ML20137F450
| ML20137F450 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 06/01/1975 |
| From: | ROBERT W. HUNT CO. |
| To: | |
| Shared Package | |
| ML17198A292 | List:
|
| References | |
| FOIA-85-59 513, NUDOCS 8512020035 | |
| Download: ML20137F450 (28) | |
Text
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t-Revision:
2 Date:
6/1/75 g
Page:
1 of 20 h
ROBERT W.
HUNT COMPANY Inspection & Testing Procedural Manual for Comanche Peak Steam Electric Station Glen Rose, Texas Hunt Project No. 513 513.1 SCOPE This manual establishes the Comanche Peak jobsite procedures for concrete examination and testing by Robert W. Hunt Company.
513.2 GENERAL In addition to the procedures and standards outlined herein, all procedures of Robert W. Hunt Company Nuclear Quality Assurance Manual (NQA) as. approved by the client for the project are applicable.
513.3 REVISIONS Except for.the procedures contained in Appendix C, revisions to this manual shall be made as outlined in NQA 3.3 except that individual pages of this manual may be revised without revising he entire manual.
A page revision summary shcet (secon f
sheet this manual) will be used to record any rev No revision shall be made if it weakens or n
et specifications.
All revisions must be ap-rtiv.
e constructor before becoming effective.
1 ge of the procedures contained in Appendix C
% may be revis d without revising the entire individual 513.
'CEpie of this manual and revisions shall be controlled as u
ined in NQA 3.3.3.
i 513.5 HUNT PROCEDURES All referenced Hunt Procedures are part of this project
- manual, A list of applicable Hunt Procedures is contained in Appendix C.
8512020o35 851106 i
bDE 59 PDR R O B ER T W.
HUNT C o M P A N Y, a N e tM E E R S
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m Revision:
7
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Date: '2/76 Page 2 of 20 5
13.6 REFERENCES
i 513.6.1 CODES & STANDARDS The following codes and standards additions apply to work performing on this project:
a)
Federal Register 10CFR50 Appendix B b)
ASME proposed Section III, Division 2, April 1973 d)
ASTM Volume 9, November 1973 e)
ASTM Volume 10, November 1973 f)
ASTM Volume 4, April 1973 g)
ASTM Volume 11, April 1973 l
513.6.2 Portions of the following' documents as referenced in this manual, apply to this manual:
Robert W.
Hunt Company Policy & Procedure Handbook (PPH)
Robert W.
Hunt Company Nuclear Quality Assurance Manual l#]
(NOA)
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Robe'rt W.
Hunt Company Skills Training / Certification Manual (STCM) 513.6.3 BROWN & ROOT PROCEDURES The following Brown & Root Procedures apply to this manual:
a)
Brown & Root, CP-QCP-2.3, Surveillance of Concrete Mat'l Testing & Batch Plant Inspection b)
Brown & Root ~, CP-QCP-2.7, Cadwelding Rebar Inspection
&_ Testing c)
Br 0 Root, CP-QCP-2.4, Concrete Inspection & Testing d) ow
& Root, CP-QCP-2.5, Surveillance of Pneumatically ce Concrete n
oct, CP-QCP-8.3, Inspection of Radial Shear 1 'ng.
513.7 L
f3 t,qonc te personnel performing work for this project 4
6 W
ified in accordance with Hunt Skills Training I,
pbrti on Manual (STCM) Section 5.2, which is contained in App ix A of this manual.
-m 513.8 CO ' RETE MATERIAL TESTING Y
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R O B ER T W. HUNT COMPANY. E w eiN E E R S
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I M i.sion: 17 l u t e-12-lii-7(i l' age:
3 of 20 513. H.1 C l:M MNT
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V a)
Qualifh aiion testing of the cement in accordance with methods and criteria listed under acceptance testing in Table I shall be per-formed and approved by the constructor before the cement is used on the project site, f
b)I In process testing of the cement shall be performed using methods, frequencies and acceptance criteria listed under Q.C. testing in Table 1, which is n compliance with constructor's Q. G. procedure.
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c)
A new series of qualification tests shall be performed if cement brand, source, or type is changed during construction. This series of tests must be performed and approved by he constructor prior to using the new be and, source or type of cement.
513. 8. 2 AGGREGATE FOR REGULAR WEIGHT CONCRETE a)
Qualification testing of the aggregate in accor dance with methods -
and criteria listed under acceptance testing in Table 2 shall be performed and approved by the constructor before the aggregate is used on the jobsite.
b) In process testing of the aggregate shall be performed using methods,
,i
)
frequencies and accpetance criteria listed under-Q.C. testing in Table 2, which is in compliance with the constructor's Q. C.
procedure.
c) A new series of qualification tests shall be performed if aggregate, source, or type is changed during construction. This series of tests must be performed and approved by the constructor prior to using the new source or type of aggregate.
513. 8. 2.1 AGGREGATES FOR HIGH DENSITT CONCRETE a) Qualification testing of the aggregate shall be accomplished in ace dance with ASTM C637-73 and methods referanced in Table 2A.
cep mce criteria shall be as specified in Table 2A. Testing shall fo med and the results shall be approved by the constructor
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aggregate is used on the jobsite.
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,.dik ce tes 'ng of the aggregate shall he performed using methods, Y}g(, ~
g encies an eceptance criteria listed under Q. C. testing in 2p,w ch is in compliance with the const ructor's Q. C.
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) An series of qualification tests shall be performed if aggregate, l
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rce or type is changed during construction. This series of tests must be performed and approved by the constructor prior to using the i
new source or type of aggregate.
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lievision: 17 I n t e:
12-16-76 l 'a g e:
- n of 20
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513.8.3.
Alls WATElt a) Qualification testing of mix water in accordance with methods and criteria listed under acceptance testing in Table 3 shall he performed and approved by the constructor before the mix watr r is used on the
- project site.
i b) In process testing of the mix water shall be performed using methods, irequencies and acceptance criteria listed under Q. C. 3 esting in Table t
3, which is in compliance with the const ructor's Q. C. procedures.
c) A new series of qualification tests shal! be performed if the mix water source is changed during construction.
This series of tests must be performed and approved prior to usin;: the new source of water.
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Revision:
2 Date:
6/1/75 Page:
4 of 20 f3 513.8.4 CHEMICAL ADMIXTURES O
a)
Qualification testing of the admixtures in ac00Lr-ance with methods and criteria listed under accept-ance testing in Table 4 shall be performed and ap-proved by the constructor.before the admixtures are used on the project site, b)
In process testing of the admixtures shall be performed using methods, frequencies and acceptance criteria listed under Q.C. testing, Table 4, which is in compli-ance with.the constructor's Q.C. procedures.
c)
A new series of qualification tests shall be performed if admixture brand, formulation, or type is changed during construction.
This series of tests must be performed and approved by the constructor prior to using the new brand, formulation or type of the ad-mixture.
513.9 CONCRETE TESTING AND CONTROL 513.9.1 MIX PROPORTIONS Concrete mix proportions shall be determined by a Hunt Level III Concrete Examiner.
Proportions shall be deter-
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~ ined in accordance with Hunt Procedure E1027.
m Each mix design reported to Brown & Root shall be uniquely identified with the following designations, a)
A Comanche Peak Mix Number beginning with the prefix HCP and ending with a number.
The numbers shall be assigned consecutively.
Example:
HCP 1 (The first Comanche Peak Mix by Hunt)
HCP 2 (The second Comanche Peak Mix by Hunt)
HCP 36 (The 36th Comanche Peak Mix by Hunt)
A ecification mix designation number of description.
/g xa SS-9-A (G & H specification SS-9 Class A concrete)
S
-Shotcrete (Squaw Creek Shotcrete mix) k sion number designating the revision of the 4
icular mix.
Ex ple using all of the above numbers:
Mix Number HCP 3-2 SS-9-B ROBERT W.
HUNT COMPANY, E M O IN E E R S f
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Revision:
2 Date:
6/1/75 Pcge:
5 of 20 b( )
This is the second revision of the third mix proportioned by Hunt for the project.
The mix is proportioned to comply with Gibbs & Hill specification SS-9 Class B concrete.
d)
Abbreviations used for mix designations are as follows:
1)
SS-9, Gibbs & Hill Specification 2323-SS-9, Concrete 2)
SSI, Freese & Nichols Specification FNSSI-1, Safe Shutdown Impoundment 3)
SQC, Freese & Nichol'as Squaw Creek Specification 4)
SS-19, Gibbs & Hill Specification 2323-SS-19, Tunnel Construction 5)
HCP, Mix number prefix meaning, " Hunt Comanche Peak" e)
Mix proportioning reports are to be submitted to the Brown &~ Root Project QA Manager, The reports are to be in letter form similar to Exhibit No. 1 in Appendix'I.
f)
Required tests for mit. designs:
- ('s The propeEties shown.in Table 5 shall be investigated for
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the applicable mixes in accordance with referenced Hunt Procedures.
- 513.9.2 CONCRETE IN PROCESS TESTING a)
Acceptance concrete temperature measurements (Hunt Procedure C1012) shall be made as follows:
1)
All acceptance concrete temperature measure-ments shall be made at the location of concrete discharge into the forms.
2)
One acceptance temperature test shall be made for each set of strength tests from the same batch for strength tests.
/
)
The temperature of the first batch of each mix hall be measured each day.
The in rocess tests to be performed during the course 0
of co truction for concrete design mixes are contained
'n ble 6.
Acceptance tests for concrete slump, air tent, unit weight / yield and' compression test speci-ens are prepared from concrete sampled in accofdance with ASTM C 172-71 (Hunt C1004) at the point of discharge
/'D defined as the point at which the concrete leaves the
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last piece of mixing or agitating equipment prior to being discharged to conveying equipment systems.
R O B ER T W. M U N T C O M P A N Y s N S IN E E R S 3
Revision:
2 Date:
6/1/75 Page 6 of 20 c)
Concrete samples for unit weight and compression
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(_,T test cylinders will be transported to the Hunt
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site laboratory for te.cting and/or sample prepara-tion.
d)
Communication between the test lab and batch plant will be maintained to report results of slump,' air content, and temperature tests.
Water added after it is in the mix truck is done in the presence of a R.W. Hunt test lab representative.
Water added can't exceed the H O cement ratio and water meters 2
must be calibrated.
The test lab representative will verify this and sign or initial the delivery ticket.
After water addition, an additional 30 revolutions will be turned before resampling or placing.
e)
Whenever tests are made, the results shall be compared with the mix requirements shown on the Concrete Design Mix Number List and in Table 5, and the concrete represented by the tests shall be accepted or rejected as follows:
1)
Concrete shall be accepted if all fresh concrete tests, slump, air, unit weight, temperature are within the limits shown on the Concrete Number Mix List.-
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'2) ls-)
Concrete shall be rejected and not placed in a structure if any of the below:
i)
Percentage air is less than the minimum specification limit.
ii)
Percentage air is more than the maximum specification limit.
iii)
Slump is more than the specification limit iv)
Temperature is above the upper specification limit v)
Temperature is below the lower specification limit f)
Q.C. Tests of Hardened Concrete 1
All standard cured strength specimens shall be tested in accordance with Hunt Procedures E1001.
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Al field cured strength specimens shall be tested a cordance with Hunt Procedure E1040.
O Cyli ers designated as " Spare" shall be marked and cu d as 28-day standard cylinders but shall not be sted unless specifically instructed by Brown &
oot.
Untested spare cylinders shall be scrapped.
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R O B ER T W.
MUNT C O M P A N Y, s N elN S E R S
Revision:
25 Date:
10-5-77
^
Page:
7 of 20 g) Reports Field test data (slump, air. temp., etc.) shall be reported daily on Form HCP-10.
Strength test shall be reported on Form liCP-E1001.
513.9.3 TESTIflG CONCRETE RElilFORCIllG BARS (Test only. performed when specifically requested by Brown & Root)
Concrete Reinforcing Bars shall be tested in accordance with Hunt Procedures U1069 and reported on Form HCP-U1069 by an inspector with certification of Level I or higher.
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513.9.4 TESTIllG MECHAtlICAL REINFORCING BAR SPLICES Mechanical reinforcing splices shall be tested and reported in accordance with Hunt Procedure U1091, by an inspector with certification of Level I or higher.
513.10
-CALIBRATION a) Test equipment shall be calibrated using methods and at frequencies listed in Table 7.
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b) Calibration reco.rds shall be in accordance with NQA 7.1, 7.2.
c) Calibration of tools and equipment can be performed by the level of inspector who performed the tests that the-equipment is used for unless a higher level of certification of exper-ience is delineated elsewhere in our program.
513.11 STORAGE & HANDLING OF DOCUMENTS PRIOR'TO SUBMITTAL OR NOT FOR SUBMITTAL TO BROWN & ROOT a) All site documents for which there are not copies filed in a separate remote location, must be stored-in a fire resistant catinet. The cabinet must have a one hour minimum rating.
b) Specific items requiring fire resistance storage, and the specific items requiring fire resistance storage and the ecific method for handling these items are described below:
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M O S ER T W. HUNT COMPANY. s N o rm s s n s
Revision:
2 Date:
6/1/75 Page:
8 of 20 0
4 1.
Cylinder Data Cards for concrete cylinders in storage.
While cylinders are being cured, their corre-sponding Cylinder Data Cards shall be filed in a plain metal storage. box and they shall be filed according to their date of test.
The' metal box containing the cards shall be stored in the fire resistant cabinet, except when it must be used for filing, etc.
When test cylinders are to be tested, their corresponding data cards shall be transferred from the main file box to a temporary metal container.
The main file box shall be returned to the fire resistant cabinet.
The temporary box with the necessary data cards are for use in recording casults during testing.
After cylinder test results for a particular data card have been reported, the data card is not required to be filed in the fire resistant cabinet.
2)
Worksheets for materials tests, etc.
Worksheets for tests being performed (not blank worksheets)- shall be stored in the fire resistant cabinet except for the actual times that it.is necessary to have the sheets in the lab for data recording.
While the sheets are in the lab, they shall be kept in folders or binders.
No loose papers are allowed in the laboratory.
After the test results for a worksheet have been transmitted to Brown & Root, the Hunt copies may be stored in regular (not 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> fire rated) cabinets.
3)
Calibration record, cards shall be stored in the fire resistant cabinet.
4 4)
All other inspection & test reports not specifical-ly mentioned above shall be stored in the fire.re-sistant cabinet until or unless duplicate copies are stored in at least one separate remote location.
5)
Records shall not be stored loosely.
They shall be O/
firmly attached in binders or placed in folders or envelopes for storage on shelving in containers.
i Steel file cabinets are preferred.
j R O B ER T W. HUNT C O M P A N Y, E N SIN E E R S
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.513.12 REPORTS
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V a) The distribution of all Hunt Test Reports shall be as follows:
Original:
P.L. Bussolini Project Quality Assurance Manager Brown & Root, Inc.
Post Office Box 1001 Glen Rose, Texas 76043 Copy:
Hunt Project Files (site issued & Chicago issued reports)
Copy:
Hunt Chicago Files (Chicago issued reports only) b) Each Hunt issued report shall contain the following minimum information:
- 1) Hunt File. Number.
- 2) Hunt Order Number
- 3) Hunt Report. Number
- 4) Hunt Project Number
- 5) The following heading:
Texas Utilities Services, Inc.
Comanche Peak Steam Electric Station O
1980-1982. Units 1 & 2 V
B & R Subcontract No. 35-1195-0225 c) Hunt reports shall contain the following additional information as applicable to test or inspection made:
Materials Source Material Description Date Sampled Date Tested Date Reported
' Quantities represented by report Compliance or Non-compliance with specifications d) ' Test results shall be reported on the forms listed in Table 8, Appendix B or on forms which accompany procedures.
Re rts submitted to Brown & Root must be accompanied by the a r riate transmittal form listed in Table 8 and illustrated e,
pp dix B.
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R O B ER T W. HUNT COMPANY, twoimeens y.
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=mm
llevision:
10 Date:
5'5/76 Page:
10 of 20 f)
Record retention times (in accordance with ANSI N45. 3. 9 Draft 11 Rev. 0) shall be stated on Hunt transmittal forms to assist Brown & Root, and Texas Utilities Service maintain their Quality Assurance Records.
Required record' retention times are listed in Table 8.
g) Hunt is not required to retain its record copies (after submittal of reports, etc. to Brown & Root) in accordance with the retention time requirements of ANSI N45. 2. 9 Draft 11 Rev. O h) Hunt will retain its project files until the time of Hunt's project demobilization.
513.13 DISCOVERED NON-CONFORMITIES Whenever, during testing or inspection, Hunt discovers a non-compliance with project requirements, the non-compliance shall immediately be reported first verbally and immediately thereafter in report form directly to the Brown & Root Project Q. A. Manager or his designated representative.
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R O B ER T W. HUNT COMPANY. t N SIN E E R S
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TABLE 1 Revision:
2 Date:
6/1/75 Page:
11 cf 20 O()
CEMENT TESTING HUNT ASTM ACCEPTANCE Q.C. TESTING PERSONNEL PROCE-REFE R-TESTING SPEC.
QUALIFICA-ITEM DURE ENCE SPEC. LIMITS FREQUENCY LIMITS TION SiO U 1041 C 114 21.0% Min.
NR NR L-2 2
Al 0 U 1042 C 114 6.0% Max.
NR NR L-2 23 Fe 0
.0% Max.
NR NR L-2 23 MgO U 1044 C 114 5.0% Max.
NR NR L-2 SO U 1045 C 114 3.0% Max.
NR NR L-2 3
3Ca0 Al 0 U 1048 C 114 8% Max.
NR NR L-2 23 Loss on Ignition U 1046 C 114 3.0% Max.
NR NR L-2 Insol.
Residue U 1047 C 114 0.75% Max.
NR NR L-2 Air Content E 1050 C 185 12% Max.
NR NR L-2 Blaine Fine-
/) ness E 1051 C 204 2800cm /gm Min.
NR NR L-2
&J Soundness E 1029 C 151
- 0. 89% Max.
NR NR L-2 3-day Comp.
Str.
E 1028 C 109 1000 psi Min.
1000 L-2 psi min.
7-day Comp.
Str.
E 1028 C 109 1700 psi Min.
1700 L-2 28-day Comp.
Psi min.
Str.-
E 1028 C 109 2800 psi Min.
NR NR L2 Vicat E 1030 C 191 Initial 45 min. Min. NR NR L-2 Final 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> Max.
7-day Feat U 1049 186 70 cal /gm Max.
NR NR L-2 of Hydration 28-day Heat U 1
80 cal /gm Max.
NR NR L-2 of Hydration S:
N
- No$ required Eadh 6000 bbl. and an additional test for
.e 4
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qF:g/ement stored longer than 4 months o)
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R O B ER T W.
H U N T C O M P A N Y, E N G IN E E R S
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T'ARLE 2 Revision: 25 Date: 10-5-77 Page:
12 of 20 REGULAR HEIGHT AGGREGATE TESTING
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/x,) Fine Agcreqate HUNT ASTM ACCEPTANCE Q. C. TESTIrlG PERS0tlNEL PROCE-REFER-TESTING SPEC.
QUALIFICA-ITEf1 DURE EilCE SPEC. LIi11TS FREQUENCY LIMITS TION Gradation E 1019 C 136 See ASTil C Daily A
L-1 74 3.1 S 3.2**
B Unit Wt.
E 1011 C 29 R
Monthly A
L-1 Sp. Grav-ity E 1018 C 128 R
.ionthly A
L-1 Organic E 1020 C 40 flot darker Daily B'
L-1 Imputi-than color ties plate #3
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Friable E 1022 C 142 3.0% Max.
Monthly B
L-1 Particles Sub. 200 E 1023 C 117 3.0% Max.
Daily B
L-1 Coal S Lignite E 1024 C 123 0.5% Max.
Monthly B
L-1 o
((JN'j Mortar Strength E 1031 C 87 95% Min.
HR NR L-2 Soundness (Sod. Sul)
E 1025 C 88 10% Loss. Max. 4000 tons B
L-2 Reactivity E 1033 C 277
.05% 3 mths.
NR NR L-2
.10% 6 mths.
Reactivity E 1032 C 289 See C33-A1.1.2 4000 tons B
L-2 Reactivity E 1052 C 342
.2% in one NR NR
. L-2 year Moisture Content-E 1 53 C 566 NR Daily #
R L-1 Petro-graphic C 295 R
flR NR Chlori lif.
R Monthly R
L-2 4
A r TES S EXPLANATI0flS hme Assopfates ined} des)ign is adjusted as permitted by ASTM C33 and the require 45dulus shall not vary by more than 0.20 from the original sampl,e le e
(6)B reng e maintained.
as acc tance test requirements R
Te + requ' ed, but no limit requirements NR Not ired A
If th se properties vary from figures used for selecting mix proportions, the Level III concrete examiner shall be notified Also as weekly check of batch plar.f s.isture meter
Coarse ' Aggregate Revision:
25 Da te:
10-5-77 Page 13 of 20 TABLE 2 (continued)
HUNT ASTM ACCEPTANCE Q. C. TESI!lG PERSOUNEL PROCE-REFER-TESTIliG SPEC.
QUALIFICA-ITEM DURE ENCE SPEC. LIMIT 3 FRE0VENG LIMITS TION Gradation E 1019 C 136 C-33 Table 2 Daily
- B L-1 Unit Wt.
E 1011 C 29 Monthly A
L-1 Sp. Gravity E 1017 C 127 Monthly A
L-1 Friable Particles E 1022 C 142 5.0 Max.
Monthly B
L-1 Sub. 200 E 1023 C 117 1.0% Max.#
Daily B.
L-1 Coal S Lignite E 1024 C 123 0.5% Max.
Monthly B
L-1 Soundness (Sod. Sul.)
E 1025 C 88 12% Max. Loss 4000 tons B L-2 L.A. Abra-sion E 1021 C 131 50% Max. Loss 4000 tons B L-1 Flat &
CRD 15% Max. Flat
; Elongation E 1054
.C 119
& Elongated 4000 tons B L-1 v
Chert E 1024 C 123 5.0% Max.
Monthly B
L-1 Soft E 1026 C 235 5.0% Max Monthly B
L-1 Reactivity E 1033 C 227
.05% 3 mths.
MR NR L-2
.10% 6 mths.
Reactivity E 1032 C 289 C-33-Al.l.2 4000 tons B L-2 Reactivity E 1052 C 342
.2% one year NR flR L-2 Petro-graphic C 295 NR NR L-2 Moisture content 1053 C 566 NR Daily R
L-1 Chloride 1
3 Calif.
R Monthly R
L-2 422-A th
. te 'al finer than the No. 200 sieve consists of 1
t of fract e, essentially free from clay or shale. (See Procedure E1095)
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'TAllLE 2 A Revision: 25 Date:
10-5-77 Page: 13a of 20
['sj llEAVY WEIGilT AGGREGATE TESTING Fine Aggregate HUNT ASTM ACCEPTANCE Q. C. TESTING PERSONNEL PROCE-REFER-TESTING SPEC.
QUALIFICA-ITEM DURE ENCE SPEC. LIMITS FREQUENCY LIMITS TION Gradation E 1019 C 136 2323-SS-9 Upon~ Receipt A L-1 DC/DD 236**
B Sp. Grav-ity E 1018 C 128 4.50 Min.
NR NR L-1 Friable
~
Particles E 1022 C 142 3.0% Max.
NR NR L-1 Sub.200 E.1023 C 117 8.0% Max.
Upon Receipt B L-1 Coal &
Lignite E 1024 C 123 0.5% Max.
NR NR L-1 Soundness (Sod. Sul)
E 1025 C 88 NR NR NR L-2 r~s Iron
(
) Content 50% Min.
NR NR L-2 NOTES & EXPLANATIONS By Erlin, Hime Associates Also the Fineness Modulus shall not vary by more than 0.20 from the original sample unless the mix design is adjusted as permitted by ASD4 C33 & the required density and strength are maintained B
Same as acceptance test requirements R
Test required, but no limit requirements NR Not Require A
If these ope les vary from figures used for selecting mix proportions, the Lev co rete examiner shall be notified.
4a m
1:ev.i s i o n : 26 0:i t e :
1-17-78 l' age : 13b of 20 TAlil,E 2A (continued)
Coarse Aggregate HUNT AS'ill ACCEPTANCI:
'Q. C. TESTING PERSONNEL l' ROC E-Rl;FER-TFSTING SPEC.
QUALIFICA-ITEM DURE ENCE SPEC. LIM]TS FREQUENCY lit 1ITS TION Gradation E1019 C 136 2323-SS-9 Upon Receipt A L-1 Par.10.2.2 B
Sp. Grav-ity E1017 C 127 4.50 Min.
NR NR L-1 Friable Particles E1022 C 142 5.0 Max.
NR NR L-1 Sub. 200 E1023 C 117 1.0% Max #
Upon Receipt B L-1 Coal &
Lignite
'E1024 C 123 0.5% Max.
NR NR L-1 L.A. Abra-sion
'E1021 C 131 50% tbx, Loss NR NR L_1 Chert E1024 C 123 5.0% Max.
NR NR L_1 Soft E1026 C 235 5.0% Max.
NR NR L-1 Iron
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Content 50% Min.
NR NR L-2 i.
- 1.5% if the mate finer than the No. 200 sieve consist.s of the dust of fracture, ess 1,
free from clay or shale.
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14 of 20 N
h'ATI:R TESTING ACCEPTANCE HUNT STANDARD TESTING Q. C. TESTING ITF11 PROCEDURE REFERENCE S P F.C. 1.lMITS FREQUENCY SPEC. LIMITS Solids U 1070_
APHA 2000 ppm Max.
Monthly B
l Chlorides U 1071 ASTM D512 250 ppm Max.
Monthly B
Soundness E 1029 ASTM C151 less than +.10 Monthly B
increase
- Compress-E 1028 ASTM C109 At least 90%*
Monthly B
ion Vicat E 1030 ASTM C191
+ 10 minutes
- Monthly B
Compared to results using distilled r
B Same as acceptance test requirements Minimum certification level for personnel performing these tests is Level 2.
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Revision:
2 TABLE 4 Date:
6/1/75 Page:
15 of 20 ADMIXTURE TESTS STANDARD ITEM REFERENCE DESCRIPTION Chemical Tests shall be performed as directed by Admixtures the Brown & Root Project 0.A. Manager.
Tests will be performed by Erlin, Hime Associates.
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R O B ER T W.
HUNT C O M P A N Y. E N G IN E E R S
T,%I'.l.E 1 Revision: 28 Datc: 4-28-7H Page:
tha of 20
,~
j IlUNT STD.
l'ROCE-REFER-JOB SPECIFICATION LIMITS SS-9 TEST DURE ENCE A
B C
D E
F
- 61 ump (Max)
C1005 C-143 4
4 4
3 5
4
- Air (Min)
C1006 C-231 2 or 4 3
2 or 4 0
5 4
- Air (Max)
C1006 C-231 4 or 6 5
4 or 6 0
7 6
Unit Wt. (Min)
C1009 C-138 141 141 141 220 136 141
- Temp. (F) Max.
C1012
=
90##
90##
90##
90##
90##
90 4
- Temp. (F) Ain.
C1012
' Comp. Str.
3 days E1001 C-39 x
x x
x x
x Comp. Str.
7 days E1001 C-39 x
x x
x x
x 6 Comp Str.
28 days E1001 C-39 4000 4000 2500 4000 4000 3000
/3 Comp. Str.
b 90 days E1001 C-39 x
x x
x x
x-Flex. Str.
'7 days E1075 C-78 NR MR NR NR NR NR Flex. Str.
28 days E1075 C-78 NR NR NR x
.NR NR Static MOE E1076 C-469 NR NR NR x
NR NR Poisson'
$\\
076 C-469 NR NR NR x
NR NR t
pl \\ en E10 7 C-496 NR NR NR x
NR NR Ch o s
=
500 500 500 500 500 500
\\.
,o, Drns
\\
(2 days)
E1078 C-642 NR NR NR x
NR' NR 3/4 1
3/4 1
3/8" 3/4" Max. Agg ize**
OV y
v
<m
-+ y e. -s
.. ~,
- n sems
,em-mm ome.em.--~~
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Revision:
Pu IJa te:
4-28-78 Pane:
16b of 20 TAI,LE 5
,,)
i fl0TES:
Slump test results, air entrainment test results, concrete temperatures and other applicable information l
shall be recorded and reported on Form HCP-10A.
l t
Test is required at time of mix designs, but there is no x
numerical requirement.
NR -
flot Requifed '
Test not required - for inforritation only For mass pours (concrete sections greater than 2 ft. 6 inches in the least dimension) the max. temoerature of the fresh concrete is 70 F.
nh~
Minimum concrete temperatures shall. conform to the following table except that 2" topping shall have a minimum temperature of 55*F.
" Cold Weather Concreting" Rebar Temo.
(o p)
'linimum Concrete Temperature (*F)
For sections with least For sections with least dimension less than 12" dimension 12" or greater 45 69 59 43 61 51 4
41 62 52
- \\
39 63 53 7
64 54 h
65 55 O-p Note:
If rebar temperature exceeds 45 F, then minimua concrete temperature shall be as shown above.
n. my '
nel certification level for above tests is L-1, except that static HOE ano sson's Ratio require L-2.
==
-,+--==serem,y
==
e e.e en-ep -es-e ww ww-o = e mm ee -
e
==w
Al'Pr.11)I X !!
I:evision: 28 O
6-19-75 O
Pa r,e 1 of 1
.O
!;AMPhE_F010lS The fo))owing forms are encloscil as part of this appencilx.
See Table 8 for form p:*! and titles.
IICP-1 IICP-2 (Rev. 6/76) llCP-3 IICP-4 (Rev. 10/75) i llCP-5 llCP-6 IICP-7 (P,ev. 10/75) llCP-8'(dev. 10/75) llCP-9 IICP-10 (Rev.10/75) sample mix report l
HCP-10Ar-(Rev. 4/7f)
(Exhibit 1)
Forms that have samples as attachments to procedures, and that have not been revised from sample attached to the procedures may not be-included in this appendix.
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+
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10 Is O fe l' 87 T W e 4 0 0 P4 7 F f' M P A PJ V
... _.. ~.. _.., _ _. _.,
TABLE 6 Revision: 15 Date: 11-2-76 Page:
17 of 20 REQUIRED IN-PROCESS TESTS FOR CONCRETE
(-.(,)
, REQUIREMENT TEST METHOD FREQUENCY Compression Cylinders ASTM C-31-69 Compressive Strength ASTM C-39-71 Hunt E1001 C1014 E1040 2 7-day standard cure 2 28-day standard cure 2 spare standard cure Additional cylinders for field curing will be made as instructed in writing by Brown &
Root Project QA Manager or his designated representative.
If for any reason, specific instructions for an individual pour are not given to Hunt,-then Hunt shall make field cured cylinders as follows:
,s First 100 yds (or less
(
)
if pour is less than C#
100 yds.)-2 cyl.
each 100 yds there-after - 1 cyl.
Slump ASTM C-143-71 First batch placed every-Hunt Procedure day and for every 50 C1005 cu. yds placed and whenever the consistency of the concrete appears to vary. Coincidentally the slump shall be determined with each set of compression cylinders.
- Ai-ASTM C-231-71 First batch placed each Hunt Procedure day and with each set of C1006 compression cylinders.
0 When temperature varies 5 degrees from the previous test the air content test shall be performed once each 50 cubic yards.
Unit e t/ Yield ASTM C-138-74 With each set of compress-Hunt Procedure ion cylinders.
,s
(
)
C1009 v
Temperature Hunt Procedure First batch of each mix C1012 each day and with each set of compression cylin-ders. Measured at the point.
of discharge into the formr P O D 5* A T W.
HffNT t'* 6 s e p A y v,
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l'a ne :
I M.: of 20 (Table / has 2 pages)
TAlit.E /
p(j cal.Ilil ATION I;D!Illl;l:MENTS FOR l'RO.!!:ET SITE Eylfil' MENT litiNT OWNED 1;QIll PMI:NT LEVEL, OF I NSI'ECTOR
& INT 1'RVAl, OF CALlllRATI ON REQUIRED ITEM DESCRIPTION CALIBRATION PROCEDURE ACCURACY Compression Machine L-2, yearly 11 or U1112 1.0%
Press-Ur-Meter L-1, monthly E1007 0.LI & air cont.
Press-Ur-Meter L-1, yearly 6 if E1008 B
Aggregate source changes Unit Weight Measures L-1, 6 mo.
E1010 B
l Project Standard Thermometer
- L-1, - yearly E1013 0.2F Concrete Thermometers L-1, monthly E1013 13 F Balance, (Non Analytical)
L-1, 3 mo.
H or U1107 I
Balanc,e We,ights (Non Analyticaly*L-1, 3 mo, H or Ull'10 I
Thermometers (except as noted)
L-1, 3 mo.
E1013 C
Scales L-1, 3 mo.
H or U1106 J
Balance, Analytical, pan type L-1, 3 mo.
H or U1107 I
Balance Weights, Analytical L-1, 3 mo.
H or Ull10 G&I Micrometer L-1, 3 mo.
U1081 0.001 in.
Dial Gauges L-1, 3 mo.
U1109 I
Calipers (used for measuring L-1, 3 mo.
U1087 0.01 in.
conc. cyl.)
)
Calipers, vernier, other L-1, 3 mo.
U1087 0.001 in.
l
([k /
Proportional Caliper (CRD-C119)
L-1, 6 mo.
E1088 0.1 ratio Comparator dial gauge L-1, 3 mo.
U1109 I
Extensometer/compressometer L-1, 3 mo.
U1109 I
dial gauges l
Eureka Test Apparatus L-1, 3 mo.
H or U1107 0.1%
Project Standard plug gauges
- L-1, yearly U1089 0.001 in.
Psycrometer L-1, 3 mo.
E1013 C
Slump Cones L-1, monthly E1055 I
Sieves L-1, yearly E1056 I
Penetration Resistance App.
L-1, 6 mo.
E1093 2 lb.
Furnace Temperatu,re Indicator L-2, 6 mo.
U1103 125C (Note K)
Thermocouple (ad ut Device yearly H
110C
%,hm Te er L-1, monthly E1100 I
Speedy Mo m
L-1, L
E1104 I
Concre Au su e 1 ne L-1, 3 mo.
U1115
.5% of Max. Pressure-1 L-],
3 mo.
Ulll7 1.5s L-1, yearly Ull24 I
b Cll25)
L-1, yearly U1127 1
%h
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9 i
4
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( continued )
5-e,.
o, ihvision:
17
!).i t :
12-15-76 l'zi g,e :
1Sb of20
. (T.e.n l e i it. i s 2 p;iges)
V TAllLl: 7 (cont.)
t NOTES:
- Hunt Secondary, ref erence NQA7.2
- llt:nt Primary & Secondary Standard Weights aie to be calibrated at frequencies speci-fled in NQA7.2_instead of frequencies for i
non-designated Standard Weights.
E.
No accuracy requirement.
C.
1 F or 1 scale division, whichever'is greater G.
Primary & Secondary Standard Weights shall be NBS class S.
Weights t' sed for weighing shall be NSS class S-1 H.
By others using a procedure that has been approved by Hunt prior to use I.
Acceptance criteria as required by the callbration procedure J.
o.17. or 0.01 lb, whichever is greater
((}j f
K.
One calibration check shall be nade for each of the following ranges 0-400C, 400-800C, 800-1200C L.
Before and after each days useage
/
Qc, i
I I i l 1
' TABLE 8 Revision: 5 l
Date:
10/75 Page:
19a Of 20 REPORT FORM
SUMMARY
()
B&R/TUSI YEARS HUNT RETENTION TIME PROCE-FORM AFTER PLANT DURE ITEM NO.**
BEGINS OPERATION Cement In Process Test Transmittal HCP-1 1
Daily F.A. In Process Test Transmittal HCP-2 1
Monthly F.A. In Process Test. Transmittal HCP-3 1
4000 ton F.A. In Process Test Transmittal HCP-4 1
Daily C.A. In Process Test Transmittal HCP-5 1
Monthly C.A. In Process Test Transmittal HCP-6 1
4000 ton C.A. In Process Test Transmittal HCP-7 1
Monthly Water In Process Test Transmittal HCP-8 1
Ceneral Transmittal Letter HCP-9
' Daily Concrete Report HCP-10 Lifetime E1001 Cylinder Testing HCP-E1001 Lifetime C1002 Receiving Molds QA104
- A E1003 Checking Capping Compound QA105
- A C1005 Slump HCP-1074 C, D p(_,).
(Rev. 3/75)
C1006 Air Content of Concrete HCP-1074 C, D (Rev. 3/75) 4 EEL E1007 Air Meter Calibration QA-1007 A
E1008 Air Meter Correction Factor QA-1008 A
C1009 Concrete Unit Weight HCP-C1009 C
E1010 Unit Weight Calibration QA1010 A
E1011 Aggregate Unit Weight HCP-E1011 1
C1012 Con rit femp rature HCP-1074 C, D (Rev. 3/75)
E1013 eter li ration QA1013 A
C in r
Cy inders HCP-1074 C
9(- *
(Rev. 3/75)
E 17 s
gr ate HCP-E1017 1
E10A A
P
.G.
HCP-E1018 1
E1019 g ggrega ieve Analysis HCP-E1019A 1
\\
HCP-E1019B 1
E102Q e Aggregate Organic HCP-E1020 1
N.
R OB ERT W. H U NT COM P A N Y.
ENOlNEERS
. ~..
.. _ _.... _, _ _ _,. _,. ~.
..E
l ADLL b (continued)
Revision: ))
9 Date:
6-16-76 Page; 19b of 20 REPORT FORM
SUMMARY
(There are two pages 19)
,3 B&R/TUSI YEARS
('s) PROCE-ITUNT RETENTION TIME FORM AFTER PLANT DURE ITDI NO.**
BEGINS OPERATION E1021 L.A. Abrasion HCP-E1021 1
E1022-Friable Particles llCP-E1022 1
E1023 Sub. 200 Particles llCP-E1023 1
E1024 Lightweight Pieces llCP-E1024 1
E1025 Aggregate Soundness llCP-E1025 1
E1026 Scratch Hardness HCP-E1026 1
E1027 Mix Proportioning Lifetime E1028 Cement Compressive Strength HCP-E1028 1
E1029 Cement Soundness llCP-E1029 1
E1030 Cement Vicat Setting HCP-E1030 1
E1040 Testing Field Cured. Cylinders HCP-E1001 Lifetime E1053 Aggregate Moisture Content HCP-E1053 1
E1054 Flat & Elongated Particles HCP-E1054 1
C1055 Slump Cone Inspection A
g g E1056-Sieve Inspection QA 1056 Yhm C1068 Statistical Method CP-1 (21475)*
U1069 Rebar Tension Tests HCP-U1069 1
E1072 Testing Cores HCP-E1072 E1075 Flexure Testing Concrete E
E1076 Static MOE & Poisson's Ratio E
E1077 Concrete Split Tensile E
E1078 Concrete Density E
C1079 Ready Mi ni rmity F
1 i
U1081 al o
11 ometers QA-123*
A C108 r
o i ure Dispensers HCP-C1082*
H i
C1 83 a
of Concre Truck Dispensers HCP-C1083*
H U108 Ca on Ca ers QA-124*
A bratiqk E1088 Proportional Calipers QA-124*
A E1096 iquid L.it of Soils HCP-E1094 H
E1097 P s c Limit and P.I. of Soils HCP-E1094 H
$. y
,f-M O D ER T W.
H U N T 'C O M P A N Y.
swelutans
)
, TABLE 8 (continued)
Revision:
5 Date:
10/75 Page:
20 of 20 (V
REPORT FORM SUfHARY B&R/TUSI YEARS HUNT RETENTION TIME PROCE-FORM AFTER PLANT DURE ITEM N0.**
BEGINS OPERATION U1089 Calibration of Plug Gages and/or Gage Blocks QA-124*
A E1090 Monthly Check of Hydrostone HCP-HT-513-ll*
A U1091 Tension Tests G.
O or 'l E1092 Time of setting' by Penetration HCP-HT-513-14* Lifetime E1093 Calibration of Penetration Apparatus HCP-HT-513-15*
A
'NdTES: A - Not for transmittal, for Hunt records only
- - Form is part of the procedure C - Not the final report, not for transmittal D - Only document acceptance tests E - Incorporated in mix design report, example in Appendix B.
F - Letter Report
[_T G - B & R form is referenced in the procedure bJ H - If transmitted to B & R, then B & R will
. determine retention time.
GENERAL: Report' forms t are listed in procedures'and that do not have retention ir nts may not be listed here.
- REFER les and r'evision information y
i)
R O B ER T W.
HUNT C OM P A N Y. s w e sw a s n s 7
4.e.
e
=
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i C-67
~
QUALITY ASSURANCE DEPARTMENT M" cy@ No
/UMC i6 4ao ""
DEFICIENCY & DISPOSITION REPORT H-2 COM ANCHE PE AK STE AM E LECTRIC STATIOld DOCUME NT VloL ATED' REV.NO.
PAR.
C&H Seec. 99-11 1
6.3 On 6 of the completed Cadweld splices shot on 7/30/75 and 7/31/75, the deviation of the sleeve from center position exceeded one-half inch. All splices are in the vertical position. Splice identification Nos. are BV-2, BV-10, BV-15, EV1, h
FV1 & FV8. These splicers shall not splice until disposition of this DDR is y
approved by B&R QA.
9 Q/A QUALITY ASSURANCE FILE......
/
(3
..... tvitw orig Rif f f4Tl0N....k MAM74..
QA Comanche Peak Steam Eiec. Sta.
REPORTED BY:
D AT E:
A ROVEDB :
DATE:
George H.
7/31/7s 4 lc.e-
. bis ss o )i#.u' 7 - 3 s-7 T DiSPOSITlON R ESPONS E:
REWORK Q REPAIRp SCRAP Q uSE AS IS Q oTHER Q Je have removed and replaced Cadweld sleeves BV2, EV1 & FV1, as the center of the splice sleeve was not within 1/2" of center as determined by measuring between bar marks.
f Cadweld sleeves BV-11, BV-15 and FV-8 were rechecked by B&R QC to the criteria outlined I
y in MTF-002 (attached) and found to be acceptable.
(An error was made in reporting BV-10, should read BV-11).
w i
a ASSIGNE D To.
DATE:
SUMI ED l :
DATE:
h H. C. Dodd, JR.
7/31/75
/
r 8-2575 Ea"oh PG KIk-7r-i D A.f M # n.
Yht,/g R EiPONS E: [
Constructionhasbeeninstructedastothepropercentfr 2 th in G&H specification 2323-SS-11.
l
~
COPY 1
i PPiW m
8 '25 H. C Dodd. Jr.
7/31/75 e
CLOSE OUT (To be completed by Quality Anurance Department) h DA!TFs.7/75 V E RI FI E D BY:
CORRECTIVE ACTION:
S ATISF AC B&R Q 6cce N,7as ke r APPR SY; 7
DATE APPROVE D BYi D AT E:
Q DE FICIE NCY CLoSE D.
p,j', g B&RQA TuSI
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, copies:
JOBM \\\\45._
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hDR C-67
% 0.43 70030 170 INTEROFFICE MEMO i
IM-1311 TO:
File DATE: August 11, 1975 FROM:
Peter L. Bussolini i
SUBJECT:
CPSES, Job 35-1195 DDR #C-67 Documentation of Preventative Action This list contains the names of those present at a meeting of Cadweld splicers,to be trained in the proper centering procedures for Cadweld splicing (See attached MIF-002).
Instruction was given by Vernon Cox and witnessed by George Fisher of B&R QC and Mr. J. Hawkins of TUSI QA.
Instructions covered proper set-up, pre-inspection by Cadweld splicer, tolerances and inspection requirements. The meeting was held on August 5, 1975, at 7:00 a.m.
~
Helpers Kim Doty James R. Akins Terry Sample Victor Vaillancour Kyle McEwin Splicers James Wingate "H"
Irging'Massart "A"
"F" George Norris "B"
Jimmy Culver Herbert Bess "E"
Q.C.
George Fisher
,i pggATION John Hanselman Charley Killough Eddie Holland N-Instructors Vernon Cox "G"
.., \\
3' A
Dale Bullard D"
~
"C" p
Bill Bruton 7
l
+
Skr / Sussok Peter L. Bussolini Project Quality Assurance Manager PLB/
Iw cc: H. C. Dodd, Jr. (lL, lA)
Attachment D. L. Hansford (1L, lA)
-w-w
+-7
MEMO y
,,,,,S 3 "b.:*
Gibba S Mi!_!.,Inc.
W-3' MTF-002
'""""''*PS"*""*
Ngw Yonn 7, Memo to File 70 0*f0 ^"fyy s,19M a
3, i
J. V. Hawkins g
CPSES - Jobsite A,
i COMANCHE PEAK STEAM ELECTRIC STATION 1980-82 2300 MW INSTALLATION
.G&H SPEC..SS-ll INTERPRETATION Per request of B&R QA/C a review of paragraphs 4.2 and 6.3 was per-formed to determine the acceptance and rejection criteria for location of c::dweld sleeves.
Through consultation with the on-site G&H civil engineers and my own interpretation, the following criteria was arrived at and same was relayed to B&R QA/C (Geo. Fisher).
Paragraph 4.2 provides a 12"i 1/4" dinension for marking a reference m2rk from the end of each bar to be spliced.
The referenced Erico Products ')
Catalog RB 20M-173 allows a maximum gap between bars of 3/8".
Adding all m ximum allowed dimensions together allows a 24 7/8" maximum dimension be tween reference marks.
Taking the minimum allowed dimensions (11 3/4" from.
bar ends to reference mark and 3/16". minimum gap between bars),.the minimum..i.'
dimension between bars is 23 11/16".
Paragraph 6.3 requires the spliced sleeve to be centered within 1/2"
-f cf the centerline between reference marks.
'i' B&R.QA/C was informed that as long as maximum and minimum dimensions *
' ware not exceeded and'the spliced sleeve was within 1/2" of center a.s de-i tarmined by measuring between reference marks this would serve as accep-trnce and rejection criteria,
,;j' o(
t N-,
.'Hawkins JVH/ncm
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. cc:
D. Fellinger P. Bussolini
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/3 Page 1 of-1 0, /f3,j, D D R N O.
g C-66 QUALITY ASSURANCE DEPARTMENT M',c%"M g,
~-
C ATAGoR Y:
DEFICIENCY 6, DISPOSITION REPORT F-1 COM ANCHE PE AK STE AM E LECTRIC STATIOfd DOCUM ENT VIOL ATED.
REV.NO.
- PAR, CB&T OA Manual Division 4 3
4.2.1 Temporary attachment material which is being welded to the embeds and liner plates for the purpose of fitting and aligning do not have approved "Special Instructions" for their control.
QA RECORD ROUTING
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FILE NO.
L,,
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3.
I SUBFILE NO.
4 5.
DATE:
REPORTED BY:
DATE:
AP ROVED B[Y-bd3 Sob' 8 *8*26 Me/
Simon K. Alexson 7-31-75 DISPOSITION R ESPONS E :
REWORK Q REPAIR Q SCRAP Q USE AS IS @
OTHER Q Reference in CBI-QAM 4.2.1 (Div. 4) is for ASME Section III,-Div.1, Class 1, 2, &3.
g Class MC or CC does not usually require."special instructions" for temporary attach-g ments.
T'. m ccc,o f pcciel in ttmeti n; : Cic : 1, 2 :: 3 i; du; :: pecial
=cteri:10 enecentered.
Sp :ici instruction f: attach ent cr this jch could 52>c-5 te be to th effact:
"fellzu unidin S :d L ttee attached pee dures for tructure."
5 Thi would bc e er from Mike Jeffers, 5
- dundent 2nd centering '416
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- n. c. Doaa. ar.
' - 3i NUMId:-
M [
DITE:-4-75 Y
g ASS 6GNE D TO:
D AT E:
Q
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DATE:
l DATE:
s~A VED YI APPROVED 8 w
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DATE:
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7 '31 ')$'
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[
VERIFIED SY:
,j ah_,ek Li DATE:
CORRECTIVE ACTION:
TISF AC Y
B&R Q
_ j-31.io.K.
(
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DATE APPROVED 8 -
6 ATE:
APP 'ovt 8Y.
DE FICIE NCY CLOSE D TUS
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BrownffRoot,Inc.
c-lo6 QUALITY ASSURANCE DEPARTMENT M", cy@
h CATAGORY:
DEFICIENCY & DISPOSITION REPORT H-6 P R OJ E C T:
COM ANCHE PE AK STE AM ELECTRIC STATION DOCUMENT VIOLATEC:
REv.NO.
PAR.
R. W. Hunt Prncedure F1013 1
N/A Results of calibration of Brown & Root surface thermometer were not kept on R. W. Hunt forms but were on Brown & Root forms as recorded by Brown & Root calibration technician.
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Comanche Peak S!en Dec. Sta.
REPORTED SY:
j D AT E:
APPROVE D SY:d* a George H. Fisher 9-2-75 OATE:
PM30 ss DisPOslTION
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9-2.-75 R ESPONS E :
REWORK REPAJR O sca^" O useas's O or"ea O
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Calibration Results are recorded on Hunt forms.
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g ASSitaNE O TO.
DATE:
SU TT O SY:
8 B. K. Xinkade 9-2 75
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9-2.J-F
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Surface thermometers are no longer calibrated by Hu t.
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ASSIGNED TO:
DATE:
l SU ITTED SY:.f f e
DATE:
B. Y. V3nkado 9~2~l5
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OATE:
CORRECTIVE ACTION:
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ORIGIN ATOR. DO NOT WRITE BELOW THIS LINE SIGNE D r"
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SIGNEDW[&//
9-60 -73 DATE
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SEND PARTS 1 AND 3 WITH CARBON INTACT = PART 3 WILL BE RETURNED WITH REPLY
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F-DDR NO h{fM,lg, C-107 QUALITY ASSURANCE DEPARTMENT
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CATAGORY.
DEFICIENCY & DISPOSITION REPORT H-2 P R OJ E C T.
COM ANCHE PE AK STE AM E LECTRIC STATION DOCUME NT VIOL ATE C RE V. NO.
PAR.
GTN 4455 G&H Soec. 2323-SS-9 1
7.2.2b Test results on first set of aggregates for 8-28-75 were not calculated and samples of second and third sampling of aggregates had been thrown out. This was on a sampling of 3/4" aggregate for daily in-process testing by R. W. Hunt Co.
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"'" Td8r"g*e H. FisheMA 9/2775
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. REWORK O aEr^'a O sca^" O USE AS IS @
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5 The first sampling gradation complied with requirements. The compliance
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of the gradation was apparent from the calculated weights.
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g Personnel have been instructed not to discard samples until calculations have a
been completed.
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ASSIGNE O TO.
DATE:
S TTED BY; g
D ATE:
0 B. K. Kinkade 9/2/75 t-
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- RESPONS, y
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'j Personnel have been instructed not to discard 2nd and third un il 5
gradation results have been calculated.
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