ML20211K187
| ML20211K187 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 07/10/1986 |
| From: | Kenneth Armstrong, Bond J, Hughes C CORPORATE CONSULTING & DEVELOPMENT CO, LTD. |
| To: | |
| Shared Package | |
| ML20211K089 | List:
|
| References | |
| A-720-86-S25, NUDOCS 8611170092 | |
| Download: ML20211K187 (198) | |
Text
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TEST REPORT for STATIC TESTING of TRAIN C BEAM CLAMPS AND UNISTRUT HANGERS for COMANCHE PEAK STEAM ELECTRIC STATION (CPSES)/
CCL TEST PROCEDURE Report Date:
July 10,1986 1903.23 - 01, Revision 0 CCL Report Number:
A-720-86 CCL Project Number:
85 -1903.23/24 TUCCO P.O. Number:
CPF-11167-S SUPPLEMENT Ny)Clb,.
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CORPORA.T&CQ SUb AND DEVEL'Of T.;.
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'<,,,,,,, i sos Apprwed By TEXAS UTILITIES GENERATING COMPANY Prepared By CORPORATE CONSULTING k DEVELOPMENT COMPANY, LTD.
P.O. Box 12728 Research Triangle Park, North Carclina 27709 - 9998 for h
TEXAS UTILITIES GENERATING COMPANY P.O. BOX 1002 - GLEN ROSE, TEXAS 76048 8611170092 861104 PDR ADOCK 05000445 A
O Report Prepared By:
Jeffrey H. Bond Technical Editor:
Darlene H. Rachal Technical Typist:
Beverly J. Williams Q.A. Review:
,/
gh d Original Issue:
July 10, 1986 REVISION (S)
Issue Revision Checked Q.A.
Description and Pages Number Date By By By Revised O
Copyright 1986 CORPORATE CONSULTING AND DEVELOPMENT COMPANY, LTD.
Research Triangle Park, North Carolina O
QA-004-03
1 O
TABLE OF CONTENTS Page LIST OF TABLES........................
11 1.
INTRODUCTION.......................
1 2.
TEST OBJECTIVES 2
3.
TEST SETUPS 3
3.1 Threaded Rod Beam Clamps 3
3.2 Beam Clamps.....................
3 3.3 UNISTRUT Hangers 3
4.
TEST RESULTS SUPNARY...................
5 4.1 Threaded Rod Beam Clamp Test Results 5
4.2 Beam Cl amp Test Results...............
5 4.3 UNISTRUT Hanger Test Results 5
O 5.
TEST DATA 13 6.
REFERENCES........................
16 APPENDIX A CCL TEST PROCEDURE NUMBER 1903.23-01, REVISION 0 APPENDIX B RECORDS OF DEVIATION FROM TEST PROCEDURE, NUMBERS 1 THROUGH 10 APPENDIX C TUGC0 CONCRETE PLACEMENT
SUMMARY
TSG-13,916 APPENDIX D PROJECT 1903.23/24 MASTER TEST MONITOR LOG APPENDIX E TEST SETUP FIGURES, PLOTS, DATA, AND PHOTOGRAPHS O
O LIST OF TABLES Page Table 4.1 Threaded Rod Beam Clamp Test Data.........
6 Table 4.2 Beam Clamp Test Data 7
Table 4.3 UNISTRUT Hanger Test Data.............
11 Table 5.1 Summary of Calibrated Equipment..........
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INTRODUCTION This report documents the results of testing of beam clamps and UNISTRUT* hangers used to support Train C conduit for Texas Utilities Generating Company (TUGCO) at Comanche Peak Steam Electric Station (CPSES) in Glen Rose, Texas.
Static testing was performed to determine the ultimate load carrying capacity of the test items. The test items included:
UNISTRUT P2785 and P2786 beam clamps Appleton PC-200-RA beam clamp UNISTRUT P254x series welded foot hanger UNISTRUT P1026 hanger fittings Cyclic testing was performed to determine the fatigue life of CPSES threaded rod when used in conjunction with UNISTRUT P1651S beam clamps.
Testing was performed at the laboratory facilities of Corporate Consulting and Development Company, Ltd. (CCL) near Research Triangle Park, North Carolina during the months of May and June,1986. The test program was performed in accordance with CCL Test Procedure Number 1903.23-01, Revision 0 (Reference 1, included in this report as Appendix A), and the procedures and instructions of CCL's Quality Assurance (QA) program. CCL's QA program complies with the applicable requirements of ANSI N45.2-1972; 10CFR50, Appendix B; and 10CFR21.
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2.
TEST OBJECTIVES The test procedure used to assemble and test the items described in the previous section was written to incorporate the requirements given by Impell Corporation (Impell) in Report Number 01-0210-1514, Revision 0 (Reference 2, included in this report as part of Appendix A).
During the course of the test program it was necessary to add, delete, or otherwise modify several of the test configurations. To adequately document and approve such changes, Record of Deviation from Test Procedure (RDTP) forms were implemented to augment the Reference 1 test procedure. Appendix B of this report presents RDTP numbers 1 through 10.
The results of testing, including plots, data, test log entries, and photographs are presented for use in evaluation of this data.
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3 3.
TEST SETUPS The test samples are intended to simulate typically installed conditions at CPSES. The test samples are assembled as indicated in the sketches contained in References 1 and 2 in accordance with instructions from the UNISTRUT Catalog 10R (Reference 2) and CPSES DCA 5106, Revision 9 (Reference 3, included in this report as part of Appendix A).
The following sections describe the test setup used for each general category of test.
3.1 Threaded Rod Beam Clamps The cyclic tests of UNISTRUT P16515 beam clamps were intended to simulate typically installed conditions for threaded rod attachments to wide-flange (WF) structural members. The purpose of the tests was to determine the fatigue life of the rod / clamp assembly when assembled and O
'"st "ed oa we ber-The threaded rod beam clamp test setups are schematically illustrated in Figures 6.1 and 6.2 of Reference 1.
3.2 Beam Clamps The static tests performed on UNISTRUT P2785, P2786, and Appleton PC-200-RA beam clamps were intended to simulate typically installed conditions for attachment of UNISTRUT channel and conduit to a WF member.
The purpose of the tests was to determine the stiffness, ultimate load capacity, and modes of failure of the beam clamp assemblies.
The beam clamp test setups are schematically illustrated in Figures 6.3 through 6.22 of Reference 1 and are further addressed in RDTP numbers 1, 8, 9, and 10.
3.3 UNISTRUT Hangers The static tests performed on cantilever hangers assembled from UNISTRUT P1000 channel, P1001 channel, P254x series welded foot hangers, O
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and P1026 angle brackets were intended to simulate typically installed conditions, including concrete attachments. The purpose of the tests was to determine stiffness and ultimate load characteristics, and modes of failure of the cantilever hanger assemblies.
The cantilever hanger test setups are schematically illustrated in Figures 6.23 and 6.24 of Reference 1 and are further addressed in RDTP numbers 5 and 7.
These concrete-mounted test setups were installed with HILTI* bolts in accordance with CEI-20, Installation of HILTI Drilled-In Bolts (Reference 5). The bolts were installed into a reinforced concrete block that was fabricated by TUGC0 at CPSES. The block was fabricated in accordance with TUGC0 Drawing Number FSC-0905, Revision 2, and TUGC0 concrete mix and placement procedures. The concrete placement summary for the reinforced concrete block used during the test is documented in TUGC0 letter number TSG-13,916 (included in this report as Appendix C).
The HILTI bolts were set in concrete with the appropriate test sample and torqued in accordance with Section 3.1.4 of Reference 5.
The date and time of torquing were recorded to document the start of bolt relaxation. Testing of each HILTI bolt did not consnence until the bolt had relaxed for a minimum of 48 hours5.555556e-4 days <br />0.0133 hours <br />7.936508e-5 weeks <br />1.8264e-5 months <br />.
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4.
TEST RESULTS
SUMMARY
The master test monitor log, included in this report as Appendix D, presents the test sequence and includes general descriptions of test sample modes of failure. The actual test results are included in this report as Appendix E.
The following sections describe the test results for the samples.
4.1 Threaded Rod Beam Clamp Test Results Each beam clamp, with a 2-foot length of threaded rod, was cycled separately in both principal horizontal directions in accordance with test procedure requirements and direction from the TUGC0 representative witnessing the test.
For each test configuration, three samples were tested. The first sample was cycled as shown in Figures 6.1 and 6.2 in Reference 1.
The next two samples were cycled with the threaded rod placed in tension with a one thousand pound preload. All test samples successfully met the requirement of 100 cycles of deflection-controlled input at 4-1/2 inches. Table 4.1 sumarizes the test inputs and results.
4.2 Beam Clamp Test Results The beam clamps described in Section 3.2 were tested in accordance with the test procedure and all applicable RDTP's. Table 4.2 summarizes the test setups and ultimate loads obtained during testing.
4.3 UNISTRUT Hanger Test Results The UNISTRUT hangers described in Section 3.3 were tested in accordance with the test procedure and all applicable RDTP's. Table 4.3 sunnarizes the test setups and ultimate loads obtained during testing.
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a-Table'4.1 Threaded Rod Beam Clamp Test Data Load Required to Impose Deflection Cycle (pounds)
Test Sample Preload Stroke After After Number
'(pounds)
(inches) 1 Cycle 100 Cycles la-01 0
2 4-1/2 40 40 la-02 1000 1 4-1/2 285 280 la-03 1000 t 4-1/2 295 295 lb-01 0
4-1/ 2 40 40 lb-02 1000
! 4-1/2 290 280 lb-03 1000 4-1/2 285 270 i
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Table 4.2 Beam Clamp Test Data Ultimate Load (pounds)
Test Beam Test Test Test Configuration Clamp Number Number Number Number Description One Two Three 2a-12 Two P2785's with a 12-3,532 5,639 5,470 inch extension of P1000 channel on a WF test fixture
( 02)
(o3)
( ow) 2b-12 Two P2785's with a 12-2,385 2,200 2,012 inch extension of P1000 channel on a WF test
)
fixture
( 04)
( 05)
( 06) 2c-12 Two P2785's with a 12-1,381 1,387 1,399 O
inch extension of P1000 channel on a WF test fixture 2d-12 Two P2785's with a 12-1,948 1,863 1,705 inch extension of P1000 channel on a WF test fixture k.,-
2b-24 Two P2785's with a 24-470 738 602 inch extension of P1000 j channel on a WF test fixture
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2c-24 Two P2785's with a 24-721 757 818 inch extension of P1000 channel on a WF test fixture (Continued)
( ) Upper right-hand corner number is actual test number, if other than column heading O
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Table 4.2 Beam Clamp Test Data Ultimate Load (pounds)
Test Beam Test Test Test Configuration C1 amp Number Number Number Number Description One Two Three 2d-24 Two P2785's with a 24-848 829 801 inch extensian of P1000 channel on a WF test fixture 3a-12 Two P2786's with a 12-4,541 5,588 3,725 inch extension of P5000 channel on a WF test fixture 3b-12 Two P2786's with a 12-2,214 2,426 2,164 inch extension of P5000 O
ca ""ei aa we test fixture 3c-12 Two P2786's with a 12-1,944 1,734 1,864 inch extension of P5000 channel on a WF test fixture 3d-12 Two P2786's with a 12-2,062 2,370 2,022 inch extension of P5000 channel on a WF test fixture 3b-24 Two P2786's with a 24-565 917 798 inch extension of P5000 channel on a WF test fixture (Continued)
( ) Upper right-hand corner number is actual test number, if other than column heading O
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Table 4.2 Beam Clamp Test Data Ultimate Load (pounds)
Test Beam Test Test Test Configuiation Clamp Number Number Number Number Description One Two Three 3c-24 Two P2786's with a 24-948 970 851 inch extension of P5000 channel on a WF test fixture 3d-24 Two P2786's with a 24-1,012 866 905 inch extension of P5000 channel on a WF test fixture
( 02)
( 04)
( os) q Sa A single Appleton 1,445 1,489 1,752 1
V PC-200-RA with a 12-inch extension of 2-inch j
diameter conduit on a WF test fixture 5b A single Appleton 952 1,146 1,121 PC-200-RA with a 12-inch extension of 2-inch diameter conduit on a WF test fixture Sc A single Appleton 5,930 6,532 5,254
[.
PC-200-RA with a 12-inch extension of 2-inch diameter conduit on a WF test fixture 10c-12 Two P2786's with a 12-1,611 1,758 1,756 inch extension of P5500 l
channel on a WF test fixture (Continued)
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( ) uPner ri ht-hend corner number is ectuei test number. if otner thea 9
column heading Ih E
10 Table 4.2 Beam Clamp Test Data Ultimate Load (pounds)
Test Beam Test Test Test Configuration C1 amp Number Number Number Number Description One Two Three lla A single P2785 with a 231 238 251 12-inch extension of P1000 channel on a WF test fixture 11b A single P2785 with a 208 167 201 12-inch extension of P1000 channel on a WF test fixture (Concluded)
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< > unner risat-hema coraer number is ectuai test aumber. if otaer then column heading O
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O 11 Table 4.3 UNISTRUT Hanger Test Data Ultimate Load (pounds)
Test Test Test Test Configuration Hanger Number Number Number Number Description One Two Three 6
A P2546 bolted to a 16-863 1,456 1,489
)
inch P1000 channel header, which is HILTI bolted (3/8-inch diameter, 4-inch embed) to a concrete test fixture
( 01)
(02)
( 04) 7 P1000 attached with two 1,885 1,649 1,900 P1026 brackets to a 16-inch P1000 channel header, which is HILTI O
boiteo (3/8-iaca diameter, 4-inch embed) to a concrete test fixture 9a Two P254x bolted to a 567 1,281 1,315 16-inch P1000 channel header which is HILTI bolted (3/8-inch diameter, 4-inch embed) to a concrete test fixture
( 0 2)
( 0 3)
( 04) 9b Two P254x bolted to a 2,258 2,485 2,534 16-inch P1000 channel header which is HILTI bolted (3/8-inch diameter, 4-inch embed) to a concrete test fixture (Continued)
( ) Upper right-hand corner number is actual test number, if other than Q
column heading 4
t.
i 12 Table 4.3 UNISTRUT Hanger Test Data F
Ultimate Load (pounds)
Test Test Test Test Configuration Hanger Number Number Number Number Description One Two Three
( 05)
( 06a)
( 07) 9c Two P254x bolted to a 5,940 6,708 6,155 16-inch P1000 channel header which is HILTI bolted (3/8-inch diameter, 4-inch embed) to a concrete test fixture (Concluded)
( ) Upper right-hand corner number is actual test number, if other than column heading 1
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i 13 5.
TEST DATA All test setup figures, plots, data, and photographs relating to this test program are included in this report in Appendix E.
Appendix E presents results relating to threaded rod beam clamps, beam clamps, and UNISTRUT hangers.
The test results for the threaded rod beam clamps include:
Test setup figures force-versus-deflection hysteresis plots e
Photographs of pre-and post-test results The test results for beam clamps and UNISTRUT hangers include:
Test setup figures Force-versus-deflection plots Printout of force-versus-deflection data Photographs of pre-and post-test results e
k Table 5.1 presents a sumary of all calibrated equipment used in this test program. Calibration records are maintained by CCL.
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,y-Table 5.1 Sunnary of Calibrated Equipment Calibrettop instrument /
CCL Model Serial Descriptfon No.
Manufacturer No.
No.
Range Accuracy Last Done Next Done Load Cell 7007 Lebow 3124 1692 5K Ibs 2 0.21 5/31/86 5/31/87 Load Ce11 7012 Lebow 3124 1735 15K lbs t 0.321 7/29/85 7/29/86 Load Ce11 7015 Lebow 3132 5710 3K Ibs t 0.075 7/26/85 7/26/86 Lead Cell 7018 Lebow 3124 2217 10K Ibs t 0.11 5/25/86 5/25/87 Load CeII 7023 Lebow 3174 265 10K ibs 1 0.4085 6/13/86 6/13/87 Load Cell 7038 Lebow 3174 209 5K Ibs t 0.151 6/16/86 6/16/87 LVDT 1083 Schaevitz 2000HR 10590 2 2 inch t 0.221 Prior to use Load Cell Indicator 1069 Daytronic 3270 6165 0-120K Cts t 0.051 FS 9/17/85 9/17/86 j
Load Cell Indicator 1062 Daytronic 3270 6761 SK Cts 1 0.051 FS 3/5/86 3/5/87 LVDT Indicator 1078 Daytronic 3330 497 SK Cts t 0.11 FS 7/3/86 7/3/87 Linear Potentfometer 1060 Bourns 12820-0 4-5933 0-10" 2 0.0625" Prior to use 10.0 503 Linear Potentiometer 1098 Waters PR-242 1002 0-12' i 11 Prior to use I
Linear Potentiometer 1103 Waters LFS-12/
8538 0-12" i 11 Prior to use 300-0A5 Cal. Resistor Box 1012 CCL N/A N/A 40,60,120KQ t 0.038%
2/12/86 2/12/87 Cal. Resistor Box 1081 CCL N/A N/A 60Ko 2 0.11 9/12/85 9/12/86 l
X-Y Plotter 3008 Esterline/
575-LAB 978972 K 100 Mv/in 2 0.35% F5 Prior to use Angus 5.0.
Y 100 Mv/in
- M12989A Continued)
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Table 5.1 Suninary of Calibrated Equipment 1
CalIbrat1on Instrument /
CCL Model Serfal Descriptfon No.
Manufacturer No.
No.
Range Accuracy Last Done Next Done Rule 9032 Starrett 1-C #607 N/A 0-36" t 0.0156" 1/3/86 1/3/87 R36 Torque Wrench 9030 Uttca TCI-150 DD 2673 0-150 ft/lbs t 45 CW 4/3/86 9/3/86 FRD Digital Voltmeter 6005 Keithly 179 1174 0-20 VDC 2 0.04% Plus 7/19/85 7/19/86 one dfgtt l
Digital Voltmeter 6048 Keithly 197 310470 0-20 VDC
- 0.0151 Plus 5/31/85 6/30/86 two digits Ofgttal Voltmeter 6049 Fluke 80248 3715179 0-20 VDC t 0.11 Reading 5/20/86 11/20/86
+ 1 digit Torque Transducer 7026 G5E 1052 008 0-50 ft/lbs 1 0.251 FS 8/19/85 8/12/86 Michead 9027 Starrett 63 N/A 2"
0.0001 fn.
2/28/86 2/28/88 ACRO /LABTECH DATA ACQUISITION SYSTEM 900 Gen I/O P.S.
3015 Acro 901 M/A N/A N/A M/A N/A Gen 1/0 CPU 3017 Acro 991 M/A N/A N/A N/A N/A Gen I/O A/D 3022 Acro 912 N/A 2 2/20 VDC t 0.031 Input Prfor to use 1 0.11 Range (Concluded) 5 1
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REFERENCES h.
V 1.
Corporate Consulting and Development Company, Ltd. Test Procedure E
Number 1903.23-01, Revision 0, dated May 9,1986, Test Procedure for k
Static and Cyclic Testing of Train C Conduit Beam Clamps and UNISTRUT
[.
Hangers for Comanche Peak Steam Electric Station.
i 2.
Impell Corporation Report Number 01-0210-1514, Revision 0, dated y
April 22,1986, Specification for Testing Beam Clamps and UNISTRUT L
Hangers.
F-3.
UNISTRUT General Engineering Catalog, Number 10R,1984.
f 4.
Comanche Peak Steam Electric Station Design Change Authorization (DCA) Number 5106, Revision 9, dated January 3,1983.
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5.
Brown & Root, Inc. Procedure Number CEI-20, Revision 9, dated i
December 16, 1983, including Document Change Notice (DCN) Numbers 1 and 2, Installation of HILTI Drilled-In Bolts.
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APPENDIX A CCL TEST PROCEDURE NUMBER 1903.23-01, REVISION 0 O
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i TEST PROCEDURE STATIC AND CYCLIC TESTING et TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUT HANGERS 4
Sur OOMANCHE PEAK STEAM ELECTRIC STATION (CPSES)
IMPELL REPORT NUMBER:
Procedure Date:
May 9,1986
)
ol-0210-1514, Revision 0 CCL Procedure Namsber:
1903.23 -01 E
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OONSULTING AND DO NT OOMPANY, LTD.
A med my TEXAS UTILITIEE GENERATING COMPANY J
Preposed By 00RPORATE OONSULTING & DEVELOPMENT OOMPANY, LTD.
P.O. Box 12728 Research Tdansle Park, North Omrotsa 27799 -9008 l
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Report Prepared By: Jeffrey H. Bond Technical Editor:
Darlene H. Rachal Technical Typist:
Wanda H. Stephenson j
Q.A. Review:
Original Issue:
May 9, 190 i
REVISION (S) l Issue Revision Checked Q.A.
Description and Pages Nunber Date By By By Revised
[
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i Copyright 1986 CORPORATE CONSULTING AND DEVELOPMENT COMPANY, LTD.
i Research Triangle Park, North Carolina t
QA-004-03
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1 F
O 1903.23-1, Rev. O PROCEDURE No-c /ef P Corporate Consulting I
07 5/9/86 PAGE OF ge[m & Development Company. Ltd.
ISSUE DATE 5 9-t%
PREPARED BY DATE
[
n,,m-T,ype Pam NC 277C9 APPROVED BYC ATE i M *., E 919-362 secc y
e c 5:. 2 a QA REVEW BNN f
TEST PROCEDURE DATE l
/
a
{=
TABLE OF CONTENTS f
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PAGE k
2 LIST OF FIGURES..................................................
r 5
i LIST OF TABLES...................................................
6 y
1.0 INTRODUCTION
s' 6
[
1.1 Test Program Contents.......................................
j.
1.2 Pe rsonnel Ce rti fi cati on.....................................
7 7
i 1.3 Test Monitor................................................
]
[
1.4 Test Equipment and System Calibration.......................
7 0
2.0 TEST ITEMS..................................................
9 j,
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2.1 UNISTRUT P1651S Beam Clamp Cyclic Tests.....................
9 2.2 UNISTRUT P2785 and P2786 Beam Clamp Static Tests............
9
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2.3 Appl eton PC-200-RA Conduit Cl amp Stati c Tests...............
10 2.4 Cantilever Hanger Static Tests..............................
10 1
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3.0 TEST FIXTURING..............................................
17 i
3.1 Fi xtu ri ng f or Beam Cl amp s...................................
17 L
3.2 Fi xturi ng f or Cantil ever Hange r.............................
17 ip 4.0 INS 1RUMEN1A110N.............................................
1e 22 l
t 5.0 TEST SEQUENCE...............................................
6.0 TEST SETUP..................................................
24 50 7.0 TEST REP 0RT.................................................
t 51
8.0 REFERENCES
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APPENDIX 1 IMPELL TEST SPECIFICATION NUMBER 01-0210-1514........
52 I
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APPENDIX 2 TUGC0 DCA NUMBER 5106, REV. 9........................
86 APPEN0ix 3 RECORD OF DEVIATION..................................
1-9&
tsn TF-067
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P PROCEDURE No.
1903.23-1. Rev. O (IfP Corporate Consulting 5/9/86 2
M dL & Development Company. Ltd.
ISSUE DATE p3ag op I
PREPARED BY DATE
(
Resea'em Triange Parm NC 27709 APPROVED BY DATE 919-362 8800 PO Ba 12728 k
APPROVED BY DATE
{
TEST PROCEDURE QA REVEW BY DATE
.r --
l LIST OF FIGURES (Continued)
PAGE r
Figure 2.1 Ill ustration of Test Numbers la and 1b..............
13 I
Figure 2.2 Illustration of Test Numbers 2a through 2d, a n d 3a t h r o u g h 3d...................................
14 Figure 2.3 Illustration of Test Numbers 5a through 5d..........
15 f
Figure 2.4 Ill ustration of Test Numbers 6, 7, and 8............
16 Figure 4.1 Sample Static Test Load-Versus-Deflection Curve.....
21
[-
O Figure 6.1 Test Sample Number la: UNISTRUT P1651S Beam Cl amp Cycl i c Test i n the 1 Di rection................
25 t
Figure 6.2 Test Sample Number Ib: UNISTRUT P1651S Beam l
Clamp Cyclic Test in the 2 Direction................
26 r
Figure 6.3 Test Sample Number 2a-12: UNISTRUT P2785 Beam k
Clamp Static Test in the 1 Direction with a
{.
12 -i n c h Mome n t Arm..................................
27 Figure 6.4 Test Sample Number 2b-12: UNISTRUT P2785 Beam g
Clamp Static Test in the 2 Direction with a 12-inch Moment Arm..................................
28
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Figure 6.5 Test Sample Number 2c-12: UNISTRUT P2785 Beam Clamp Static Test in the 3 Direction with a
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12 -i n c h Mome nt Arm..................................
29 L
Figure 6.6 Test Sample Number 2d-12: UNISTRUT P2785 Beam Clamp Static Test in the -3 Direction with a 12-i n c h Mome n t Arm..................................
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Corporate Consulting PROCEDURE No.
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87
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sER & Development Company, Ltd.
ESUE DATE or PREPARED BY DATE nesea :a Tnan;pe Dam NC 27709 e
919-362 8800 oO B0 12?2E j
APPROVED BY DATE I
TEST PROCEDURE OA REVEW BY DATE
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E LIST OF FIGURES (Continued)
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Figure 6.7 Test Sample Number 2a-24: UNISTRUT P2785 Beam Clamp Static Test in the 1 Direction with a 24-inch Moment Arm..................................
31 Figure 6.8 Test Sample Number 2b-24: UNISTRUT P2785 Beam f
Clamp Static Test in the 2 Direction with a i
24 -i n c h Mome n t Arm..................................
32 L
I Figure 6.9 Test Sample Number 2c-24: UNISTRUT P2785 Beam Clamp Static Test in the 3 Direction with a 2 4 -i n c h Mome n t A rm..................................
33 I
F Figure 6.10 Test Sample Number 2d-24: UNISTRUT P2785 Beam
[
Clamp Static Test in the -3 Direction with a 1
24 -i n ch Momen t Arm..................................
34 Figure 6.11 Test Sample Number 3a-12: UNISTRUT P2786 Beam Clamp Static Test in the 1 Direction with a 12 -i n ch Mo me n t Arm..................................
35 I
Figure 6.12 Test Sample Number 3b-12: UNISTRUT P2786 Beam I'
Clamp Static Test in the 2 Direction with a 12-i n c h Mome n t A rm..................................
36
(.
Figure 6.13 Test Sample Number 3c-12: UNISTRUT P2786 Beam
~
Clamp Static Test in the 3 Direction with a f
12 -i n c h Mome n t A rm..................................
37 f
Figure 6.14 Test Sample Number 3d-12: UNISTRUT P2786 Beam Clamp Static Test in the -3 Direction with a 12-i n c h Mome nt A rm..................................
38 t
i Figure 6.15 Test Sample Number 3a-24: UNISTRUT P2786 Beam Clamp Static Test in the 1 Direction with a 2
24 -i nc h Mome n t Arm..................................
39 Figure 6.16 Test Sample Number 3b-24: UNISTRUT P2786 Beam O
j Clamp Static Test in the 2 Direction with a 24-inch Moment Arm..................................
40 1
5 nau
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1903.23-1, ReV. O PROCEDURE No.
1 "3 #'
Corporate Consulting 5/9/86 4
87 p,gg or fNG
& Development Company, Ltd.
ESUE DATE PREPARED BY DATE Resea-Cn Tr.ange Pa'm NC 27709 APPROVED BY DATE
- C 89 12'26 919 362-8800
}-
APPROVED BY DATE f
TEST PROCEDURE oA REVEW BY DATE 1=
LIST OF FIGURES (Concluded) t
?
PAGE Figure 6.17 Test Sample Number 3c-24: UNISTRUT P2786 Beam
?
Clamp Static Test in the 3 Direction with a
'(
24-inch Moment Arm..................................
41 Figure 6.18 Test Sample Number 3d-24: UNISTRUT P2786 Beam Clamp Static Test in the -3 Direction with a i
2 4 -i n c h Mome n t A rm..................................
42 Figure 6.19 Test Sample Number Sa: Appleton PC-200-RA Beam Cl amp Stati c Test i n the 1 Di recti on................
43 Figure 6.20 Test Sample Number Sb: Appleton PC-200-RA Beam t
Cl amp St ati c Test i n the 2 Di recti on................
44
?
l Figure 6.21 Test Sample Number Sc: Appleton PC-200-RA Beam p
Clamp Static Test in the 3 Direction................
45 Figure 6.22 Test Sample Number 5d: Appleton PC-200-RA Beam Clamp Static Test in the -3 Direction...............
46
[
Figure 6.23 Test Sample Number 6: UNISTRUT P2546 Cantilever g
Hanger Static Test in the Weak Di rection............
47 Figure 6.24 Test Sample Number 7: UNISTRUT P1026 Cantilever
- j Hanger Static Test in the Weak Direction............
48 t[
Figure 6.25 Test Sample Number 8:
UNISTRUT P2546/P2348 Cantilever Hanger Static Test in the W ea k Di r e c t i o n......................................
49 t
i s
1
. TF 067
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?r O'4 PROCEDURE No.
1903.23-1. Rev. 0 4i Corporate Consulting h[d
& & Development Company, Ltd.
ESUE DATE 5/9/86 Pace 5 or 87 r
PREPARED BY DATE Aesea ce Triange Park NC 27709 APPROVED BY DATE 919 362 8800 PO Esa12*26 i
APPROVED BY DATE I
TEST PROCEDURE QA REVEW BY DATE i
i i
LIST OF TABLES
}
(
PAGE Table 2.1 Surrrn a ry o f Te s t s...........................,,,,,,,,,,,
11 g
f.
Table 4.1 Sample Load-Versus-Defl ecti on Tabl e...................
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O 1903.23-1, Rev. O PROCEDURE No.
ff Corporate Consulting 6
87 nd & Developmant Company, Ltd.
ESUE DATE 5/9/86 pacs.
07 PREPARED BY DATE Resea*ce Tsange Parn NC 27709 919 362 8800 p o B:> 12728 APPROVED BY DATE TEST PROCEDURE oA REvsw BY DATE p
h
1.0 INTRODUCTION
l This test procedure describes the requirements for static and l
cyclic testing of beam clamps and UNISTRUT* hangers used to support Train C conduit for Texas Utilities Generating Company (TUGCO) at Comanche Peak Steam Electric Station (CPSES) in Glen Rose, Texas.
h.
Testing will be performed at the laboratory facilities of CCL I
Laboratories, Inc. (CCL) near Research Triangle Park, North Carolina. Testing shall be in accordance witn the Impell Corporation Specification Number 01-0210-1514, Revision 0, 1
Specification for Testing Beam Clamps and UNISTRUT Hangers I
(Reference 1), included as Appendix 1, TUGC0's Design Change k
Authorization concerning installation of Train C conduit (Reference 2), included as Appendix 2, and this test procedure.
The test program will be performed in accordance with the f
procedures and instr.ictions of CCL's Quality Assurance (QA) program. This fully documented QA program complies with the applicable requirements of ANSI N45.2-1972,10CFR50 Appendix B, and 10CFR21.
6 i
1.1 Test Program Contents This test program consists of the following tests:
Description Type of Test UNISTRUT P1651S beam clamp Cyclic i
UNISTRUT P2785 and P2786 beam clamps Static Static Appleton PC-200-RA beam clamp UNISTRUT P2546 welded foot hanger Static UNISTRUT P1026 hanger fittings Static UNISTRUT P2546 welded foot hanger Static with P2348 fittings t-b RF-nn?
E 1903.23-1, Rev. 0 PROCEDURE No.
Corporate Consulting 5/9/86 7
[m
& Development Company, Ltd.
aSSUE DATE p,gg OF PREPARED BY DATE Aesta*ce Triange Park NC 27709
- C B:.12'22 919-362 8800 APPROVED BY DATE l
APPROVID BY DATE
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TEST PROCEDURE OA REVEW BY DATE
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r 1.2 Personnel Certification All personnel assigned to this test program will be certified as qualified for the tasks assigned.
Personnel certification is 4
achieved through personnel education level, vocational training,
[
and practical experience as outlined in CCL Operating Procedure I
(0P)02-002.
P 1.3 Test Monitor
[
The appointed and approved test monitor, who serves as an extension to the QA Department, shall ensure that all tests are properly t
}
executed in accordance with the requirements and procedures
[
specified herein and CCL OP 10-002.
{
1.4 Test Equipment and System Calibration
[
All test equipment and instruments used during this test program I
will have a decal affixed to indicate the next calibration due 4
date. All calibrated devices used are calibrated in accordance with CCL OP 12-001 and have calibrations traceable to the National
[
Bureau of Standards.
}
[
1.5 Deviations in Test Procedures During the course of the overall test program, it may become i
l necessary to deviate from the procedures specified herein. Reasons f
for deviations include but are not limited to:
increased accuracy of data modifications to boundary conditions o
additional data (or less data) is required e
O s,
caanses ia ethodoioer
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changes in test specimen configuration and hardware L
TF067 t
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1903.23-1, Rev. 0 PROCEDURE No.
- n..f5 #f Corporate Consulting ESUE DATE 5/9/86 pace 8 or 87
[ dCLh & Development Company, Ltd.
f PREPARED BY DATE F
Aesea c9 Tr. angle Park NC 27709 po B3 12'28 e
919-362 8800
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APPROVED BY DATE g
TEST PROCEDURE QA REVEW BY DATE lp --
j.
When the need for deviations arises, the form shown in Appendix 3 will be completed and filed in the project file. Signatures from h
appropriate CCL and Impell personnel will be required prior to proceeding with the stated changes. All deviations will be fully documented in the final test report.
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PROCEDURE No.
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I PREPARED BY DATE Aesea*c" Tr'ange Park NC 27709 APPROVED BY DATE 919 362-8800 8 C 6:s 12'28 APPROVED BY DATE f
TEST PROCEDURE oA REvew BY DATE
!=
{
2.0 TEST ITEMS Table 2.1 summarizes the test items in this program. The following sections describe the test setups.
h 2.1 UNISTRUT P16515 Beam Clamp Cyclic Tests I
Figure 2.1 illustrates test numbers la and Ib. The beam clamps will be subjected to cyclic loads in each of the two horizontal g
I directions indicated in the figure.
l The cyclic load will be delivered under deflection control. The threaded rod end will be cycled through an Impell-specified deflection.
Each test will continue for either 100 cycles or until failure occurs in the test sample. Examples of failure are separation of the beam clamp from the wide-flange support i
structure, fracture of the threaded rod, or fracture of the clamp r
at the threaded hole where the threaded rod mates with the clamp.
2.2 UNISTRUT P2785 and P2786 Beam Clamp Static Tests f
Figure 2.2 illustrates test numbers 2a through 2d, and 3a through 3d. The beam clamps will be subjected to static loads in the f
directions indicated in the figure and Table 2.1.
I j
The static load will be placed on each test sample and increased l
gradually. Load will be continually increased until failure
{
occurs. Examples of failure are separation of the beam clamp from j
the wide-flange support structure or deformations exceeding 12 inches.
i f
I i.
1903.23-1, Rev. 0 I
PROCEDURE No.
Corporate Consulting 5/9/86 PACE 10 or
[ d f [23L & Development Company Ltd.
87 ESUE DATE
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PREPARED BY.
DATE j
[
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Aesea cn Triangie Pa'k NC 27709 APPROVED BY DATE 919-362-8800 l
P C 8:= 12'2E DATE_.
APPROVED BY DAre TEST PROCEDURE on REvcw eY I
[
2.3 Appleton PC-200-RA Conduit Clamp Static Tests The conduit
}
Figure 2.3 illustrates test numbers 5a through 5d.
b clamps will be subjected to static loads in the directions I
indicated in the figure and Table 2.1.
I The static load will be placed on each test sample and increased t
gradually. Load will be continually increased until failure An example of f ailure is separation of the beam clamp from 5
occurs.
the wide-flange support structure.
k 2.4 Cantilever Hanger Static Tests These are Figure 2.4 illustrates test samples 6, 7, and 8.
concrete-mounted supports that are to be loaded in the direction of
{
the weak axis of the cantilevered UNISTRUT channel.
I The static load will be placed on each test sample and increased I
Load will be continually increased until failure gradually.
Examples of failure are pull-out of the attachment bolts, occurs.
fracture of the weld or fitting at the base connect'on, fracture of
[
UNISTRUT hardware at the channel attachment, and fracture of the UNISTRUT channel lips.
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1903.23-1, Rev. O PROCEDURE No.
p d,'n[GL & Development Company, Ltd.
[S4 Corporate Consulting C'
II 07 ESUE DATE 5/9/86 PAGE oF
[
PREPARED BY DATE Aesea :n Tr,ange Park NC 27709 L
APPROVED BY DATE I
PC B:n 12728 e
919-362-8800 k
APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE I
t Table 2.1 Sumary of Tests E
l l
l l
f ll 1
j l
Number Test l Type of I Di rection I of l Number Test Item l Test I
of Load l Tests Type of Attachment l
l 1
l I
I l
l la UNISTRUT Cyclic 1
3 To 4-inch wide flange
[
l P1651S l
l I
i Ib UNISTRUT l Cyclic 2
3 To 4-inch wide flange P1651S l
l O
2a UNISTRUT Static 1
6 To 4-inch wide flange, P2785 holding UNISTRUT P1000
[
(pair) channel I
2b UNISTRUT Static l
2 6
To 4-inch wide flange, P2785 I
holding UNISTRUT P1000 (pair) l channel g
i 2c UNISTRUT Static 3
6 To 4-inch wide flange, P2785 holding UNISTRUT P1000 (pai r) l channel 2d UNISTRUT l Static
-3 6
To 4-inch wide flange, i
P2785 l
holding UNISTRUT P1000 (pair)
I channel 3a UNISTRUT Static 1
1 6
To 4-inch wide flange, P2786 holding UNISTRUT P5500 (pair) or P5000 channel 3b UNISTRUT Static 2
6 To 4-inch wide flange, P2786 l
l holding UNISTRUT P5500 (pair) or P5000 channel 3c UNISTRUT Static 3
6 To 4-inch wide flange, P2786 holding UNISTRUT P5E00 (pair) or P5000 channel (Continued)
L TF-067
O 1903.23-1, Rev. 0 PROCEDURE No.
,4 [ 1 & Development Company. Ltd.
Corporate Consulting
[
ne.
ESUE DATE 5/9/86 pact 12 or 87
. [
PREPARED BY DATE Aeua :a Tr.ang:e Park NC 27709 APPROVED BY DATE 919-362 8800 F
pC E:n 12'2e APPROVED BY DATE I
TEST PROCEDURE QA REVEW BY DATE
?=
b Table 2.1 Summary of Tests I
l l
l Number i Test Type of l Direction 1 of I humber l Test Item Test of Load Tests Type of Attachment 1
\\
I I
I
[
l 3d UNISTRUT Static
-3 6
To 4-inch wide flange, P2786 I
holding UNISTRUT P5500
[
l i
l (pair) or P5000 channel l
I i
Sa Appleton Static 1
3 To 4-inch wide flange, I
PC-200-RA l
holding 2 inch conduit L
Sb Appleton 1 Static 2
3
' To 4-inch wide flange,
[
PC-200-RA l
holding 2 inch conduit I
l Static l 3
1 3
To 4-inch wide flange, l Sc Appleton I
lPC-200-RA l
holding 2 inch conduit E,
I Sd Appleton Static
-3 3
To 4-inch wide flange, PC-200-RA l holding 2 inch conduit I
I
' 6 UNISTRUT Static Lateral 3
Attached to concrete i
P2546
- (Weak with 3/8-inch diameter I
l Direction)
HILTI* bolts with I
l 2-inch embedment p
l 7
UNISTRUT Static Lateral 3
Attached to concrete P1026 (weak I with 3/8-inch diameter direction)
HILTI bolts with 2-inch embedment i
8 UNISTRUT Static Lateral 3
Attached to concrete
{i I
P2546/2348 (weak with 3/8-inch diameter L
I direction)
HILTI bolts with
[
l 2-inch embedment l
1 (Concluded)
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O 1903.23-1, Rev. O PROCEDURE No.
M[
Corporate Consulting M
13 U
5/9/86 pgag or nG@i & Development Company. Ltd.
ESUE DATE Y
DATE mes+a : Tr.ang'e Para NC 27709 APPROVED BY DATE E:.'2'20 e
919 362 8800 APPROVED BY DATE TEST PROCEDURE oA REysw ey
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i Figure 2.1 Illustration of Test flumbers la and Ib O
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1903.23-1, Rev. O PRoCEDUREte.
f /8 8I Corporate Consulting ESUE DATE 5/9/86 PAGE I4 07 F gtM. M & Development Company, Ltd.
oF PREPARED BY DATE Resea cm Tr.amg'e Park NC 27709 APPROVED BY DATE 919-362-8800 8 C 5:n 12'26 APPROVED BY DATE TEST PROCEDURE oA REVEW BY DATE h=
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sawD "U" BOLT NCLUDED i
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P2785 & P2786 7
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l Figure 2.2 Illustration of Test Numbers 2a through 2d, and 3a through 3d O
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TF067
I 1903.23-1, Rev. O PROCEDURE No.
f,43L8[
Corpcrate Consulting 5/9/86 paag 15 87 Or
& Development Company. Ltd.
ESUE DATE gsE PREPARED BY DATE Resea ca Tr.aagte Parm NC 27709 DATE APPROVED BY 919-362-8600 P O Bd 12'28 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE r
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t Figure 2.3 Illustration of Test Numbers 5a through 5d i
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1903.23-1. Rev. O i dMM & Development Company. Ltd.
sSUE DATE 5/9/86 PAGE 16 OF 87 PREPARED BY DATE Resea cm Tr ange Parm NC 27709 APPROVED BY DATE 919 362-8800 a C B: 12'28 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE
=
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Test Sample Number 6 l
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l Test Sample Number 7 L
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>--V Test Sample Number 8 Figure 2.4 Illustration of Test t! umbers 6, 7, and 8 O
TF-067
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1903.23-1, Rev. 0 PROCEDURE No.
Corporate Consulting L
17 07
& Development Company. Ltd.
sSUE DATE 5/9/86 PAGE OF r
PREPARED BY DATE Resea cn Tr.angre Park NC 27709 g
APPROVED BY DATE g19 362 8800 L
p g g;,977pg APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE r-i 3.0 TEST FIXTURING T,he following sections describe the fixturing required for the test samples.
3.1 Fixturing for Beam Clamps I
The items associated with test numbers la, Ib, 2a through 2d, 3a through 3d, and 5a through 5d require attachment to a wide-flange (WF) beam. The beam section will be 4 inches deep, up to 18 inches long (as required to perform a specific test), and stiffened on the Oi ends to iah4 bit torsioa ano fiexure of the wF sectioa. Tais beem section will be attached to a rigid test fixture to complete the required setup.
I 3.2 Fixturing for Cantilever Hangers The items associated with test numbers 6, 7, and 8 will be attached i
to concrete blocks with HILTI bolts to simulate typical as-installed conditions with UNISTRUT P1000 channel headers. The HILTI bolts will be 3/8-inch diameter and 2-3/4 inches long, installed to an embedment of 2 inches.
L The bolts will be installed in reinforced concrete blocks fabricated by TUGC0 at CPSES. Each block is fabricated in accordance with TUGC0 Drawing Number FSC-0905, Revision 2, and TUGC0 concrete mix and placement procedures. Additional t
information concerning the concrete blocks is contained in CCL's L
Conduit Clamp Test Procedure (Reference 3).
O I
TF-067
P 1903*23-1' Rev* 0 3
- P Corporate Consulting PROCEDURE No.
h
. L 's
& Development Company, Ltd.
ISSUE DATE 5/9/86 pacg 18 or 87 a
PREPARED BY DATE
(
Aeser:m Tr.ange pa k NC 27709 l
p C g3,12'2e e
919-362 8800 APPROVED BY DATE t
TEST PROCEDURE oA REvew BY DATE ti=
1 I
The bolt holes for each HILTI bolt will be drilled and marked prlor f
to installation of any bolts. The installed center-to-center and edge distances will be recorded and verified to be in accordance with the requirements of TUGCO's HILTI Bolt Installation Procedure f
(Reference 4).
t The HILTI bolts will be set and torqued in accordance with Section I
3.1.4 of Reference 4.
The date and time of torquing will be i
j recorded to document the point at which bolt relaxation starts.
't Testing of HILTI bolts will not commence until each bolt has
[
relaxed for a minimum of 48 hours5.555556e-4 days <br />0.0133 hours <br />7.936508e-5 weeks <br />1.8264e-5 months <br />. The basis for this relaxation
(
period is documented in Section 9.0 of CCL's Conduit Clamp Test Report (Reference 5).
t 1
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e 1903.23-1, Rev. 0 PROCEDURE No.
[ f' fI Corporate Consulting 5/9/86 pace 19 or 87
,; d 6:Lb & Development Company, Ltd.
sSUE DATE PREPARED BY DATE f,
Reserca Tr,any pa'a NC 27709 APPROVED BY DATE 919-362 8800 f
PC B:=12'2E APPROVED BY DATE f[
TEST PROCEDURE on REvew BY DATE I
t,=
4.0 INSTRUMENTATION
[
The static and cyclic loads will be applied by hydraulic l-cylinder. The test data, consisting of forces and deflections, j
will be measured with force transducers (load cells) and linear j
variable differential transducers (LVDT's) or linear f
potentiometers. Displacements will be measured in the direction of load application.
l The static test data will be collected and recorded using CCL's Of persaaei computer-8esed dete ecauisition sistem cec-DAS). Ciciic f
test data will also be collected and recorded with the PC-DAS;
[
however, a strip chart recorder will also be employed to directly record the test results.
I
{
Table 4.1 presents a sample data table for presentation of load-(
versus-deflection data. Figure 4.1 presents a sample static test load-versus-deflection curve.
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1903.23-1, Rev. O 4 [ zK & Development Company Ltd.
Ii Corporate Consulting PROCEDURE No.
f 1cLa ESUE DATE 5/9/86 20 87 PAGE or Reses*Cm Triange Park NC 27709 l
Po B:s 12'28 e
919-362 8800 APPROVED BY DATE APPROVED BY DATE f
TEST PROCEDURE QA REVEW BY DATE
=
~ As \\DefasTmaledC2tA3108.Petse 0.0000 030th h3430 Current sete as Fes $8-OS*19e*
O.0000 0.0030 0.0e16 Current tame ae 53:Ses43.39 0.0000 0.0010 0,043r.
0.0000
- 0. Ce000 0.0430 S
- AD boa 0.0000 0.0020
- 0. M 16 5
- AD be*
0.0000 0.0020 0,0e36
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2 "AD ba*
~30 0409 0.0020 0.0410 5
- AD be*
- 10.0409 0.0030 0.ne 6
- 0. 00rge O.0040 0.0686 I
- AD cn*
O. 00(na 0.0040 0,0430 3
- AD cn *
- 0. 0(c0 0.00 0 0.oeto 4
- AD Cn*
0.0000 0.0060 0.0410 f,
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'AD cn*
- 0. CKoD C. C#s 70 0.0430
- 0. OC40 0.00e0 0.068e S.Onn000E+0n
- rate
- 0.On00 0.0100 0.04:o 2.00000(4*00
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- O.0006 0.0110 0.08:3 S.00nOOCE*00
- rate" 0.0000 0.0120 0.0s:3 g
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- 0.000n 0.040 0.0.io 5.00n00((+00
- rate" O. 00W.
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- 0.0000 0.0130 0.os:t S.000000E+00
- rate
- 0.0000 0.0200 0.00 1 2.000000E*00
- rate
- 0.0000 0.0:30 0.002 O.0000 C.0261 C.no:3 2
"AD gain c' O.OOOO 0.6303 0.06 6 6
8
- AD Gaan c 0.0000 0.0043 0.3026 a
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- AD Gaan c a 0.0000 0.0393 0.0e:3
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- AD Gaan c=
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- AD ofes*
30.04^9 0.0543 0.1006 0.000000E+00
- AD offs" 30.122e 0.06e1 0.3476 0.000D00E+00
- AD odds
- 40.8438 0.0832 0.32:3 0.000000E+00
- AD offs
- Sc.2047 0.0912 0.3238 j
SO.2047 C.1022 0.3436 8.004094E*03
- AD scale
- 70.2066 0 3202 0.1947 8.002024E+00
- AD scale" e0.327S 0.3473 0.2462 2.0520CoE+00 "AD scale 100.4094 0.3734 0.2257 a
8.004094E+03
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- 180.4503 0.3944 0.2073
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130.S322 0 2314 0.2660 i
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- 140.5732 0.2363 0.307e
- CCL 1903.11*
150.4841 0.244S 0.207 FORCE *
- DISPLACCE NT* *D!aPLACEN NT*
160.6*50 0.2515 0.307e LD$.**
INCE S**
INCHES
- 160 6350 0.2575 0.3079
-10.0409 0.0000 0.0616 170.6960 0.2625 0.3200
-80.0409 0.0000 0.0616 830.7369 0.2675 0.3499
=20.0409 0.0000 0.0616 830.7369 0.2735 0.307e f
-10.0A09 0.0000 0.0205 190.7779 0 2764 0.34ee
-80.0409 0.0000 0.0480 190.777e 0.2006 0.3233 C.0000 0.0000 C.0686 200.eIse O.2046 0.3e*4
-40.0409 0.0000 C.0e86 200.e1se O.2076 0.32s3
=80.0409 0.0000 0.0686 210.e597 0.2916 0.3297
-80.0409 0.0000 0.0205 230.eS97 0.2946 0.3694
-80.0409 0.0000 0.0616 230.eS97 0.2966 0.3e*4
-tO.0409 0.0000 C.0205 220.9007 C.3036 0.3e99 0.0000 0.0000 0.04 0 220.9007 0.3046 0.34ee
-3O.0409 C.0000 0.0410 230.9456 0.3084 0.3899
-80.0409 0.0000 0.0616 230.9436 0.3306 0.3e*9
-80.0409 0.0000 0.0616 230.9456 0.3334 0.34ee
=80.0409 0.0000 0.0205 230.9456 0.3156 0.3e*9 0.0000 0.0000 0.0410 230.9436 0.3176 0.3694
-10.0409 0.0000 0.0410 240.9325 0.3206 e.39*9
-80.0409 0.0000 0.0686 240.9325
. e.3227 0.3694 4.0000 0.0000 0.0430 240.9323 e.3247 9.3694 L
- le.0409 a.nnnn n.naen 340.9325 8.32S7 e.4804 L
240.9e:S e.3247 e se94 240. 9eM A.3777 m.4ena Table 4.1 Sample Load-Versus-Deflection Table Ov j
TF-067
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1903.23-1, Rev. 0
,4 I Corporate Consulting PROCEDURE No.
MC1N & Development Company Ltd.
5/9/86 21 U
ISSUE DATE p3ag or PREPARED BY DATE Resea ce Tr.ang'e Para NC 27709 APPROVED BY DATE P O Ben 12'2B 919 362-8800 APPROVED BY DATE L
TEST PROCEDURE or Revew Bf DATE
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t-O 1903.23-1, Rev. O PROCEDURE No.
mbletAL & Development Company, Ltd.
S4 Corporate Consulting 22 or 87 5/9/86 PAGE I
sSUE DATE Resea cm Triange park NC 27709 APPROVED BY DATE PC Bo 12729 919 362 880C APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE
=
5.0 TEST SEQUENCE Each test sample will be assembled in acordance with the e
figures in Section 6 and fastened to the applicable test fixture.
Where applicable HILTI bolts will be torqued and allowed to e
l relax in accordance with Section 3.2.
Load application fixturing will be attached for the direction e
to be tested.
The test configuration and sample number will be identified on e
f a note card, and the setup will be photographed.
Pertinent information required for the test file will be e
manually recorded or keyed into the computer, where applicable. This information will include, as a minimum:
Test sample identification number l
Instrumentation list Test date i.
Person conducting the test I
Critical dimensions relating to displacement measurement locations Test monitor reviews will be performed as required by the test e
monitor 109 e
The PC-DAS will be initiated for the test and a data file created.
Test samples will be tested in accordance with Sections 2.1 e
through 2.4 as applicable.
A photograph will be taken after failure to document the mode e
and extent of failure.
i i
TF-067 3
i 2
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- f 4P Corporate Consulting 1903.23-1, Rev. O PROCEDURE No.
23 or 87 ESUE DATE 5/9/86 pact I NNel & Development Company, Ltd.
PREPARED BY DATE r
Aesea ca T'angie Parm NC 27709 APPROVED BY DATE 919-362 8800 p C 6:n 12'28 APPROVED BY DATE TEST PROCEDURE ox REvew BY DATE I=
6 The test data will be stored on the r;;agnetic disk file and a e
hard copy will be printed for inclusion in the sample file p
folder.
The master test monitor log entry of time, date, and general e
test results will be made.
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1903.23-1, Rev. O PROCEDURE No.
S#I Corporate Consulting 24 87 Idub L & Development Company. Ltd.
ESUE DATE 5/9/86 PAGE or PREPARED BY DATE Aesea en Treange Park NC 27709 APPROVED BY DATE pC 63 12'28 919 362 8800 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE
,=
6.0 TEST SETUP The following figures will serve as test sample assembly figures.
l i
L O
l 6
I I
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B TF-067 E
O O
O p
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PIh5IS BEAM CLAMP 4
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- =
MMMMO
,E Cyclic Test in the 1 Direction U
o i
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! /C 4P Corporate Consulting PROCEDURE No.
1903.23-1, Rev. 0
'4C!LM & Development Company. Ltd.
ESUE DATE 5/9/86 26 87 p3ag 07 PREPARED BY DATE Aesea ce Triang'e Park NC 27709 I
PO Sc.12'28 e
919-362 8800 APPROVED BY DATE APPROVED BY DATE TEST PROCEDURE oA REVEW BY DATE
=
r VY4 TEST FIXTURE h
3 U
5 PIL l_
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(
=
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=
E 24'
=
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Figure 6.2 Test Sample Number Ib: UNISTRUT P16515 Beam Clamp Cyclic Test in the 2 Direction (a3 TF-067
--e-
1903.23-1, Rev. O OF 8.N I Corporate Consulting PROCEDURE No.
87 5/9/86 p3cgl9 or KdEL
& Development Company, Ltd.
issue DATE NC 27709 Resea ca. Triangte Par a APPROVED BY DATE PO B: 12728 e
919 362 880 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE
=
Plo00 CHANNEL FlxTURE n1 LVDT OR LINEAR at POTENTIOMETER,AS REQUldED P.'.985 BEAM ph' CLAMP (TTP A
P' p
l B
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HYORAULIC CYLINDER n oz*4 LOAD CELL ATTACHMENT FITTING
= DIRECTION OF PULL Z
Z O
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2-UNISTRUT P2765 BEAM CLAMPS, WCLUDING U-BOLT HARDWARE YlEW A A f.A-lNCHES OF UNISTRUT RCOO CHANNEL Figure 6.3 Test Sample Number 2a-12: UNISTRUT P2785 Beain Clamp Static Test in the 1 Direction with a l
12-inch Moment Arm O
TR)67 mind I
@Nf Corpcrate Consulting PROCEDURE No.
1903.23-1, Rev. O gh4GL & Development Company. Ltd.
ISSUE DATE 5/9/86 PAGE 28 or87 PREPARED BY DATE Aesea c5 T.amge Pstn NC 27709 P O B:n 12728 e
919-362-8800 APPROVED BY DATE APPROVED BY DATE TEST PROCEDURE OA Revew BY DATE
=
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p
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l t
TF-067
r i
k,4 [
4 Corporate Consulting PROCEDURE No.
1903.23-1, Rev. O M4A & Development Company. Ltd.
ESUE DATE 5/9/86 PAGE 29 of-87 PREPARED BY DATE Aesea*cn Tnange Parm NC 27709 PO Bom 12728 e
919-362 8800 APPROVED BY DATE APPROVED BY DATE TEST PROCEDURE or REvew BY DATE LVDT OR LKE:S WIDE TLANGE 1"
=
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1s-INCHEG or LAVISTRUT PM CHANNfL m
//#7 Figure 6.5 Test Sample Number 2c-12: UNISTRUT P2785 Beam Clamp Static Test in the 3 Direction with a 12-inch Moment Arm 1
O TF-067 M
O 1903.23-1, Rev. 0 PROCEDURE No.
/* # I Corporate Consulting sSUE DATE 5/9/86 PAGE30 or 87
' kNM & Development Company. Ltd.
PREPARED BY DATE I
Resea n Tnangle Park NC 27709 APPROVED BY DATE 919 362-8800 PO Boa 12728 APPROVED BY DATE TEST PROCEDURE oA REvew BY DATe
=
LVDT oR LINEAR WIDE FLAN 6E i*
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m
/////
(
Figure 6.6 Test Sample Number 2d-12: UNISTRUT P2785 Beam Clamp Static Test in the -3 Direction with a 12-inch Moment Arm O
l TF-067
n 1903.23-1, Rev. O U
M,8 4 Id6 & Development Company, Ltd.
PROCEDURE No.
Corporate Consulting 5/9/86 31 87 p3ag or SSUE DATE PREPARED BY DATE Aesea en Triange Dark NC 27709 APPROVED BY DATE 919 362 8820 P O B::= 12'26 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE
=
PICOO CHANNEL w4 TEbT LVOT OR LINEAR FlxTURE POTENTIOMETER,AS REQUlHED P 786 SEAM CLAMP (TrF H
/r:
f l
G E 6 A
lHYORAULIC CYLINDER 24 LOAD CELL ATTACHMENT FITTING
= DIRECTION OF PULL
_I 4-1 I
RfLL (W M ATFRIAL%
-n N
2 UNISTRUT P2765 BEAM CLAMPS, INCLUDING U-BOLT HARDWARE VIEW A A
- 40. INCHES OF UNISTRUT PIOCD CHANNEL Figwee 6.7 Test Sample Number 2a-24: UNISTRUT P2785 Beam Clamp Static Test in the 1 Direction with a 24-inch Moment Arm O
TF 067 aw
fd 4[
Corporate Consulting PROCEDURE No.
1903.23-1, Rev. 0
(;3Cah & Development Company. Ltd.
ISSUE DATE 5/9/86 PAGE32 or 87 PREPARED BY DATE Aesea en Tr.angie Park NC 277C9 APPROVED BY DATE P C Sci 12728 919 362-8800 APPROVED BY DATE TEST PROCEDURE oA REvew BY DATE
=
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I-40"lG P/ coo VAUTMt/r CHewEl.
24"
=
=
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view A -A Figure 6.8 Test Sample Number 2b-24: UNISTRUT P2785 Beam Clamp Static Test in the 2 Direction with a 24-inch Moment Arm O
TF-067
l PROCEDURE No.
1903.23-1, Rev. O 8
Corporate Consulting a
& Development Company, Ltd.
rBE DATE 5/9/86 PAGE 33 or 87 PREPARED BY DATE Aesea c5 Triangle Para NC 27709 APPROVED BY DATE PO Bom 12728 919 362-8800 APPROVED BY DATE TEST PROCEDURE oA REVEW BY DATE
=
=
POTEM TDOuiTU 2A "
=
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/////
Figure 6.9 Test Sample Number 2c-24: UNISTRUT P2785 Beam Clamp Static Test in the 3 Direction with a 24-inch Moment Arm O
l TF-067 aw
1903.23-1, Rev. O PROCEDURE No.
4 #
Corporate Consulting g,o[C & Development Company. Ltd.
ESUE DATE 5/9/86 PAGE 34 or 87 PREPARED BY DATE
=,m :
r a ;e Pa NC 27709 APPROVED BY DATE e
919 362-8830 9.,
- ;S APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE
=
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=
=
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40-INCnEG or UN) STRUT R003 CHANNEL
/////
Figure 6.10 Test Sample Number 2d-24: UNISTRUT P2785 Beam Clamp Static Test in the -3 Direction with a 24-inch Moment Arm O
M7 m
'9o3 23-2 ae o
""oceo" e ~ -
O e"I co<no<ete comseit'ao ESUE DATE 5/9/86 PAGE LOF 87 d,hidLM & Development Company. Ltd.
PREPARED BY DATE Resea en Triange Parm NC 27709 APPROVED BY DATE P C B:s 12728 919-362 8800 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE
=
PSSOO CHANNEL fkTU LVDT Oil LINEAR a
POTENTIOMETER,AS REQJidED v
F.*.78to SLAM CLAMP (TrP p.
i R
3 f ^
er:
I
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[ HYDRAULIC CYLINDER q=4 LOAD CELL ATTACHMENT FlTTlA/G
=- DIRECTION OF PULL 2
25 O'
A A
I I
ntLLofMatrRw A
" N 2 UNISTRUT P276(o BEAM CLAMPS, INCLUDING U-BOLT HAR0 WARE view A. A E61NCHES OF UNISTRUT P5500 CHANNEL Figure 6.11 Test Sample Number 3a-12: UNISTRUT P2786 Beam Clamp Static Test in the 1 Direction with a 12-inch Moment Arm O
TF-067 m
1903.23-1, Rev. O Q
ffP Corporate Consulting PROCEDURE No.
5/9/86 36 U
hiiLM'1
& Development Company, Ltd.
ESUE DATE PAGE 07 Aesea cm Tr.amge park NC 27709 P C 5:> 12'28 919-362-8800 APPROVED BY DATE APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE
~
f WAf 7;E;Tr 11XTURE I
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1903.23-1, Rev. O PROCEDURE No.
<4[
Corporate Consulting 5/9/86 pAag37 or 87 w5.CM & Development Company Ltd.
ISSUE DATE PREPARED BY DATE Aesea t" Te aap>* Pa'* NC 27700 APPROVED BY DATE P C E:. *2'26 919 362-8B00 APPROVED BY DATE TEST PROCEDURE oA REvew BY DATE
=
=
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CYLlhlDER DIRECTICN OF PULL BILL OF MATERIALS 2-UNISTRUT P278to BEAM CLAMP.S 2s-IAICHEG OF UNISTi107 PS500 CHANNEL m
/////
Figure 6.13 Test Sample Number 3c-12: UNISTRUT P2786 Beam Clanp Static Test in the 3 Direction with a 12-inch Moment Arm O
TF-067
V 1903.23-1, Rev. 0 PROCEDURE No.
< 4,I Corporate Consulting 5/9/86 38 or 87 PAGE
(%C%d & Development Company Ltd.
issOE DATE PREPARED BY DATE Resta :- Tr angte Pa'a NC 27709 o
919-362 8800
- C 9:,t-2E APPROVED BY DATE TEST PROCEDURE cA REvew By DATE
=
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VIEW A-A H YDRAL*LIC CYLIMDER DIAECTION TthL USH BILL 0F MATER!ALS 2-UNISTRUT P278to BEAM CLAMP 3 18-INCHEG OF UNISTir0T PSSCO CHANNEL
/////
Figure 6.14 Test Sample Number 3d-12: UNISTRUT P2786 Beam Clamp Static Test in the -3 Direction with a 12-inch Moment Arm O
TF-067
PROCEDURE No.
1903.23-1. Rev. O 64$
Corporate Consulting NCL 8 Development Company, Ltd.
ISSUE DATE 5/9/86 PAGE 39 or 87 PREPARED BY DATE Aesea ca Tr.aa;'e Park NC 27709 APPROVED BY DATE o
919 362-8800 DC 5:n 12'2E APPROVED BY DATE TEST PROCEDURE oA REVEW BY DATE
=
PSSOO CHANNEL FlxTURE nt LVDT OR LINEAR POTENTIOME TER,AS REDU)HLD l'
CLAMP (TYR
/r
//
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= DIRECTION OF PULL z
S A
l l
Al81 OF M ATFRIAL%
N 2-UNISTRUT P276/o BEAM CLAMPS, MICLUDING U-BOLT HARDWARE VIEW A A
- 49. INCHES OF UNISTRUT Ps500 CHAMMEL l
f Figure 6.15 Test Sample Number 3a-24: UNISTRUT P2786 Beam l
Clamp Static Test in the 1 Direction with a 24-inch Moment Arm l
O 1
i TF-067 L
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$ G O
Clamp Static Test in the 2 Direction with a s
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,e 1903.23-1, Rev. 0 PROCEDURE No.
<f[
Corporate Consulting 41 or 87 5/9/86 p3ag L-C41M & Development Company, Ltd.
ISSUE DATE PREPARED BY DATE Aesea :a Tr.aagte Pa a Nc 277C9 APPROVED BY DATE e
919 362 8200 D C E:i '2 28 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE
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=
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/ ///
Figure 6.17 Test Sample Number 3c-24:
UNISTRUT P2786 Beam Clamp Static Test in the 3 Direction with a 24-inch Moment Arm O
TF-067
1903.23-1, Rev. O O
"I f [21 & Development Company, Ltd.
PROCEDURE No.
Corporate Consulting 5/9/86 p4cg 42 or 87 ISSUE DATE nn.
PREPARED BY DATE Aesea en Tr.a"gie Para NC 27709 DATE APPROVED BY 919 362 8800 pC 6:.12 26 APPROVED BY DATE TEST PROCEDURE oA REvew BY DATE r
LVDT OA LINEAR POTE k' TIO'.1E3 Ei 40"
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/////
Figure 6.18 Test Sample Number 3d-24: UNISTRUT P2786 Beam Clamp Static Test in the -3 Direction with a 24-inch Moment Arm O
TF-067
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Clamp Static Test in the 3 Direction 7-T
W PROCEDURE No.
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< 4 Corporate Consulting 5/9/86
(
dc.[M & Development Company, Ltd.
ISSUE DATE PAGE OF PREPARED BY DATE Resea :* Tr.aag:e Pa
- NC 27709 APPROVED BY DATE 919 362-8800 8 C E:. *2'2P DATE APPROVED BY DATE TEST PROCEDURE QA REVEW BY LVDT OR
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UNISTRUT P2546 Cantilever 3>333 Mm m m y
m Hanger Static Test in the Weak Ofrection 0.'
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1903.23-1, ReV. O PROCEDURE No.
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.4 4 I Corporate Consulting 5/9/86 PAGE b7 40 OF ISSUE DATE g*c.h & Development Company, Ltd.
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RV 1903.23-1, Rev. O O
w=[= a oeveioomeat Compaav. tie.
f: 4 Corporate Consulting PROCEDURE No.
esue oA1e s/9/88 e,oe 0 or 5
87 PREPARED BY DATE Resea c9 Tria9ge Park NC 27709 APPROVED BY DATE 919-362-8800 oC B:n12722 APPROVED BY DATE TEST PROCEDURE oA REVIEW BY DATE
=
7.0 TEST REPORT A test report, signed by a registered professional engineer, will be published for the items tested in accordance with this procedure.
The test report will include, as a minimum, the following information:
Test fixture end loading apparatus descriptions e
Test instrumentation descriptions e
e Load-versus-deflection curves A sumary of yield (where identifiable) and maximum loads and e
corresponding deflections O
Discussion of test resuits. in=iudins the number of cycies e
sustained in test numbers.la and Ib.
Pre-and post-test specimen photographs, including test e
apparatus Descripilon of corrective actions or anomalies occurring e
during the test program.
O TF-067
4 F
1 1903.23-1, Rev. 0 PROCEDURE No.
Corporate Consulting 5/9/86 pgag or 4 4 [A & Development Company, Ltd.
51 87 k
ISSUE DATE g!cL PREPARED BY DATE Aesta9 Tr.amgie Parn NC 27709 APPROVED BY DATE 919-362 8800
- 9
- .12?22 APPROVED BY DATE f
TEST PROCEDURE QA REVEW BY DATE
=
l
8.0 REFERENCES
1.
Impell Corporation Report Nunoer 01-0210-1514, Revision 0, dated April 22, 1986, Specification for Testing Beam Clamps i
and UNISTRUT Hangers.
2.
Comanche Peak Steam Electric Station (CPSES) Design Change Authorization (DCA) Number 5106, Revision 9, dated January 3, 1983.
3.
Corporate Consulting and Development Company, Ltd. Test Procedure Nuniber 1903.07-1, Revision 3, dated November 8, 1985, Test Procedure for Conduit Systems Design Adequacy Program; Component Testing of Conduit Clamps for Comanche Peak
~N Steam Electric Station.
)
(V 4.
Brown & Root, Inc. Procedure Number CEI-20, Revision 9, dated Decemb~er 16, 1983, Including Document Change Notice (DCN)
Numbers 1 and 2, Installation of HILTI Drilled-In Bolts.
5.
Corporate Consulting and Development Company, Ltd. Report Number A-699-85, dated December 17, 1985, Conduit Clamp Test Report, Phase 1 for Texas Utilities Generating Company.
O mm
1 3.23-1, Rev. 0 PROCEDURE No.
52 U
kc4I Corporate Consulting 5/9/86 p3ag 07 ESUE DATE
,ge.h & Development Company, Ltd.
-DATE PREPARED BY DATE Aesea :- Tnangie Park NC 27709 APPROVED BY 919-362-8800 DATE 5:.'- 29 APPROVED BY DATE CA REVEW BY_
TEST PROCEDURE c
Aeeenotx 1 O
IMPELL TEST SPECIFICATION NUMBER 01-0210-1514 i
i
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l I
O 1
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' ~ - - ~ - ~ - - -.
1903.23-1, Rev. O 4,4 [
Corporate Consulting PROCEDURE No.
gna & Development Company, Ltd.
ESUE DATE 5/9/86 pace 53 or 87 O
^
Aesea ce Tna9;'e Park NC 27709 8C E:.'2'28 919 362 8800 APPROVED BY DATE APPROVED BY DATE TEST PROCEDURE 04 Revew BY DATE l
=
SPECIFICATION FOR TESTING K AM CLAfr5 ANO UNISTRUT MANGERS Prepared for:
Texas Utilities Generating Company O
P. O. Box 1002 Glen Rose, Texas 76043 Prepared by:
Impe11 Corporation 350 Lennon Lane Walnut Creek, California 94598 Impe11 Report No. 01-0210-1514 Revision 0 April 1986 O
TF-067 A
1903.23-1, Rev. O PROCEDURE No.
<4I Corporate Consulting 5/9/86 54 87 dNeEL & Development Company, Ltd.
p3ag or ESUE DATE PREPARED BY DATE Aesea c-Tr.aag'e Para NC 277C9 APPROVED BY DATE e
919-362 8200 P C g;.12'28 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE
=-
IMPELL CORPORATION REPORT APPROVAL COVER SHEET Texas Utilities Generating Company Client:
Project:
Train C Conduit Job haaber: 0210-052-1355 Report
Title:
Specification for Testing Beam Clamos and Unistrut Hangers 1
Report haaber: 01-0210-1514 Rev.
O The work described in this Report was performed in accordance with the Impe11 Quality l
Assurance Program. The signatures below verify the accuracy of this Report and its compliance with applicable quality assurance requirements.
Prepared By:
O/w Date kZ L [84 I'
Reviewed By:
b9e Date: 4/ 2 L /84 Date:
.32/M Approved By:
-, w REVISION RECORO Rev.
Approval No.
Prepared Reviewed Approved Date Revision l
0 nau - -----
M W
~
1903.23-1, Rev. O PROCEDURE No.
l 54[
Corporate Consulting 5/9/86 55 M
ISSUE DATE PAGE or s%CM & Development Company, Ltd.
PREPARED BY DATE
' rk NC 27709 DATE Aesea :- Tr.a -
APPROVED BY 919 362 8800 8 C 6:= '- 25 DATE APPROVED BY TEST PROCEDURE QA REVEW BY DATE g-TABLE OF CONTENTS Page
1.0 INTRODUCTION
1 -l 2.0 SCOPE OF WORK 2-1 3.0 TEST SPECIENS 3-I 4.0 TEST PROCEDURES 4-1 5.0 TEST REPORT 5-1 6.0 PUCHASER SUPPLIED ITEMS 6-1 7.0 QUALITY ASSURANCE REQUIREENTS 7-1 s.O REFERENCES 8-l Table Figures O
Impe11 Report 01-0210-1514 Revision 0
1903.23-1, ReV. O PROCEDURE No.
iC 4 f 5'S'85 e oe 55 or 87 O N{d Corporate Consulting a oeveiooment comaaav. 'te-
'ssue o Te PREPARED BY DATE Aesea :9 Tr, ave Pa'= NC 27709 APPROVED BY DATE 919 362 8800 80 5:.'2'2B APPROVED BY DATE TEST PROCEDURE o^ Revew BY DATe
)
'=
1.0 Ilmt000CT10u This specification outlines the reoufrements for testing of beam clamps and UNISTRUT hangers for Comanche Peak Steam Electric Station. These tests shall provide the necessary information for assessing the design adequacy of these components.
Tests will be provided to detemine the behavior of the following types of clamps and hangers:
1.
UNISTRUT P16515 beam clamp 2.
UNISTRUT P2785 and P2786 beam clamps 3.
Appleton PC-200-RA beam clamp 4.
UNISTRUT P2546 welded foot hanger 5.
UNISTRUT P1026 hanger fittings 6.
UNISTRUT 2546 welded foot hanger wita P2348 fittings The objective of these tests are as follows:
1.
Detemine the suitability for cyclic loading of a P16515 beam clamp.
2.
Detemine the monotonic capacities for P2785 and P2786 been clamp pairs.
3.
Detamine the monotonic capacities for single Appleton PC-200-RA beam clamps.
4.
Detemine the nowtonic capacity in the conduit longitudinal direction of: a P2546 welded foot hanger; a hanger consisting of P1026 fittings attached to a P1001 member; a P2546 welded foot hanger with a pair of P2348 fittings.
O 11 Impe11 seport 01-0210-1514 Revision 0 TF-067
g.
f' I
i 1903.23-1' Rev* 0 PROCEDURE No.
OI Corporate Consulting 5/9/86 U
gy (
O 3.h & Development Company, Ltd.
ESUE DATE p,gg 4:
PREPARED BY DATE f
Aesea :a Tr.a*g'e Para NC 27709 APPROVED BY DATE 919 362 8800
- C 5:.12'28 e
APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE Ir 2.0 SCtFE F WORK i
The Testing Laboratory shall perfom the following tasks:
1.
Prepare detailed test procedures for all tests in accordance with the requirements of this specification.
2.
Fabricate all necessary test fixtures and provide l
test instrumentation to measure the response of the test specimens.
3.
Assemble test specimens from materials provided by purchaser, in accordance with the referenced O
procedures.
4.
Perfom the specified tests.
5.
Prepare a comprehensive schedule for performing and completing the specified tests.
6.
Prepare a test report that provides all measured and observed test results.
.l ilO 2-1 gape 11 Report 01-0210-1514 Revision 0 Tv an
1 1903.23-1, Rev. 0 PROCEDURE No.
<4P Corporate Consulting 5/9/86 58 U
ISSUE DATE pgag or
( ddM & Development Company. Ltd.
Aesea :a Tr.a99'e Pam NO 2*709 DATE APPROVED BY 919 362 8800
- C E:,'2'2E APPROVED BY DATE TEST PROCEDURE oA REVEW BY DATE 3.0 TEST SPECIIENS The test specimens shall consist of the following types:
1.
A single UNISTRUT P16515 beam clamp, as shown in the UNISTRUT rseneral Engineering Catalog (Ref.
5), will be mounted on a W4 section and fitted with a 24-inch length of one-half inch threaded rod.
2.
A set of UNISTRUT P2785 beam clamps, as shown in Ref. 5, will be mounted on a W4 section, and will be holding a P1000 channel of appropriato length.
3.
A set of UNISTRUT P2786 beam clamps, as shown in O-Ref. 5, will be holdirg a P5500 channel of appropriate length.
4 A single Appleton PC-200-RA beam clamp, as shown in Ref. 6, will be mounted on a W4 section, and
(
will be attached to 1-1/2 inch diameter conduit of appropriate length.
5.
A UNISTRUT P2546 welded foot henger will be connected to a P1000 header and attached to a reinforced concrete surface with two 3/8-inch diameter HILTI bolts that are embedded to a depth of two inches.
6.
UNISTRUT P1026 fittings will be attached to a P1001 channel member of 36-inch length and the fittings shall be connected to a P1000 header that is attached to a reinforced concrete surface with two 3/8-inch diamette HILTI bolts that are embedded to a depth of two-inches.
l 7.
A UNISTRUT P2546 welded foot hanger with a pair of P2348 wing shape fittings shall be attached to a reinforced concrete surface with two 3/8-inch diameter HILTI bolts that are embedded to a depth of two inches.
O 3-1 Impell Report 01-0210-1514 hvision 0 TF-067
~-
~
1903.23-1, Rev. O PROCEDURE No.
S 4I Corporate Consulting 5/9/86 PAGE 59 or 87 pd s'iaN& & Development Company, Ltd.
ISSUE DATE _
n sea :n Tr. angle Park NC 27709 DATE e
APPROVED BY 959-362 8800
- 5:. M 25 APPROVED BY DATE TEST PROCEDURE oA REVEW BY DATE s=
3.0 TEST SPECIDENS The W4 section to which a beam clamp is attached shall be no longer than 18-inches, shall be stiffened at the ends and shall be rigidly attached to the test fixture. The cantilever hanger (P2546 and P1026) and header may be attached to a rigid test fixture if the Test Laboratory can demonstrate that there is no significant difference when compared with the tested behavior of a hanger attached to concrete.
A listing of all test specimens is given in Table 1.
O O
Impell Report 01-0210-1514 Revision 0 TF-067
1903.23-1, Rev. O PROCEDURE No.
/2 4 P Corporate Consulting 5/9/86 60 87 dd6 & Development Company, Ltd.
ESUE DATE p3ag nr PREPARED BY DATE Aesea c" Tr>aagie Darm NC 27709 APPROVED BY DATE e
919 362 8800 PC 6: 12'2B APPROVED BY DATE TEST PROCEDURE OA REvew BY e4Te
=
4.0 TEST PROCEDURES The various test procedures are outlined below. The Purchaser reserves the right to alter the test program upon review of interim test results.
4.1 Beam Clamps 4.1.1 Cycite Suitability The P16515 beam clamp shall be subjected to cycles of load reversals in the horizontal directions shown in Figure 1.
The horizontal force applied at the end of the threaded rod shall be equal to or greater than the force necessary to yield the rod when deflected in that direction. The actual displacement shall be specified by the Purchaser. One hundred cycles of horizontal load shall be app 11ed in each direction.
O A new specimen shall be used f)r each direction of load. Moreover, there shall b<t three virgin samples for each direction. Cycling will be discontinued only if there is separation between clag ard besm.
All cycling shall be conducted at a rate of 1 Hertz or less.
4.1.2,Monotonic Capacity Clamp types P2785 and P2786 shall be similarly tested by a gradual application of load to the UNISTRUT channel in orme of the directions shown in Figure 2.
The tests will be conducted until failure (separation of clamp from beam or deformations exceeding 12 inches). Each direction of load will be tested sacerately and three new samples will be tested for each direction of load. For loading in the vertical direction, separate tests will be performed for vperds and for downwards load. Two separate loading locations shall be tested: 12 inches from the web of the beam.and 24 inches from the web.
Clamp type PC-200-RA shall be montonically tested by applying load to the conduit, as shown in Figure 3.
Separate tests will be conducted for the three loading directions indicated, and three samples shall be done in each direction.
4.2 Cantilever Hangers The three types of cantilever hangers shall be tested montonically to failure (loss of load carrying capacity or separation of members) in the direction shown in Figure 4 Ihree samples of each cant.ilever type shall be tested for the one direction of loading.
O 41 lapell Report 01-0210-1514 Revision 0 TF-067
1903.23-1, Rev. O PROCEDURE No.
44P Corporate Consulting 5/9/86 PAGE op 61 ESUE DATE Q
dc.#41ik & Development Company, Ltd.
Resea c9 Triangte Parm NC 27709 APPROVED BY DATE 9t 9-362-6800 8C 8:a'2'28 DATE e
APPROVED BY TEST PROCEDURE o^ Revew BY DATE
=-
4.0 TEST PROCEDURES 4.3 Test Data Monitoring App 1f 9d load and deflection in the loaded direction shall be continuously monitored. Care should be teen in that displacement measuring devices have sufficient range to measure the displacement at failure and that they have sufficient resolution te accurately define the load-deflection curve.
O f
l I
i O
J 42 Impe11 Report 01-0210-1514 j
tevision 0 l
TF167
^
W wm
1903.23-1, Rev. O PROCEDURE No.
<4I Corporate Consulting 5/9/86 e
U d1LNd & Development Company, Ltd.
ISSUE DATE p,gg or g
PREPARED BY DATE Aessr:- Tr.aagie Par. NC 27709 APPROVED BY DATE 919 362 8800
- C M.?2'25 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE
=
5.0 TEST REPORT Upon conclusion of testing a test report shall be prepared by the Testing Laboratory. The report shall contain, at a minimas, the following itses:
1.
A description of test fixture and loading apparatus.
2.
A description of instrumentation used to control and monitor test behavior.
3.
Load-deflection curves for each test.
4.
A stannary of ultimate, yield and maximum loads as well as yield and maximum displacements.
5.
A description of test procedures.
6.
A description of test results.
7.
Photographs of test specimens before and after testing.
8.
Photographs of the testing apparatus.
)
9.
Description of any anomalies, installation errors, or deviations free the stated test procedure.
I In addition, interin test reports will be required on en as-requested basis by the Purenaser, which shall consist of results to date.
O 6-1 Impe11 Report 01-0210-1514 Revision 0 TF-067 mw
1903.23-1, Rev. O PROCEDURE No.
44I 5/9/85 53 c, 87 O <*W~ Corporate Consulting oeveioomeat comaaav. 'te.
esue DATE Pace PREPARED BY DATE Aesea en Triangte Para NC 27709 APPROVED BY DATE 919 362-8800 PC 80,12729 APPROVED BY DATE TEST PROCEDURE oA Revew BY DATE
=
6.0 PURCHASER StFPLIED ITDtS The Purchaser shall supply all beam clamps, channel sections, conduit, fittings, welded foot hangers, and associated hardwart necessary for performing the tests. Tests items shall be verified by the Purchaser to be representative of that type of item found in Unit 1 of Comanche Peak Steam Electric Station.
O O
Impell Report 01-0210-1514 Revision 0 TF-067
1903.23-1, Rev* 0 PROCEDURE No.
64P Corporate Consulting 5/9/86 g
sSUE DATE pAgg OF giM4ML & Development Company, Ltd.
PREPARED BY DATE Aesea ::" Tnang'e Para NO 27709 DATE APPROVED BY e
919-362-8800 pC 5:.:2'28 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE
=
7.0 QUALITY ASSURANCE REQUIRDENTS The testing Laboratory shall establish and implement a quality asserance program which conforms to the applicable rules and standards as imposed by NRC,10 CFR 50 Appendix B and this specificatien.
The Testing Laboratory shall submit all installation and test procedures to TUGC0 for review and approval prior to implementation. This right of review and approval shall also extend to any changes made to the Testing Laboratory's quality assurance program and procedures during the course of work.
The Testing Laboratory shall not comence test until TUGC0 project approves the test procedure. TUGC0 O
reserves the right to witness all testing.
The Testing Laboratory shall provide right of access to his plant facilities, and records for inspection or audit purposes by TUGCO TUGCO's designated representative, or other authorized parties such as regulatory agencies.
The Testing Laboratory shall agree to stop work at the request of TUr.C0 or TUGCO's representative until resolution of ariy major quality assurance or quality control deficiencies.
The Testing Laboratory shall establish procedures to assure that all inspection tools, instruments, gauges and other measuring and testing devices are in calibration and traceable to the standards of the National Bureau of Standards. When inspection and testing equipment is found to be out of calibration, all items inspected, tested, or measured with that equ.psent since the latest valid calibration shall be considered unacceptable. Resolution of these cases shall be determined on a case-by-case basis.
O
}
7-1 Impe11 Report 01-0210-1514 Revision 0 TF-067
9P 1903.23-1, Rev. O PROCEDURE No.
I Corporate Consulting b/9/00 65 87 4,
Q
< inh & Development Company, Ltd. ESUE DATE PAGE or v.
PREPARED BY DATE Aesea ce Tr.am;'e para NC 27709 DATE APPROVED BY 919-362 B800 cc 5: '2'28 DATE e
APPROVED BY_
TEST PROCEDURE oA Revew BY oare
=
8.0 REFEREEES 1.
DCA 5106, Rev. 9 2.
CPP A-2142 3.
DCA-4693 4.
CPPA-4865 5.
UNISTRUT General Engineering Catgory. No.10R, 1984 6.
Appleton Catalog O
l I
I O
8-1 l
tape 11 Report 01-0210-1514 i
Revision 0 l
Tc_ne v
I I
1 1903.23-1, Rev. O f
PROCEDURE No.
48[
Corporate Consulting s/9/88 es 87 O
wi== a oeveiDomeat compeov. tte.
PAOe D,
. sue DA1E PREPARED BY DATE Aesea en Tnaagie Dark NC 27709 APPROVED BY DATE PO S a 12'28 919-362 8800 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE
=
Table 1 Susenary of Tests (75 Tests Total)
Test Item Loading Direction No. of
)
No.
Tested Type of Load Purpose Tests la P16515 Cyclic 1
Cyclic Suitability 3
lb P16515 Cyclic 2
Cyclic Suitability 3
2a P2785 Monotonic 1
Ultimate Capacity 6
2b P2785 Monotonic 2
Ultimate capacity 6
2c P2785 Monotonic 3
Ultimate Capacity 6
1 2d P2785 Monotonic
-3 Ultimate Capacity 6
3a P2786 Monotonic 1
Ultimate Capacity 6
3b P2786 Monotonic 2
Ultimate Capacity 6
O 3c P2786 Monotonic 3
Ultimate Capacity 6
3d P2786 Monotonic
-3 Ultimate Capacity 6
Se PC-200- M Monotonic 1
Ultimate Capacity 3
Sb PC-200-RA Monotonic 2
Ultimate Capacity 3
Sc PC-200-RA Monotonic 3
Ultimate Capacity 3
Sd PC-200-RA Monotonic
-3 Ultimate Capacity 3
6 P2546 Monotonic L
Ultimate Capacity 3
7 P1026 Monotonic L
Ultimate Capacity 3
8 P2546/2348 Monotonic L
Ultimate Capacity 3
Impe11 Report 01-0210-1514 Revision 0 O
TF067
f 1903.23-1, Rev. O PROCEDURE No.
e#f Corporate Consulting 585 67 or 87 O
- t<= ^ oeveioomeat comoear 'te.
e oe
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0 APPENDIX 2 TUGC0 DCA NUMBER 5106, REV. 9 O
N 67 A
1903.23-1, tv. O PROCEDURE No.
f3,4 [
Corporate Consulting 5/9/86 p,og or 72 87 Q
WL'CLM & Development Company. Ltd.
ssuE DATE 81esta ca Tr.ae;pe Para NC 27709 APPROVED BY DATE 919 362 8800 PC S:n 12'26 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE
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3.
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8".
3.
DE:AII3 Non. safety related conduits can be succorted according to tyDical details attached hereto. Construction shall refer to the owner's cuideline defined in CPDA-3417 to select areas where non-seismic conduit support can be installed in safety related structures.
1.?.5.8. & 9 are issued for clarification of notes as indicated.
REV.
Adds Containment B1dg. liner suopor'ts.
REY. 2:
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th. 11 of 13.
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REV. 6: Adds page 12 of 13.
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REV. 7: Adds page 13 of 13.
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January 3. 1983 5.
APP!qCNAI, SIGRM.
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Page 2 of 13 DCA 5106 Rev. 9 NOTES
- 1) SUPPORT DESIGN IS BASED ON EIGHT FT. (B'-0") SPACING FOR CONDUIT 3/4*d TO 1\\"d AND TEN FT. (10'-0") FOR 2"d AND LARGER.
- 2) WHERE BENDS OCCUR IN CONDUIT SUPPORT TO BE LOCATED FROM TANGENT 2'-6" (MAX.).
- 3) WHERE CONDUIT TERMINATES AT EQUIPMENT. JUNCTION BOX. ETC. THE SUPPORT SHALL BE LOCATED AT 3'-0" (MAX) FROM BOX OR EQUIP.
- 4) SUPPORT DETt.ILS SHOWN ARE SUGGESTED ONLY. DEVIATION BASED ON SOUND ENGINEERING AND CONSTRUCTION TECHNIQUES MAY BE ALLOWED.
INCLUDING BUT NOT LIMITED TO THE USE OF DETAILS AS SHOWN IN 5-910.
- 5) REFER TO CPPA-2142 TO VETERMINE 'HE AREA WHERE NON SEISMIC SUPPORTS FOR CONDUIT JUNCTION & PULL BOXES AND CONDULETS CAN BE USED.
- 6) HILTI KVIK BOLTS SHALL BE INSTALLED AS PER CIVIL ENG
R. PROCEDURE
CEl-20. INCLUDING THE MINIMUM EMBEDMENT REQUIREMENTS FOR THE BOLTS.
EMBEDMENTS SHOWN ELSEWHERE IN THIS DCA AF.E NOT MANDATORY. BUT ONLY SUGGESTED.
b) WHEN BOTH ENDS OF CONDUIT TERMINATE AT EQUIPMENT. JUNCTION B THE CONDUIT MAY SPAN A MAXIMUM _OF_3'.0."
WITHOUT ANY SUPPORT.
j
SHALL BE MAINTAINED PER NOTE 1. MEASURING THRU. THE FITTING.
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7F 1903.23-1, Rev. O PROCEDURE No.
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'O 4 !,M & Development Company, Ltd.
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=
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O APPENDIX 3 RECORD OF DEVIATION O
7F 1903.23-1, Rev. 0
<4I Corporate Consulting PROCEDURE No.
l r
5/9/86 87 87 ggs3La & Development Company, Ltd.
ESUE DATE PAGE OF PREPARED BY DATE Aesea en Tnangle Park NC 27709 i
APPROVED BY DATE e
919-362-8800 C e:.1I728 APPROVED BY DATE TEST PROCEDURE oA Revew BY DATe
=
Record of Deviation from Test Procedure Page of lest Procedure ho.
CCL Project ho.
I Client Date of Deviation
[
5ection of Procedure Affected Reason for Deviation:
' O
[l(Continuedonadditionalpeps)
Description of Deviation:
[l(Continuedonadditionalpages)
Prepared by:
Date Principal Test F.ngineer:
Date Project Manager:
Date CCL p Meneger:
Bete C11 eat Approvel:
Este
k 1
)
i i
1 APPENDIX B RECORDS OF DEVIATION FROM TEST PROCEDURE, NUfeERS 1 T 0
e.,.
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CONTROLLED DOCUMENT O
VD #IM ' CDP?
Record of Deviation from Test Procedur_e_
- 1 Page 1
of 1
Test Procedure No.
1903.23-01, Rev. O CCL Project No. 85-1903.23/24 Date of Deviation May 30, 1986 Client TUGC0 6.0 and Table E.1 Section of Procedure Affected Test numbers 2a-24 and 3a-24 will duplicate Reason for Deviation:
O l_l (Continued on additional pages)
Description'of Deviation:
Test numbers 2a-24 and 3a-24 are deleted.
Test numbers 2a-12 and 3a-12 adequately test the longitudinal strength capacity of UNISTRUT P2785 and P2186 beam clamps.
l(((Co.ntinuedonadditionalpages)
D[LN h b Date do& 6. h6L Prepared by:
Date ///sc
[ MY/7/6'bm Principal Test Engi e Q
Project Manager:
hjh Date Joap L i m 6[h
-[ h Date CCL QA Manager:
6/6 /8/-
Date Client Approval:
me CONTROd.ED DOCliinEkI
^D G r$ D if C D P ?
Record of Deviation from Test Procedure
- 2 Page 1
of 1
Test Procedure No.
1903.23-01, Rev. O CCL Project No. 85-1903.23/24 Date of Deviation May 30, 1986 TUGC0 Client _
6.0 Section of Procedure Affected TUGC0 did not ship nuts with the UNISTRUT P2786 Reason for Deviation:
beam clamps.
e
[j(Continuedonadditionalpages)
Nuts that normally are used with SUPERSTRUT Description of Deviation:
The U-501 beam clamps will be substituted for the missing nuts.
i SUPERSTRUT U-501 beam clamp nuts were supplied by TUGCO.
I El(Continuedonadditionalpages)
Mu% L%
Datejo4Ete,l>%
Prepared by:
[ M ////f b Date g/ ig/n Principal Test Eng eer J
/
%b__d Date _.lw 6. i 3 %
Project Manager:
{
6M(([
Date CCL QA Manager:
s-S[l[A (.
Date Client Approval:
v CON 7ii0iiE0 D000 MENT "10 # E T C @ ? ?
- 3 Record of Deviation from Test Procedure _
Page 1
of 1
Test Procedure No.
1903.23-01, Rev. O CCL Project No. 85-1903.23/24 Date of Deviation May 30, 1986 TUGC0 Client 5.0 Section of Procedure Affected TUGC0 Train C installation procedures do not Reason for Deviation:
l d
provide a specific torque requirement for installation of c amps an fittings.
l[l(Continuedonadditionalpages)
The torque values specified for UNISTRUT Description of Deviation:
hardware on page 29 of UNISTRUT General Engineering Catalog Num i
l will be used for clamp and fitting installation to maintain a nom na,
consistent assembly methodology.
l[j(Continuedonadditionalpages)
DateJoer..im Db 4 Prepared by:
Principal Test Engin
/ I r//Jf[
Date _c /4 /r6 Date _1 4 G O N CX h Project Manager:
d[6(([
Date CCL QA Manager:
6/6 /e[,
Date Client Approval:
v CON'R01.LE3 D000 MENT "D D # D il C D ? ?
f
- 3 Record of Deviation from Test Procedure _
Page 1
of 1
Test Procedure No.
1903.23-01, Rev. O CCL Project No. 85-1903.23/24 f
Date of Deviation May 30, 1986 J
TUGC0 Client 5.0 Section of Procedure Affected TUGC0 Train C installation procedures do not Reason for Deviation:
provide a specific torque requirement for installation of clamps and fittings.
i
)
h l[l (Continued on additional pages)
The torque values specified for UNISTRUT Description of Deviation:
hardware on page 29 of UNISTRUT General Engineering Catalog Number 10R will be used for clamp and fitting installation to maintain a nominal, consistent assembly methodology.
l-l (Continued on additional pages)
CNh b-Date M.h c itjg, Prepared by:
>:77 F [
Date _c /c /rs Principal Test Enginee Date 1o4 G, t 9N dhd Project Manager:
d/6[f"M Date CCL QA Manager:
Date J/6 /e S Client Approval:
CONTR0WED DOCuis' ST "D D If D if C D M o
Record of Deviation from Test Procedure
- 4 Page 1
of 1
Test Procedure No.
1903.23-01, Rev. O CCL Project No.
85-1903.23/24 Client TUGC0 Date of Deviation May 30, 1986 Section of Procedure Affected 6.0 Reason for Deviation:
Correction of a typographical error O
i I (coatiaueo oa ooitioa i Pases)
Description of Deviation: Figures 6.10 and 6.18 illustrate a 40-inch long moment arm that should be a 24-inch long moment arm.
l_l (Continued on additional pages)
Prepared by:
d>>d Date Jo M b.1984
[
/7/b'[m Date 6 / /gr, Principal Test Eng r
Project Manager: dwax y
Date 1,M c.i m O
CCL QA Manager:
,d Date 6//5 6/G [84 Client Approval:
Date
CON'R01ED DOCUMENT TC> IEOlI
@?
O I
Record of Deviation from Test Procedure
- 5 Page 1
of 4
Test Procedure No.
1903.23-01, Rev. O CCL Project No. 8E-1903.23/24 Client TUGC0 Date of Deviation May 30, 1986 Section of Procedure Affected 6.0 and Table 2.1 Reason for Deviation:
Chance in method of load application.
O ici(ContinuedonadditionalPases)
Description of Deviation:
Figures 6.23, 6.24, and 6.25 illustrate test configurations 6, 7, and 8.
Impell has requested that:
1.
The load be applied through 2-inch diameter conduit and a UNISTRUT P2558-20 clamp, and 2.
Longer HILTI bolts be used (4-inch minimum embedment) on test configurations 6 and 7.
The attached 3 figures provide updated test figures.
l]l(Continuedonadditionalpages)
Prepared by:
Abd Date304r(,,in Principal Test Engi
/// p b Date 4d /(4 Project Manager: M Date3 6 lh CCL QA Manager:
Date
[d Client Approval:
Date 6/G[d6
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- 6 O
Page 1
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Test Procedure No.
1903.23-01, Rev. O CCL Project No. 85-1903.23/24 Client TUGC0 Date of Deviation May 30, 1986 Section of Procedure Affected 6.0 and Table 2.1 Reason for Deviation: To perform additional tests.
l[l(Continuedonadditionalpages)
O oescriPtioa of Deviatioa:
Pioures s.11 throuoa s.18 iiiustrate test configuration numbers 3a-12 through 3d-12, and 3a-24 through 3d-24 (see Record of Deviation from Test Procedure #1 concerning the deletion of test configuration number 3a-24). These tests will be performed with 4JNISTRUT P5000 channel rather than the indicated P5500 channel.
l l[l(Continuedonadditionalpages)
Prepared by:
Mmk Date 3o44,,1986 Date
/I/d Principal Test Engin
[,M//?s [,%
Project Manager:
kh Date do 6.19P34, CCL QA Manager:
2 Date 6 f//S Client Approval:
d Date 6 [4 /9 G
C0rHROLLED D000 MENT
]
Record of Deviation from Test Procedure
- 7 Page 1
of 4
Test Procedure No.
1903.23-01, Rev. O CCL Project No.
85-1903.23/24 Client TUGC0 Date of Deviation May 30, 1986 Section of Procefure Affected 6.0 and Table 2.1 Reason for Deviation:
To perform additional tests.
l-l (Continued on additional pages)
O Description of Deviation:
Test configuration numbers 9a, 9b, and 9c have been added as static tests. The attached 3 figures illustrate the test configuration and the direction of loads to be applied.
l]l(Continuedonadditionalpages)
Prepared by:
Nhk Date 301- (,.19Br.
MM /J7p Date 4/4 /s'(-
Principal Test Eng er
/ f Project Manager: ME b
Date.30M 6.1986 CCL QA Manager:
.[
Date 4/dd/3 b/6/44 Client Approval:
Date m
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--- WTPl7
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Page 2 of 4
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- 8 Record of Deviation from Test Procedure Page 1
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Test Procedure No.
1903.23-01, Rev. O CCL Project No. 85-1903.23/24 Date of Deviation May 30, 1986 TUGC0 Citent 6.0 and Table 2.1 Section of Procedure Affected Reason for Deviation: To perform additional tests.
l l[l(Continuedonadditionalpages)
Q Record of Deviation from Test Procedure #6 Description of Deviation:
discussed the substitution of UNISTRUT P5000 channel for P5 figures 6.11 through 6.18 (test configuration numbers 3a-12 through 3d-12 i
The test shown in figure 6.13 will be run as-and 3a-24 through 3d-24).
is. The test number will be 10c-12.
l l[l (Continued on additional pages)
Date joJ; L 086 N(mY l
Prepared by:
[
/77@ b Date
/,/c/56 Principal Test Engi Mdm h Date juJr DB6 Project Manager:
f/r'4 FSA -*
o t-O cc' o^ " a ser:
G [6 /s6 Date Client Approval:
M, l
l L_-_ _ _ _ _ _
mr CONTROLLED DOCUMENT 3D #Glf 'CDe'7 0
Record of Deviation from Test Procedure
- 9 Page 1
of 3
Test Procedure No.
1903.23-01, Rev. O CCL Project No. 85-1903.23/24 Client TUGC0 Date of Deviation June 3, 1986 Section of Procedure Affected 6.0, Table 2.1, and Figure 2.2 Reason for Deviation: To perform additional tests.
i O
i_i (Coatiaueo oa additioaai Pases)
Description of Deviation:
Add test numbers lla and 11b as shown in the f
l following figures.
l l
i l7_l (Continued on additional pages)
Prepared by:
d% My Date la te L.i h 8
/7/9Im Date
<, I /ec Principal Test Eng r:
Date 3 Li9Rt Project Manager: Q1uu 4 Date [d4 O
CCL QA Manager:
(
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- 12. "
V.CE FLAN 5E
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CONTROLLED DOCUMENT j
RECEIVED r
DM JUN 26 1986 O
Record of Deviation from Test Procedure
- 10 l
Pag 9 1
of 3
Test Procedure No.
1903.23-01, Rev. O CCL Project No. 85-1903.23/24 client TUGC0 Date of Deviation June 19, 1986 j
Section of Procedure Affected 6.0 and Table 2.1 Reason for Deviation: To modify test setups and delete a test.
i O
i_i (Coat 4au d on addittoaai Pa9es)
Description of Deviation:
Figures 6.20 through 6.22 illustrate test configuration numbers 5b, Sc, and 5d. The test setups for configurations
{
j Sb and Sc are revised to obtain translational restraint stiffness rather than rotational restraint stiffness. Test configuration 5d is deleted i
since it would be a test of the conduit bearing strength against the W4 test fix'ture, and not involve the clamp. The attached two figures illustrate the revised test setups for configurations 5b and Sc.
l]l(Continuedonadditionalpages) 3 l
Prepared by: %b Date doJr LS. Itsy
///z22 s.
Date g->r -72 Principal Test En ne r:
Project Manager: ()
M Date duJrtCm)t8k 9 & n 2,~
Date au-/re O
cct on aaaa9er:
Date (a /z, /A6 Client Approval:
l
l RDTP #10 Page 2 of 3 W 9 W F11TURE g
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APPWTDK1 K-Zoo RA BEAM Cut #
O ELL OF MATERAL WLEToki E 200 PA BBR CLAMP LOAD CELL T LG; 7" DIA. COklDillT I
WBT OK, CIMEhR TLTENTTAMETER t.0CEED QM CTLIRDEL l
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l l
APPENDIX C TUGC0 CONCRETE PLACEMENT SUPNUtY TSG-13,916 4
9 I
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TEXAS UTILITIES GENERATING COMPANY P O BOX teet G17.N Rose. TEXAS 1880 0:
December 02, 1985 f
i 1
- erpo r a t e Consulting & Development Co.,
Ltd.
- o. Som 12728 l
' gesear ch Triangle Park. NC 27709
{
gfN.
R.
Keith McPherson 1
COMANCHE PEAK STEAM ELECTRIC STATION CONCRETE PLACEMENT
SUMMARY
COMPONENT TESTING OF CONDulT CLAMPS ear Mr. McPherson-gnelosed please find a copy of the Concrete Placement Summary for the f ollowing pours; a
pour No. 017-9810-119 dated 08-02-85 3
Pour No. 017-9810-121 dated 08-07-85 Pour No. 017-9810-129 dated 08-12-85 these pours are for the concrete test blocks which have been prev ious l y shipped to you.
Diesse calI me or S. Guha-Majumdar (est. 8928) If you need any \\
clar i f I ca t i on.
I S.
G.
McBee Lead Civil / Structural Engineer Conduit Design Adequacy I
(
IGM : SM.kms kasiesures ARMS (1L,1E) es:
l Roland Yow - CCL (1L)
Peter Chang (1L)
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F.g:flities Generating Company
,,':-e Peak Steam Electric Statien CONCRETE PLACEMENT
SUMMARY
OI"I-981O-/(9 Pour No.
p ( O'bI
~
Total Yds. Placed:
eW pt Used:
2.9A g
Slump Rg.(In.):_
_to pter(s): W4/b lTO Air Cont.Rg.5:8.7 to r ter(s):M-M -b ar
/
Temp. Rg.(F): kl to S
gs):_
Mix I.D.: J.N.
/6 N [
/
Unit Weight:
s den p T Dicot t.
.j " Ticxe:
Slumo Air Concrete Recar Acd Water y
No.
In.
Temo.
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Gals.
Remarks i4/ 6 3W 3.7 91 4H a,
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Date:
Cossache Peak Steam Electric Station 1961-83 Units 1 & 2 EST: Unit Weight of Fresh Concrete ASTM C-138. Instruction l'.o. QI-QP-11.1-13 T
~2~
MATERIAL DESCRIPTION:
DATE SAMPLED:
~2~ 3
[?
fb DATE TESTED:
MATERIAL SOURCES:
1 i
7*G8
~
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MEASURE WEIGHT (L55.) + COVER =
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FILLED MEASURE WEIGHT (LES.) + COVER =
4 c.
WEIGHT OF CONCRITE (LBS.)
d.
VOLUME OF MOLD (cu.f t.)
th__
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= UNIT WEIGHT
/
LB./CU.FT.
O TESTED BY wp CHECKED b
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- I 73038_ 9 5 8 d 9viSO#
, utilities Generating Company Page t of 1
.:.ne Peak Steam Electric Staticn CONCRETE PLACEMENT
SUMMARY
Pour No. 0 0 - C)C d - #7 1 g f 7-4 I Total Yds. Placed:
/d
..;:sent Used:
2 Slump Rg.(In.):
3 A tto _
t.
4 p ter(s): w rf tW M Air Cont.Rg.".:
41r% to sl*
,;.mter(s):% tf Shc Temp. Rg.(F):
..to s/*
L 's i f
- s):_
Mix I.D.:
13 2 Unit Weignt:
1418LST I
icxet Slump Air Concrete Recar Acd Water j
No.
In.
TemD.
Temo.
Gals.
Rec.a rk s (s4 319 4
S.O G1 Aa, usa 8 /s -
'%4m9 3%
4_s (o9 i
S/s m*
IA siW d+
21k l
l
, in
,,]
ii l
l I
i O
I l
I i
I I
p I
I I
I I
- I I
I i
I y
1.
I I
i-l
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I m
nI nI 4c I
J 1
l O"Id 4 y
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Utilities Cenerat(,, Co.
.T O )che Peak Steam Electric Station
~
Page i of 1
l cate
% ~r. L c -
i-pcRUE M M WEm0N
. Pour No. O l'I# IIO ~ I'd k
.:4 5,tpoent Used:
Mix 1.D. No.
1M
'!E exe i
p tar (s)'MM E W o M
.M eneter(s)-
M. G h s
' 7.
M
. _... Q sp(s)
L4tE
, -g
~
.:c Tickat slump Air Concrete Rebar Add Water Remarks so.
No.
In.
5 Temp.
Temp.
Gals.,
,4 (oliAT9 4
E.O b'T l> -
de Y t w dY.i....
u tot \\wi 3%
44 (oS '
% w&.S$.
v b'
wl4 w( *< '
al s -
_. y L.
.)
- w AJ
^~
.$j e
u
).
.q
..~.ne. i 1
-Q g.
- t. -
- g
, b-.
CONCRETE CT1.INDER TEST DATA 4 t Agg.
Coarse Agg.
Total H2O on Ticket Air Temp.
Total Air
-.e M
j PS f ig@ f jgg i
C L #F 7 C 1/20z.
'{
r E W 8atch Hour Sampled a ther Plant i Sample i Spic.Taken By:
llhM-y
\\
\\q $
j ;d I s320 PM
~
Moisture ' Content Time Batched.
I ble Taken At:
., 2 Setting intral Mixer C Forms CIPt.of Of scharge yO gg9
[$
.A m
m b.
'.kff.
o' Placing Pump Bucket f
O l
8
% uggies Seit / Chute IkSPECTOR/ TECHNICIAN
' : * ^ - - - - :-- -
r-p p,y, -
000009 O
Texas Utilities Generating Co.
Date:
Comanche Peak Steam Electric Station 1981-83 Units 1 & 2 TEST: Unit height of Fresh Concrete. ASTM C-138. Instruction No. QI-QP-11.1-13
~ 7' C MIERIAL DESCRIPTION:
DATE SAMPLED:
DATE TESTED: h' a.
MEASURE VEIGHT (LBS.) + COVER =
b.
FILLED MEASURE WEICHT (LBS.) + COVER =
Os c.
WEICHT OF CONCRETE (LBS.)
s d.
VOLUME OF MOLD (cu.f t.)
f f=UNITWEIGHT
/
,[
LB./CU.FT.
e.
IESTED B ddh >/4 ~2 3 QiECKED BY:
^g4 b
CONTROL NO.
M
~
Scale
/b Measure
{
m L flQ 41 x
TUGC0 La5ratchpervisor/ Designee l
' O Form 11.1-13 1.v.
7-
.-. c,m.g ;ug 3
n.:J.2 i 1 -J a
s.
gd
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(S,0w"/\\,
Dat
pgaK STEAas E LECTRIC STATION
/
m 7-w o-/.2/
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0,57
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Q lT' M0=
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.,Ec,,ED Qu,G. Sn E..n.
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- 4
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.=
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hh f
p f
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7g(- T/Al h f heb Y.
h $ /- llAl
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$* h S Ao $O k granzas OATDsLQ40 TICKET 800.
SAesPLE TANDs AT:
[
C.T d'noo 0F PLACmG O u O suo=7 0 TE S=E:
Ou.
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... ten.,
CO,.C. TE=.
m.u
- -.S a m1 racTE g.7_ g ;3zg Ar g
S N',,,
sg or emIIIsG AT userT wt af!K LA SPECmEle TAKEN ST SPEQAIO8 CAST ST Af#
Ti'26"U..
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sv 60 l g asEASuRE.D avg 3A OATE CA P*ED Ties E DATE teAI.LOAO Coeur =u 4
T M OF 04ECKED BleE M
)
DA DN IN CAM'E D AT TESTED TESTED LB.
STRENGTM gy gy b
h>
$.Y$ Y Y.
ONO h'N*$b $3f00 b$
s8 5 %%rn s+x! wa ow t-w-num wo B K M
K 3 % $ Y s.9 91 s A d W o *W7 2-10-8s?b eo 30** SS S6" SH.
74 7 h i h.cos L w Qw
, z. << r 3-N-gste ne &
rda 6he O,
76 7 via!4.mo
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.m g-a -rs %,x rm w e h FtV-rdire 3$80 E;L0 919 OfA 76 7 D#d b s-eer 93>3 aso 1A 22 %2-son T su- @
ys3 9-4-tr N$5m 5D20 V V 86
.2f $$8s-5 oso 74 & @
ass' 9 <(-f.CN!co52 m Q Q ly W( 8 Tiest STaipptD REassauts
&u-r-M-tt va = Se,--
me a emu s CURIN G CONTROL TEST RESULTS FOR 28 OAT BREAK LASAAATORY CumED CTuss0Ents)
PIELD CumED CTLes0EfES STREmGTw (PStJ ICI STRENGTH (P.S il fel I
f b) rd) k t ici.ini. ies.<ai.
P
=
. m.<ni. :.
se0TE: tu aeovt eeJST BE EDUAL 70 Oft GREATER TMaas O SS; OR (2) Ae0VE adEED NOT EXCEED THE DESisse STREssGTM 37 asomE TwaN S00 PSI EYDe Tee 0USM Teet Oles CalTEnsose 15 as07 aeET.
dm
$ aso_ h T ( W g
aso pg7s( W3 p 3 day PREpaaED gY CKG ST O
3see(3340ee asacepet at0LD 100 b'OI I *I'"
me4 Jeg 047 peEPaAED 37 OIECRED BY l
2.e 0 y he$ M N$hwaoa CE
%,., _ Y,
,.,A,-
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4 I M Cf"{'N " '- 5 N.9 p p, g y*
jd4 4/t?-01 TUGC0 LA4, p mviSOA
F" 77I '
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i
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k ia fI.M!i--(.ow a 2. c s-if, it t 2,c n-1-8fb7<tc Chc 60c M Ni6 r(,,fM'L ocS k-2 3; W sin to 2-ff (uovo 5'~lich b MG 6LEN-(,.eio tad oM lo-2-K ii,w 59.%MG% @v--
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$ dA l
et a rive semia.cl armasus a ?-E-8[7 'b 5
.Sx*ctmeas me M~
ENgarecer As t;ue sT~~
s CURIN G CONTROL TEST RESULTS FOR 25 oar BREAK L.samaroer CustCD Crume0ER 1 FIELo Cunfo Crues0EIG srmthorM (P s I.)
(C)
STRENGrM (P.s il 8 01 f bl l
'd)
L (al+(bl - (cl+(dle 2.
pl + (b) + 2
- Brort (u.a0vt entsr SE touat 10 Om eftt.rta rM e 0.83: OR (2). Sort estto ar0r gxCEE. rME DEssG8s BrRENGrM SY es0RE TN.as SCO PSI CYOf rMOUSM rME 0.SS CatrERe0 8 18 teor aftv.
4.___
MF I M2.
M/M
&* ar racauco,,2b.7 wc 22 cm,
es no wf2 105, Q
^w"us.0.,
c,..=
a W ' ; '- ' "-
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00nnt us Utilities Generating Company Page
) oft
- ,,ge Peak Steam Electric Station CONCRETE PLACEMENT
SUMMARY
Pour No. c/7-islo-i29 g:_g.,7 -t f Total Yds. Placed: #
ypnt Used:
ymmeter(s):or,ia c o Slump Rg.(In.): M to
.,1A
,.eter(s): *9 6 3%4-Air Cont.Rg.5: fel to JA
-:,s ):
T.4(4 Temp. Rg.(F): bM d' k to Mix I.D.:
132-Unit Weight:
/W,0 4 Ei Ticket Slump Air Concrete Rebar Add Water i
I No.
In.
Temo.
Temo.
Gals.
Remarks l 64294 4
S.1 La 4
~t*
A Y4 me'
,[
A
,a
.t.
~4 l
.'4 5I I
~
l l
Ol i 3
b 4
V L
4L__.
E AL sL C
vL t
V p
[
\\(
sf Y
V V
lmw.,. h,
/MC-E h N 'N O.hg ksf TUGC0 Lao Su W isor/ Designee Inspector / Technician > ;
i
- i. ! ;
i I
000013 O
"/2-Texas Utilities Generating Co.
Date:
Comanche Peak Steam Electric Station 1981-83 Units 1 & 2 TEST: Unic Weight of Fresh Concrete, AS12t C-138. Instruction No. QI-QP-11.1-13
~[b MTERIAL DESCRIPTION:
DATE SAMPLED:
-N-5' MTERIAL SOURCES:
DATE TESTED:
a.
HEASURE WEIGHT (LBS.) + COVER =
b.
FILLED MEASURE WEIGHT (LES.) + COVER =
c.
WEIGHT OF CONCRETE (LBS.)
/
e d.
VOLUME OF NOLD (cu.ft.)
f[h f=UNITWEIGHT
/
h LB./CU.FT.
e.
TESTED BY:
- , QlECKED B M id
/
/
/
CONTROL NO.
M7~E - / hb Scale
-(([
Measure v.
>~ $ -d/
TUGC0 Laborator dirvisor/ Designee O
Form 11.1-13 i
e
""~~'.
j p..
{,",
~
I
('
T: nqp" Utilities Generat(., Co.
~
'[.:he Peak Steam Electric Station Page
\\
of \\
- Dae,
.+,,- n -
..=
o II-
~
pcRETE Pt.ACDtENT INSPECT 1DN
. Pour llo. O L.D.3 D U - I d
- i-
- K Mix 1.D. No.
G1
' IQ gpent Used
-.one p tar (s) 0 74 *
'..' ' M m
~E
~
g.7,ter(s)-
'l f M M
...g
~
p(s)
(cu4
-g Tickch slimp Air Concrete Rebar Add Water Remarks
.et is.
No.'
In.
5 Temp.
Temp.
Gals.
_g 0
WMf Y
Ef (oY e/M
//*-
VM
,w N t>
\\
el+
yk
\\
w j x.l.; a
?.:nnq l
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l
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1
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V J
d Jr 4
'4.Q;
-M CDMCRETE CYt.INDER TEST DATA
[:. M h 43 Coarse Agg.
Total H28 on Ticket Air Temp.
Total Air 4
~2!F j HDf G 7 to i g79 i
9 8F 3 7' 1/2cr.
'.{
4 r/Satch Hour Sampled Weather Plant i Sample i Spic.Taken By:
jh8 I34 8 W
l M
d it Taken At:
Moisture Content Time Batched
,]
Setting p
g 4*al Mizer C"3 Forms Ci!Wh.of Discharge 2, O f 32 l PM
?)
A m
~W
~
'd%,.
$8 of Placing Pump Bocket seit 'Cate
.a.'
O<sessies he NSPECTOR/ TECHttlCIAtt 13 p -,.- -,,.. -m n n. p N 3, y o
000015 0.YE 1staaSTEAnd spew ELECTlWC STATION
\\
on-wo-m 0
CTL. SET 40
/
fs+4' t*
/ 8f S A ~~/
I i
TOTAL waTEnfeaTOs TY9E OF Cuansey M 0 FJ C. A M 0C A faJ tsorST FA 2
2 9 7 V Las Ne W W 30un 76'L. G7 20=
0 on
$f'
^""
CDsENT / Cu VD w20 A00CD M 0/CresENT RATS 0 Ase Cu TOTAL SPEC 1F1EO DESMim STWENGTM 2
{,,",',
, 385~
- 9. 3 Oz. 87 F/d # esi 2.[ 0 vs
.7T77 Las O
sal.
Ducass ACmentTustE amar SIZE CA OFm4Tl ERA-3/9f 3 RAND OF As# OffnassimG AcastrTunt SRAND d'G-kWNT TYPEh23sDiT sit 4 04 y
' natt CA.
SP WI CA.
SCRJRCE F.A.
F. 94. EA PtsCNESS a'ms ri p, A.
Qt-Tr^> Tof e2.LY Tu-Tr+' Tof'
- 2. &.2-2%
.ag y esases taTCH Loa 0 TIOET As0 SasspLE TAses AT:
h C T.
~
Aia Tos, co C. Tos.
32.s.
O.Ou, 75%.EATE. der gr.
&V 4'
hinco0F sua ET 0.TE SA tED 8LAcasG g-a-w
-a-E as or estrasG af user?.7 CU. FT MIX La MCasase TAstEN ST SPEOasps CAST F asm
/3s*L OS$o2Ne-bo ~I/M LI' 9 [ k E 0
.ED
/VY0If tm
.stm av..A 0.TE CA E.
. ATE u.o m a
,,cs, c= T= 0, 3.C,.
antas ma see IN CApsE D BY TESTED TESTED Lt.
STREssGTM gy y,
HA 3 k.3-U (,.oic ve<4d %c owo 3-/S-ss' se ~, - 2no %9 N
- 9ff, ilb 3 WN-Ce*M s-us-u %%3 ao 8-ng ueee "so3cW @ @u N IIC 3 D' is.c t t s.sauN W o,u E-154C'ssco 24*ID WW 0 d
an 8 -l'i-I f% x o MdB Ob6D13 D(-
M#2A 7 # N
<.948. w..wh i!26 7 N-f.9tf 4-6s N 04e4 SI9-85itoreoD %30 W DOG gt9-KAewe%,,90 W333h f
fllC 7 fMh94 4 5.d W o7cq pan 1Wa s.m s.
w
,w s-s-sr -
ene w u
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Mit S Tiest STp' REuAsutS N1 OL'(/A4 eAJ f
- f A O 4".
47* 6~sse gus##,4 J p8t*I~
- b*
CURING CONTROL TEST RESULTS FOR 28 DAT SREAK l
LAsastAfonT CURED CTuse0ERfSt FIELO cumED CTLes0CIW 801 STRENGTN (PSij fCl STREMGTM (P S.3 )
l
' DI
'dl
/
(
a E.
,Ile(bl,2 L tol.(b) e (C)+(cDe se0TE: (tj Asovt an8ST gE EOuAL TO Ost OREATEn TMase O SS: OR (21 aeWE esEED as0T EECEED TMC DESesse STRCaseTM BT ts0A E TMass 500 Pts EYDe TsecueM TMC 0 as CalTEasose IS NOT asET.
[
'C80MtTER Ost E 'IJ3 $1 7 047 PaEAnstED 8' OeECKED o amze W am.E.,,h hd. I2 b
( 18:08s wet% u<e
. 07
,.E,s.E 0.T _
LftbI[ D N M 1D Ap:
g,., e,
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ELECTasc ST.'THM0 P0um.o MN I, gas STEAM Ec. stT =0e a w.z L
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==
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9' c.
74 2 %
,0 F% S' a. 67%;
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SPEcanfDs T.sEse GT SpCQbdEN CAST 97
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.7
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//-lo-tst/g >.~e (Ato % %
REG gA 90 NMr <.@ n.ir @W nG
\\O W ~EM) ill:t ll-ID-Ib8SD75
'N lhR Sb $0h S.C44 n ItM 1;-fo-fd777 ecd (,3co @ W PM
$15C 90 WdSM3 u..eg @
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I 1
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mee nr 49,.om s Q i-8 4 C 1t* W.
% ~aas CURING CottTROL TEST RESULTS FOR 18 OAT BREAM FIELD Q 4E0 CTLue0C85 10)
LAs.a.TCpW CURCD CTussoters) sTnDesTM (P.s I.l _
Mb
-(C)
- ses STRE>stie (PS IJ -
se,
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t ici,ibi - ces.ce.
800TE: (U.eOvt asJST M E0u.L TO OR 9eCATEW TNAss 0..$; OR tz).a0VE WE0 WOT EXCEED THE DEstess STMm4TM ST as0RE TM.m SOC TME 0,85 CatTERi0se is esof asCT.
""'~""*w m _,g,"*,7
'* * '~ ~ G '
nc" mt 417 L
" ~ ~ ~ ~ * ", -
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APPENDIX D PROJECT 1903.23/24 MASTER TEST M)NITOR LOG
=I.,
a
H h
l I
Page I of %
h !
MASTER LOG CTCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUT* HANGERS z
f client: Texas Utilities Generating Company CCL Project Number:
85-1903.23/24 4-j [ntries are to be made for the following items as a minimum:
)
1.
Upon completion of each test, technician in charge should enter test sample number, date and time of test, a brief description of test sample behavior,
~
I and any deviations'or ROA's.
Test monitor must verify all test data and QA logs are complete to that point before proceeding.
,4 2.
Scale factor verifications for ACR0 900 System should be performed at the i
beginning and ending of each week and noted in Master Log.
- 3. Any changes in instrumentation and transducers should be noted.
Include j
test sample number, instrumentation / transducer change, verification of scale f actor (as required), etc.
4 4.
LYDT's and Linear Potentiometers, should be verified at the beginning and ending of each week and noted in the Master Log.
d l
- 5. Load cells should be within their normal calibration cycle at the start of j
the test program and verified at full scale capacity only at the end of the i,
test program.
Note starting calibration dates and verification data.
6.
If the test sample fails, a description of the mode of failure for the test j
sample is required in addition to a description of the progression to f
failure.
?
e h
?
_b Date: 5 %
Form prepared Be Clrormaggrovedsy: N%
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TEST DATE TIPI TASK DESCRIPTION TECH MON
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MASTER TEST MONITOR LOG CYCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUT* HANGERS Client : Texas utilities Generating Company CCL Project Number:
85-1903.23/24 i
TEST DATE TIME TASK CESCRIPTION TECH MON g-us jq,g z o -1A- 01 Tbsr %PL 5r r;. LJaauxar PJh
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TEST DATE TIME TASK DESCRIPTION TECH MON
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TEST DATE TIME TASK DESCRIPTION TECH MON s.zy.% IB:*o 5 0 -2 4~CI lse arsua G 6)
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OO MASTER TEST MONITOR LOG CYCLIC AND STATIC TESTING 0F TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUT* HANGERS Client: Texas Utilities Generating Company CCL Project Number: 85-19D3.23/24 1
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TEST DATE TIME TASK DESCRIPTION TECH MON
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TEST DATE TIME TASK DESCRIPTION TECH MON c23e6 fg,y, $~oigr sq.op rwr % ~ m.
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1 TEST DATE TIME TASK DESCRIPTION TECH MON ac ol TN Cxpurg, %s g.28 66 g,gg N a.a g,Y. mos u 3 c. - # 2. - e i 4
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l Page 17 of n MASTER TEST MONITOR LOG CYCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUl* HANGERS Client: Texas Utilities Generating Company CCL Project Number: 85-1903.23/24 1
TEST DATE TIME TASK DESCRIPTION TECH MON FHM S'- 2 8 -14 3o{ - l 2. -0 [ conwouveI>O PS. G V ro s.t.
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O 9' @ Of N MASTER TEST MONITOR LOG CYCLIC AND STATIC TESTING 0F TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUT* HANGERS Client: Texas Utilities Generating Company CCL Project Number:
85-1903.23/24 TEST DATE TIME TASK DESCRIPTION TECH MON S-21-86
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TEST DATE TIME TASK DESCRIPTION TECH MON J-30 4 13 YS-For s e rte.
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Page Zl of dL MASTER TEST MONITOR LOG CYCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUT* HANGERS Client: Texas Utilities Generating Company CCL Project Number: 85-1903.23/24 l
TEST DATE TIME TASK DESCRIPTION TECH MON
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TEST DATE TIME TASK DESCRIPTION TECH MON d*Ja.p(,
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MASTER TEST M)NITOR LOG CYCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUT* HANGERS Client: Texas Utilities Generating Company CCL Project Number: 85-1903.23/24 TEST DATE TIME TASK DESCRIPTION TECH MON C.S. a;. ll:%
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TEST DATE TIME TASK DESCRIPTION TECH MON rssr-Gru=rc. MP g
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Page 25 of di MASTER TEST MONITOR LOG CYCLIC AND STATIC TESTING 0F TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUT* HANGERS Client: Texas utilities Generating Company CCL Project Number: 85-1903.23/24 TEST DATE TIME TASK DESCRIPTION TECH MON g,. 3. s l ?.' 3 I II Eo( 75sr Cere sr s sn. c g.a.mp.
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TEST DATE TIME TASK DESCRIPTION TECH MON 2 C - I'd ' D'l T ~r.s r % p c s., g,
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TEST DATE TIME TASK DESCRIPTION
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MASTER TEST P0HITOR LOG CYCLIC AND STATIC TESTING 0F TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUT* HANGERS Client: Texas Utilities Generating Company CCL Project Number: 85-1903.23/24 I
TEST DATE TIME TASK DESCRIPTION TECH MON f.6 4e Q r.\\ f s-os
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TEST TECH MON DATE TIME TASK DESCRIPTION Q. (c. g(, g;qq
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MASTER TEST PONITOR LOG CYCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUl* HANGERS Client: Texas utilities Generating Company CCL Project Number: 85-1903.23/24 1 TEST DATE TIME TASK DESCRIPTION TECH MON b-7-4%v to;sk Psefonnso cw mnaa oa %
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Page 54 of 'N MASTER TEST MONITOR LOG CYCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUl* HANGERS Client: Texas utilities Generating Company CCL Project Number: 85-1903.23/24 l
TEST DATE TIME TASK DESCRIPTION TECH MON W &Pcht"L.
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Page.35 of $
MASTER TEST MONITOR LOG CYCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUl* HANGERS Client: Texas Utilities Generating Company CCL Project Number: 85-1903.23/24 TE2T DATE TIME TASK DESCRIPTION TECH MON
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O Page 3G of $L MASTER TEST MONITOR LOG CYCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUT* HANGERS Client: Texas Utilities Generating Compan,,y CCL Project Number:
85-1903.23/24 TEST DATE TIME TASK DESCRIPTION TECH MON Ak~ * *-
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O Page 31 of 4l-MASTER TEST M)NITOR LOG CYCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUl* HANGERS Client: Texas Utilities Generating Company CCL Project Number:
85-1903.23/24 TEST DATE TIME TASK DESCRIPTION TECH MON 4-9 -% 14 s 7 -e rise wru v1.. rise pg q c.,;n?o
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Page 3B of 4/o MASTER TEST M)NITOR LOG CYCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUT* HANGERS Client: Texas Utilities Generating Company CCL Project Number: 85-1903.23/24 l
TEST DATE TIME TASK DESCRIPTION TECH MON 6 '9-8G,
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l Page 39 of %
MASTER TEST M)NITOR LOG i
CYCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUT* HANGERS Client: Texas utilities Generating Company CCL Project Number:
85-1903.23/24 l
TEST DATE TIME TASK DESCRIPTION TECH MON 0 23 './ 6 4C. - C TI ST~
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Form Prepared By: W L Date: 5:2/-8$
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Y Page so of M MASTER TEST MONITOR LOG CYCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUT* HANGERS Client: Texas Utilities Generating Company CCL Project Number: 85-1903.23/24 1
TEST DATE TIME TASK DESCRIPTION TECH MON G-/G-f/ /0/6 'lc - OGA Con ree, e.
R e us s o P 2 S' 9 2.
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Date: 5:2/ M Form Approved By:
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O MASTER TEST M)NITOR LOG CYCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUT* HANGERS Client: Texas utilities Generating Company CCL Project Number: 85-1903.23/24 l
TEST DATE TIME TASK DESCRIPTION TECH MON (st 1-WL I L.25 la-ot
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Page il of 46 MASTER TEST MONITOR LOG CYCLIC AND STATIC TESTING 0F TP.AIN C CONDUIT BEAM CLAMPS AND UNISTRUT* HANGERS Client: Texas litilities Generating Company CCL Project Number:
85-1903.23/24 1
TEST DATE TIME TA5K DESCRIPTION TECH MON l- /2 -4?4 ly Y$ ' l.p as cflr8l.scka Mc. ros' l
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O Page 53 of dl l
MASTER TEST MONITOR LOG CYCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRU P HANGERS i
Client: Texas utilities Generating Company CCL Project Number:
85-1903.23/24 1
TEST DATE TIME TASK DESCRIPTION TECH MON 6-12.- FC, t L.: 5 9 i b - o't._ ce n_0 A-_._ :
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O Page4kof 46 MASTER TEST MONITOR LOG CYCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUP HANGERS Client: Texas Utilities Generating Company CCL Project Number:
85-1903.23/24 TEST DATE TIME TASK DESCRIPTION TECH MON 0d e -
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O Page 45 of di MASTER TEST MONITOR LOG CYCLIC AND STATIC TESTING OF TRAIN C CONDUIT BEAM CLAMPS AND UNISTRUT* HANGERS j
Client: Texas Utilities Generating Company CCL Project Number:
85-1903.23/24 TEST DATE TIME TASK DESCRIPTION TECH MON g;g. n gs 4s Ioc. - I z -o 1.
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Page O of M MASTER TEST MONITOR LOG CYCLIC AND STATIC TESTING OF TRAIN r. CONDUIT BEAM CLAMPS AND UNISTRUT* HANGERS Client: Texas utilities Generating Company CCL Project Number:
85-1903.23/24 1
TEST l DATE TIME TASK DESCRIPTION TECH MON 6-;3-%
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F rm Prepared By: Nh45 Date:
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Date: 5:21 M Form Approved By:
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F-O APPENDIX E i
TEST SETUP FIGURES, PLOTS, DATA, AND PHOTOGRAPHS i
(UISER SEPARATE COVER)
A ll5 I
I l
l l
I I
ee
' O D
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_