B.
Field cured cylinders.
9.
Inspectica Reports l
Verify that all Inspection Reports addressed in this QI are complete (i.e. all applicable attributes addressed, and the I
reports initialed or signed by the QA/QC inspector), and the correct Pour I.D. number has been* incorporated.
10.
Inspection and Test Personnel Certification Verify that inspection and test personnel were properly certified to perform the inspections and tests as folicws:
The certification was valid at the time of inspection, i.e.
l the date that the inspector initialed / signed must be on or after his certification date and prior to his certification expiration date.
The inspector was certified to the procedure used at the time l
O of signature.
l 6
i
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QI-044 Rev. 3
(N 5.0 INSTRUCTION (Cont'd)
If this attribute is rejected determine if the person that signed as QC inspector was ever certified to the procedure used. If the inspector was ever certified to the procedure record the time period of certification, otherwise state on the deviation report that the l
person was never certified.
NOTES: Inspector's name and required certification shall be recorded on the deviation report when a deviation l
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.
The required certifications are as follows:
Brown & Root Documentation - prior to 7/12/78 g-g Batching and conveying & depositing and consolidation -
O Concrete batching & placing inspector (SP)
Level II Forms, Construction Joints and Rebar, Cadwelds, Waterstops, Anchor Bolts, Embedded Plates -
Concrete pre-placement inspector (SP) Level II Curing - Concrete material technician (CM) Level I R. W. Hunt Documentation - prior to 8/02/78 In process tests - Hunt procedures C1005 (Air content)
C1006 (Slump)
C1012 (Temperature) l Compressive strength tests - Hunt procedure E1001 TUGC0 Documentation - inspection reports after 7/12/78 and test reports after 8/02/78 Batching and conveying - QI-QP-11.0-8 Forms, Construction Joints & Depositing and Consolidation - QI-QP-11.0-3 Rebar, Cadwelds, Waterstops, Anchor Bolts, Embedded Plates - QI-QP-11.0-2 7
QI-044 Rev. 3 4
5.0 INSTRUCTION (Cont'd)
In-Process Tests - QI-QP-11.1-10 QI-QP-11.1-11 QI-QP-11.1-12 QI-QP-11.1-15
- Curing - QI-QP-11.0-4 QI-QP-11.0-11 Compressive Strength Tests - QI-QP-11.1-41
- For curing between 7/12/78 and 11/22/78 required certification is only QI-QP-11.0-4 (summer curing). After 11/22/78 -
QI-QP-11.0-11 (cold weather curing) is required in addition to QI-QP-11.0-4.
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 6.8 Curing Verification Report 6.9 Concrete Placement Summary O
8
A Attachmsnt 6.1 QI-044 Rev. 3 Page 1 of 3 CHECKLIST COMANCEE FEAR RESPONSE TRAN CBSCEList rvro w wu suas v5RITICATIos pas se.
FACE 1 0F 1 Cenerose Placesset QUALITT imasam.UON C881NSftCT10' O u"tf t Q1-044 ulu6r-.. MAaE/ TAG NO.
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CostANCEE PEAR RESPONSE TRAN CNBCEL1ST FUPULATICII DESC Vtt1FICAT108 754 30.
Cenerate Fleseeest FACE 1,,OF,,,],,
VttlFICATICE I'MAEEE ANI ACCEPT StJECT Daft C. Seteele Air Ces
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taber. Cadwelde.
Watersteps. Ascher Belte. Robedded Plate. >
A. Rober-Stee.
Species. Ceeerste Cover & Freper instellettes S. Cadweld/1ap 1sttees C. Anchorese Leesth ef newete 1
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Attachm2nt 6.1 QI-044 Rev. 3 CHECKLIST (Cont'd)
O COMANCRE FEAR USF0W5E TEAN CMCEZ,IST PCF M ILOW OESC fERITICATIou TEG 110.
FACE ],OF J Concrete Placenest rERITICATICW N
ACCDT uJECT DATE 5.
Attribute Deleted 6.
Is-Process Csecrete Teste A. Air Contest
- 3. Slees C. Caecrete faseerature p
7.
Curies
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A. Curing Ragstrement e Freeerly Addressed
- 3. Curing 143 Initteled and Dettd f
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Ceepressive Strength Test Roselte t
A. Leberatory Cered id,.
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- 5. Field Cured Cylindere 9.
tesseettee seeeres
- 10. 1eepeettee eed Test Pereouset Certificettes
. CO?-407.L1. levtston 0
Attechm:nt 6.2 QI-044 Rev. 3 Page 1 of 2 a
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