ML20206T407
| ML20206T407 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 05/21/1986 |
| From: | Kenneth Armstrong CORPORATE CONSULTING & DEVELOPMENT CO, LTD. |
| To: | |
| Shared Package | |
| ML20206T195 | List:
|
| References | |
| 1903.20-1, NUDOCS 8610060263 | |
| Download: ML20206T407 (97) | |
Text
.. _ _
900001 TEST PROCEDURE t
O for STATIC TESTS OF CABLE TRAYS AND FITTINGS Ser COMANCHE PEAK STEAM ELECTRIC STATION (CPSES)
Procedure Date:
May 21,1986 CCL Procedure Number:
1903.20 -1 Revision:
1 OCL Project Number:
85 -1903.20 By Ye:JhC.bw g,e; 5%g...f.%' 4;.f e F.Azm n,.g
, g.
r 7E
""L Checked k
- gpy"gsy'en,,.g{iE
..O s'
3
\\
8.L E5 Apprwed By m
f Dr. J.
f OORPORATE DEVELOPMENT RYL
,,.. n n o Apprwed By TEXAS UTILITIES GENERATING OOMPANY Prepared By CORPORATE CONSULTING & DEVELOPMENT COMPANY, LTD.
P.O. Bax 12728 Research Triangle Park, North OmroBas 27700-9008 Ser TEXAS UTILITIES GENERATING COMPANY Q
P.O. BOX 1002 - OLEN ROSE, TEXAS 78048 paho 1885! 8t85p A
000002 0
Report Prepared By:
Keith F. Amstrong Technical-Editor:
Darlene P.. Rachal Technical Typist:
P nda !!. Stephenson Q.A.' Review:
Original Issue:
April 22, 1936 REVISION (S)
Issue Revision Checked Q.A.
Description and Pages Number Date By
- By'
, By Revised 1
5/22/86 KFA RKM CI Test Configuration Figure 2 revised (pages 9 through 28). Other revisions denoted by R1 in right margin. Appendix 1 also revised.
tO Copyright 1986 CORPORATE CONSULTING AND DEVELOPMENT COMPANY. LTD.
Research Triangle Park, North Carolina O
QA-004-03
i 000003 1903.20-1, Rev. I PROCEDURE No.
- f [n & Development Company, Ltd.
Corporate Consulting 5/22/86 PAGE 1
or 50 G
ESUE DATE DATE S21-B C b
A M
PREPARED BY 2M((
Resea en Tria9e Pam NO 27709
[/ / 36 APPROVED BY_ h 919 3E2 88:0 P O Ben 12'2E APPROV5D BY M
^
DATE A
l oAREvew BYd6V4 oxys 6/g TEST PROCEDURE
(/
'/
TABLE OF CONTENTS PAGE LIST OF FIGURES..................................................
2 LIST OF TABLES...................................................
3
1.0 INTRODUCTION
4 i
1.1 Scope of Work...............................................
4 1.2 Pe rs o nnel Ce rti fi cati on.....................................
5 1.3 Test Monitor................................................
5 1.4 Test Equipment and System Calibration.......................
5 1.5 Devi ati ons in Test Procedu res...............................
6 2.0 TEST CONFIGURATION SELECTION................................
7 2.1 Bou nd a ry Condi ti on s.........................................
31 2.2 Total Number of Tests for Each Confi guration................
32 3.0 TEST PROCEDURE..............................................
44 3.1 Lo a d i n g C ri t e ri a............................................
44 3.2 Method of Load Application..................................
45 3.3 Test Measurements...........................................
46 3.4 Test Sequence...............................................
47 4.0 DOCUMENTATION...............................................
49
5.0 REFERENCES
50 APPENDIX 1 SPECIFICATION FOR STATIC TESTING 0F T.J. COPE MANUFACTURED CABLE TRAYS AND FITTINGS FOR i
COMANCHE PEAK STEAM ELECTRIC STATION UNIT 1 & 2 SAG.CP.08 3/86, REV. 2 EBASCO SERVICES, INC.
APPENDIX 2 CABLE TRAY AND HANGERS INSTALLATION ECP-10, REY. 8 BROWN & ROOT, INC.
APPENDIX 3 FORM FOR DOCUMENTATION OF DEVIATIONS IN TEST PROCEDURE O
TF-067 1
000004 1903.20-1, Rev. 1 PROCEDURE No.
,8 I Corporate Consulting
& Development Company. Ltd.
ESUE DATE PAGE OF PREPARED BY DATE Resee t* Tr.a'pte Pa. NC 27709 APPROVED BY DATE P o Bai 12722 e
919 y;.M :-
APPROVED BY DATE TEST PROCEDURE oA REvew BY DATE LIST OF FIGURES PAGE Figure 1 Schematic Representation of Boundary Conditions........
8 Figure 2 Cable Tray Test Configurations.........................
9 Figure 3 Confi gurati ons 1 & 2 Verti cal Loadi ng..................
33 Figure 4 Boundary Condition A Configurations 3, 4, and 5........
34 Figure 5 Boundary Conditions C & D Configurations 3, 4, and 5...
35 Figure 6 Configurations 1 & 2 Transverse Loading................
36
()
Figure 7 Boundary Condition A Configurations 6, 7, and 8........
37 Figure 8 Transverse Loading Boundary Conditions C & D Configurations 6, 7, & 8...............................
38 Figure 9 Cabl e Tray Te st Fi xtu re................................
39 TF-067
000005 1903.20-1, P.ev. 1 PROCEDURE No.
@NI Corporate Consulting 5/22/36 pace 3
or 50
& G & Development Company. Ltd.
ISSUE DATE I
Resea ch Triam;+ Pa'a NC 27709 APPROVED BY DATE P O Bom 12'2E 919 362-8200 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE LIST OF TABLES PAGE Table 2.1 Sumary of Test Configurations and 41 Required Number of Tests..............................
tO O
TF-067
000006 1903.20-1, Rev. 1 (C f I Corporate Consulting PROCEDWE No.
V"Ah & Development Company, Ltd.
5/22/86 prog 4
or 50 ESUE DATE PREPARED BY DATE Resea ch Tr. ave Park NC 27709 APPROVED BY DATE P O Bd 12'26 e
919 362-8800 APPROVED BY DATE TEST PROCEDURE oA REVEW BY DATE CABLE TRAY TEST PROCEDURE
1.0 INTRODUCTION
This document describes the test procedures and test fixture designs developed by Corporate Consulting and Development Company, Ltd. (CCL) in accordance with reference 1 to be used in a structural test program on electrical cable trays and fittings.
The various components to be tested are manufactured by T.J. Cope and are designated as Nuclear Safety Related Class I or IE for use at the Comanche Peak Steam Electric Station (CPSES). The cable trays and fittings will be statically tested in accordance with m
-O this procedure to determine load capacities and moments of inertia about the two principal axes.
This information will in turn be R1 used to seismically qualify the cable trays and fittings; and to l
derive static section properties as appropriate for fittings and I
trays.
I 1.1 Scope of Work The scope of work to be provided by CCL in conjunction with this procedure is as follows:
e Assemble the test configurations from the test specimens furnished by Texas Utilities Generating Company (TUGCO),
provide all necessary instrumentation to measure and record the required test data, and provide all required equipment, weights, and facilities for conducting tests.
Perform all required modifications to existing test fixtures e
to accommodate test configurations and objectives.
Perform static tests, gauging, monitoring, and recording all e
O necessary data needed to calculate the specified mechanical properties and detennine load capacities.
TF-067
000007 1903.20-1, Rev. 1 N [6 & Development Company Ltd.
PROCEDURE No.
Ccrporate Consulting 5/22/86 5
50 PAGE or ESUE DATE PREPARED BY DATE Aesea :n Tr.an;;e Fa'a NO 27709 APPROVED BY DATE P O B312728 e
919 362-8800 APPROVED BY DATE TEST PROCEDURE or REvew BY DATe Prepare a written test report documenting the cable tray e
tests, significant results, and reduced data.
Provide a comprehensive quality assurance (QA)* program for o
controlling all testing and data, Provide adequate storage facilities to store in a protected e
environment all test specimens received prior to testing.
The test program will be performed in accordance with the procedures and instructions of CCL's QA program. This fully documented QA program complies with the applicable requirements of ANSI N45.2-1972,10CFR50 Appendix B, and 10CFR21.
g 1.2 Personnel Certification R1 All personnel assigned to this test program will be certified as qualified for the tasks assigned.
Personnel certification is achieved through personnel education level, vocational training, and practical experience as outlined in CCL Operating Procedure 02-002.
1.3 Test Monitor R1 The appointed and approved test monitor who serves as an extension to the Quality Assurance Department shall ensure that all tests are properly executed in accordance with the requirements and procedures specified herein and CCL Operating Procedure 10-002.
1.4 Test Equipment and System Calibration R1 All test equipment and instruments used during this test program for acquisition of data will have a decal affixed to indicate the next calibration due date. All calibrated devices used are TF-0G7
000008 1903.20-1, Rev. I PROCEDURE No.
ff Corporate Consulting 5/22/86 pace 6 or 50 h6 & Development Company, Ltd.
ISSUE DATE PREPARED BY DATE NC 27709 Resea ch Tr.angie Para APPROVED BY DATE P O Bon 12'28 e
919-362 8800 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE calibrated in accordance with CCL Operating Procedure 12-001 and have calibrations traceable to the National Bureau of Standards.
1.5 Deviations in Test Procedures R1 During the course of the overall test program, it may become necessary to deviate from the procedures specified herein. Reasons for deviations include but are not limited to:
e increased accuracy of data modifications to boundary conditions e
additional data (or less data) is required e
I changes in methodology e
changes in test specimen configuration and hardware e
When the need for deviations arise, the form shown in Appendix 3 will be completed and filed in the project file. Signatures from appropriate CCL and Purchaser personnel will be required prior to proceeding with the stated changes. All deviations will be fully documented in the final test report.
O TF-067
000009 PROCEDURE No.
1903.20-1. Rev. 1 f
Corporate Consulting C & Development Company. Ltd.
SSUE DATE 5/22/R6 PAGE 7 Or 50 PREPARED BY DATE Aesea ch Triampic Para Nc 277C9 APPROVED BY DATE PC Scs 12720 e
919 362 8800 APPROVED BY DATE TEST PROCEDURE oA REVEW BY DATE 2.0 TEST CONFIGURATION SELECTION A total of eight different cable tray configurations will be tested in the program.
Parameters which will vary from configuration to configuration include:
e Tray width in.,18-i n., or 24-in.
e Tray height in. or 6-in.
R1 Tray layout - straight and 90* bend, horizontal and vertical e
Tray fittings - splices, 90* bends, 90" vertical risers e
All hardware required to assemble the various cable tray configurations will be supplied by TUGCO.
(In some instances, it may be necessary for CCL Laboratories to supply various pieces of hardware due to schedule and availability problems. All safety-related materials will be purchased under the specifications used by TUGCO.
Documentation such as certifications, chemical certifications, inill reports, etc., required under TUGC0 purchase specification will be obtained and placed on file at CCL.) Each configuration is briefly described in the following sections.
Figure 1 shows the nomenclature and schematic representation of the boundary conditions shown in the cable tray configurations.
R1 Sketches of the cable tray configurations are shown in Figure 2.
I Test Configuration 1 - Test configuration 1 consists of an e
asseribly of an 8'-0" simple supported straight tray span.
A total of four different test setups are required.
R1 (a) Transverse and vertical directional load test for a T.J.
Cope 6-1/4" x 24" ladder type tray. Two setups.
(b) Transverse and vertical directional load test for a T.J.
(V Cope 4" x 18" ladder type tray. Two setups.
TF-067
000010 1903.20-1, Rev. 1 fI Corporate Consulting PROCEDURE No.
5/22/86 pacg 8 or 50 G
& Development Company, Ltd.
ISSUE DATE PREPARED BY DATE Aesea c9 Tr.a9;'t Fa'a NC 27*09 APPROVED BY DATE P O Bo= 12726 e
919 362 6800 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE TYPE A TYPE B (Not Used) h h
I
'1. __Q _-
^
y n
si:
,~
L L
No Translation Hinge Translation Roller Hinge LO TYPE C*
TYPE D*
L
/-- - -
L I
I A
~
Y Q*v y
E r
L L
Translational Roller Hinge Translational Roller Hinge
- fl0TE: Type C & D typically used together.
Figure 1 Schemati: Representation of Boundary Conditions O
TF-067
000011 1903.20-1, Rev. I PROCEDURE No._
9 or 50 f [6 & Development Company Ltd.
Corporate Consulting 5/22/86
_p3ag ESUE DATE h
DATE PREPARED BY_
DATE Resea :- Tr.aagie Para NC 27709 APPROVED BY-919 362 65 %
PO B:n 12728 DATE APPROVED BY DATE OA REVEW BY TEST PROCEDURE R1 0"
=
4'
_ 2' ( 2' _
- 3. _
_ g.. _
i TMY 0
0 0
i ft :;: d l MRM
$</
\\ SPLICE
[
5tne't
- Stne's y.
~
SUPPORT LO SUPPORT TES 7 coa f/GVRATC// 1
( 4 x 18 )
VERTICAL LOAD MA TE8'AL L/S *
- 1. 2 - 9 "r/6" x 4'-(," Lou 6 TRAY O
SECT /CNS.
TVE IMSTALL ATIOU SPLKE PLATES.
- 2. 2 -
.3. He - 3/8'f ASO7 hYuND MEAD BCG5 W/ NUTS.
-L/ MEA 9 fbr LOCATIONS Figure 2 Cable Tray Test Configurations TF-067
000012 1903.20-1, Rev. 1 PROCEDURE No.
f [M & Development Company. Ltd.
Corporate Consulting 5/22/86 pact 10 Or 50 ESUE DATE G
PREPARED BY DATE Resea :a Tr.a,;'e Park NO 27709 APPROVED BY DATE 919-362 8900 P O En 12 26 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE R1
~
8'
=
4' 4'
2' 2'
~
~.
e o
[]
,i ra 6"--
- ~6' sU i
n I
rHr r&
o o
e SIMPLE SUPPORT
(.TYP.)
4" x.18" CABLE TRAY MATERIAL LIST L 2.-4~x 18"x4'-6" LOMG TRAY SECTIOUS.
- 2. 2 SPLICE PLATES 3.16- %"p A307 ROUMD HEAD BOLTS W/ MUTS.
. LIUEAR POT. LOCATIOMS
~
TEST COMFIGURATIOLJ
.l.
TRAMSVERSE LOAD O
Figure 2 Cable Tray Test Configurations (Continued)
TF-067
~
l 000013 1903.20-1, Rev. I ff Corporate Consulting PROCEDURE No.
5/22/86 PAGE II or 50 GC & Development Company Ltd.
ssuE DATE PREPARED BY DATE Reser:- Tr ange Pa* NO 27709 APPROVED BY DATE P C B = 12'26 919-362 8900 APPROVED BY DATE TEST PROCEDURE oA REvew BY DATE R1 8'
4' Y
Y=
g-
-g
=
=
=
0 0
0 TRAY I
I:p:1 I
/~E RN
\\ SPLICE 7AD tO
[L-stre's 1stneta SUPPORT SUPPORT TEST CONF /GURATCV 1
& % < 24")
VERTICAL LOAD MATEMAL L/sr
- 1. 2 -6 %= 24 "x 4'-(/ Lok 16 TRAY TVE IMSTALLAT10kJ SEC7/CA/S.
- 2. 2 -6%"SPL/CE MARES.
\\.S. /4 V8"f ASO7 Ab'/ND MF.AD BWTS W/ NUTS.
q - u x w n r Locs riaus o
Figure 2 Cable Tray Test Configurations (Continued)
TF-067
000014 1903.20-1, Rev. I f[
Corporate Consulting PROCEDURE No.
5/22/86 pact 12 or 50 Gn & Development Company, Ltd.
sSUE DATE PREPARED BY DATE Aesea :S Tr. amp + Parn NC 27709 APPROVED BY DATE P O B:= 12'2E 919 3E2 8800 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE R1 8'
=
4' 4'
=
2' 2'
=
=
f>
e o
l EJ i
as
+-
-~g S=-
n
-EU 1
M I
p I
m-rHr d>
c e
SIMPLE SUPPORT (TYP.)
6 4't 24" CABLE TRAY 4
_ MATERIAL LIST
- 1. 2-G%"x 24~ x 4'-G" LOMG TRAY SECHOMS
- 2. 2 SPLICE PLATES
- 3. S - 3/s"@ A307 ROUND HEAD
' BOLTS V/ NUTS.
f - LIMEAR POT. LOCATIouS TEST.COMFIGURATIOM f.
TRAMSVERSE LOAD Figure 2 Cable Tray Test Configurations (Contir.ued) l TF-067
000015 1903.20-1, Rev. 1 PROCEDURE No.
O, [
Corporate Consulting 5/22/86 pace 13 _or 50 sSUE DATE.
gG h & Development Company, Ltd. PREPARED BY
- DATE Resea :' Tr.anpe Pa'k NC 27709 DATE APPROVED BY 919 352 8933 Po B:= 12 26 DATE APPROVED BY DATE TEST PROCEDURE QA REVEW BY-R1
=
2.p L.2.s
= 2q
' - 2. gw
(/ -
10'-
=
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TRAY O
l.
I::j::1 l
r4 MG5 i
LSPUCE
//E SIMPLE SUPPORT
'l SIMPLE SUPPORT C"-n Test Configuration 2 m U
( A' x /2 ")
__ VERTICAL LOAD _
MATER /AL L/ST h
h I. 2 - 9 % 12
- x /2 'LG. TRA Y SECT /S.S
- 2. 2 - 4"SM/CE MATES.
TYP. INSTALLATI0M
- 3. m. 4/3-gAso7 myo mao BOLTS W/MuTS.
-1INEAR Por LocArt0NS O
Cable Tray Test Configurations (Continued)
Figure 2 TF-067
000016 1903.20-1, Rev. I PROCEDURE No.
N,@I Corporate Consulting 5/22/86 p3ag 14 or 50 AG2C u & Defelopment Company, Ltd.
ESUE DATE PREPARED BY DATE Resea*:- Tr.ange Pa'k NC 27709 APPROVED BY DATE P C E:. I ;E 919-362 8830 APPROVED BY DATE TEST PROCEDURE oA REVEW BY_
DATE R1 10' 5'
5' 2'- G" 2'- 6" e
o
~.)
I L
rb
_4" 4"_
n
-s q.)
I r""I I
ser I
rnr 4
e e
SlhPLE SUPPORT (TYP) 4" d2" CABLE TRAY MATERIAL LIST
- 1. 7.-4"x 12"x 5'-G" LOMG TRAY SECTIOM5
- 2. 2 SPLICE PLATES
- 3. W- %~ # A307 ROUMD HEAD BotTS W/ NOTS.
@ - LIkJEAR POT. LOCATIOUS l
TEST C.OMFIGURATIOU 2
~ TRANSVERSE LOAD l
l O Figure 2 Cable Tray Test Configurations (Continued)
TF-067
000017 1903.20-1, Rev. I PROCEDURE No.
fI Corporate Consulting 5/22/86 15 50 ESUE DATE p3ag or h*CNR & Development Company. Ltd.
PREPARED BY DATE Resea :- Tr.anp+ Pa'k NC 27709 APPROVED BY DATE P o Eco 12 26 919 362 8800 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE R1 n2:s A2.s 42.s
- 2:s I
(;
10' g
=
=
S' y
Tw 0
0
/Q RVtJGS i
I::j::1 i
LSPUCE N
h
--- SIMPLE
~
SIhPLE' r
L C' SUPPORT SUPPORT Test Configuration 2 (4 x24")
VERTIC.At.
LOAD MATERJAL L/ST h
h I. 2 - 4'"x24'n /2 'LG. TRA Y SECTIOVS
- 2. 2 - 4"SM/CE MATES.
.TYP. IM5TALLATIoki '
2.fc _ye gAso7 goy 4g gego BOLTS w/MUTS.
- LINEAR pot. LocATIous O
Figure 2 Cable Tray Test Configurations (Continued)
TF-067
000018 1903.20-1, Rev. 1
[
Corporate Consulting PROCEDURE No.
5/22/86 pacg 16 or 50 GG & Development Company.1.td.
sSUE DATE PREPARED BY DATE Resea*:* Trian;'e Park NO 27709 APPROVED BY DATE P O B:n 12'26 e
919 362 8900 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE R1 10' 5'
5'
_ 2'- 6" 2*- C
=
=
=
=
7 c
o l
L _J l
ro n-h*-
..-6 I
n I
i+-
rer o
o o
SIMPLE SUPPORT (TYR) 4's 24' CABLE TRAY t1ATERIAL LIST
- i. 2-4N 24x 5'-C LOMG TRAY SECTIOUS
- 2. 2 SPLICE PLATES
- 3. %- %" p / NUTS.
A307 RouMD HEAD BOLTS W y - LINEAR pot. LOCATIOMS TEST COMFI6URATIOM Z TRANSVERSE LOAD O
Figure 2 Cable Tray Test Configurations (Continued)
TF-067
000019 1903.20-1, Rev. 1 PROCEDURE M Corporate Consulting 5/22/86 p,gg or 17 30 041 & Development Company. Ltd.
ESUE DATE _
PREPARED BY DATE Aesea :' 7t.ai;'e 8a% NO 27709 DATE APPROVED BY P O E: 1;'2E o
919 362 8830 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE R1 TRAY SIZE 4 x l2
~-
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- l -
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- - 44W"
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S R /CE TYP. IMSTALLATIOM EA. S K e
MATERIAL L/ST 1 2-4 "= /2 "x/2 'LG. TRAY SECTIONS
- 2. I-4 % l2 ~ 9C* MORIZONTAl. BEND.
y ~'
a
- 3. B-4 ~ SA/CE RATES.
I t/. 4.4 3/8"f A307 RouMO HEAD BXT3 W/ nut 3.
51%*
~
or V-LIuEAR /br. l.oc.Arors Type C & D k,
B.C. (Typ.)
TEST CWK,Uh'ATM 3 OV Figure 2 Cable Tray Test Configurations (Continued)
TF-067
000020 1903.20-1, Rev. I
,O [
Corporate Consulting PROCEDURE No.
5/22/86 18 Or 50 hC & Development Company. Ltd.
ESUE DATE pact PREPARED BY DATE Aesea :* Tr.a9pe Pa'k NC 27709 APPROVED BY DATE P C E:n?!~If 919-362 8800 APPROVED BY DATE TEST PROCEDURE oA REVEW BY DATE R1 TRAY SIZE 4 n 24 99
SI '
Ik.S~i
%~
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- ~ 49'/2'
' =
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/
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R E C.
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. p
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SdfE TYP. luSTALLATIou A9Yz" y aree n i.,.rr I. 2 - 4 ~=24"n /2 'LG. TRA Y SECTIONS.
'~~'y
- 2. l 4 **24
- 90' Nob 20NTAL BJND v
b 3.6 4*Spuct Pl.A TES.
- 4. M - SB'5 A307 RCuxD NEAD B:srs a/ NUT.S.
W/$
or V-LlutAt /br. LocArtoks Type C & D Ji "
B.C. (Typ.)
TEST CONF /GURATCN 3 Figure 2 Cable Tray Test Configurations (Continued)
TF-067
000021 1903.20-1, Rev. 1 PROCEDURE No.
,O f Corporate Consulting 5/22/86 p,gg 19 or 50 M h & Development Company. Ltd.
ESUE DATE PREPARED BY DATE Aesea :a Tr.anpe Park NC 27700 APPROVED BY DATE P O B:.12 2E 919 362 8800 APPROVED BY DATE TEST PROCEDURE oA REVEW BY DATE R1 AtATER/AL L117
/ 2 - 4"= /2 '= /2 'LG. 7X'A Y SEC%%$
2 I - 4""/2' 9C* HCR/ZCATAL BEND
- 3. 6 - 4
- SPL/CE PLATES.
4 46 - W6 'A A307ROUND MEAD
. LOADED _. AREA setts w/ Nurs.
p
~ 39"
- ':tt" 9r,"
-*-44'i - - 519 "-*
2 1
1 TYPE A 39a
-.Itc e c.
9' *<,,
E A $1DE n
p l (GPLICE 2fy-l E A SIDE OI' Type C 8 D
~
~ B.C. (Typ.)
o 4 X 12 TRAY TEST CONFIGURATION 4 M.ESTALLATIOkt Figure 2 Cable Tray Test Configurations (Continued)
TF-067
000022 1903.20-1, Rev. I PROCEDURE No.
N@,
I Corporate Consulting 5/22/86 pact 20 or 50 h,C n & Development Company, Ltd.
ssuE DATE PREPARED BY DATE 4esea :- Tr.ampie Pa'a NO 27709 APPROVED BY DATE P O E:n 1;'2E 919 362 Ber APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE R1 NATER/AL List i 2 - 4 *=29 % /2 'LG TRa v sEcrt:ss
- 2. / 4'"a24 ~ 9C*h'0RizoyrA BEA:
- 3. 4 - 4" Spac[ PLATES.
- 4. 46 3/8"i A307 ROJAD HEAD BCt.Ts w/wTS,
. LOADED AREA Ito3*
- l,"
jaD
~ 51" 4
, = =
pevt 4vf-L '~/
--- l l
l-l YN.#
Sr" e
4*c,,
EA $1DE y
E)-
16.g[j ksPLICE
~
l EA SIDE JNP. IRMAU.ATIOM
\\
c,*
~
~
hype C s D
@ - LINEM POT LOCATANS L
B.C.(Typ.)
l 4 Y 2+ TRAY TEST C.ONFIGURFTION 4 l
l l
O Figure 2 Cable Tray Test Configurations (Continued) l l
TF-067 l
000023 1903.20-1, Rev. 1 PROCEDURE No.
fI Corporate Consulting b/22/bb PAGE 21 or 50
& & Development Company. Ltd.
ESUE DATE
's.
PREPARED BY DATE Resea :- Tr.an;+ Park NC 27709 APPROVED BY DATE 919 362 8800 P O E:= C '2E e
APPROVED BY DATE TEST PROCEDURE oA REvew BY DATE R1 TRAY SIZE 4 x 12 5f E,
'$n 39' J 21. S'
- 44 %*
c l'!:!
1 3c~
//
TYPE A ---
} {
E C.
f Q
.SPUCE 5
EA. SIDE y
2Y5" F (v) 4
\\ >
SA/CE O,
' ^ ' '
MATER /AL L /ST
/ 2 - 4 "n/2 *a /2'LG. TRA Y SECT /0AS.
- 2. I - 4'=/2' 90*/CA'/ZON TAL BENC.
,p 96 ~~ ~?
.9 8-4 ~ SPL/CE PLATES.
4 44 - 3/8 *$ A307 A'00ND //EAD l
BOLTS w/ Nur.s.
51W'
^ or O -LIUEAR POT LOCATIOPJS
Type C & D
- B.C. (Typ.)
LCAD APPLCATION V
o TEST CONr/GURAT/QN S O
Figure 2 Cable Tray Test Configurations (Continued)
TF-067
000024 1903.20-1, F.ev.1 PROCEDURE No.
ff Corporate Consulting 5/22/86 22 or 50 MM & Development Company. Ltd.
ESUE DATE p3ag PREPARED BY DATE Resea en Tr.anpe Park NC 27709 APPROVED BY DATE Po B:,12 26 919 362 8830 APPROVED BY DATE TEST PROCEDURE or Revew BY DATE R1 TRAY S!zt
<l n 24
- El~ -
/4 5"! =
$6 ~
L' -
4 (,'/.,2 ---
49 Va*
1 r i
1
^
1 fL St~
(/
TYFE A -
j f R
2 C.
f SPLXE n
EA SIDE y
y QE~
1 o n l
Sft.CE EA. SIM MATERIAL Li3T A9V' 2
- l. 2 - 4 "a24=/2 'LG. Th'A Y SELT/CN.5 2.1 - 4
- n24' 90
- HORIZONTAL BEND 94 n-,
3 8 - A!' SPL/CE PLATES.
//. (og. 3/g'gp3C7 A'ouya //pp l
Bo r.s af w r.Y.
W/2' n oc e - LIMEAR pot.1.DCATIOM5 Type C & D k.
-- B.C. (Typ.)
6 LCAD APPLXAT/0N 7
TEsr COvFKrVRATICW 5 O
Figure 2 Cable Tray Test Configurations (Continued)
TF-067
000025 1903.20-1, Rev. 1,_
PROCEDURE No.
- f [M & Development Company Ltd.
Corporate Consutting 5/22/86 pact 23 or 50 sSUE DATE G
PREPARED BY DA1E Reses*:* Tr.am;w Park NO 27709 APPROVED BY DATE P O B:,12*2E o
919.*,62 8800 APPROVED BY DATE TEST PROCEDURE oA REvew BY DATE R1 7 RAY SIZE 9= /2
- 2 W4' 4 2ilf"
d,9 45VI soy [-
p-(\\ l p6 f
g :n I-f
/
\\
/
TrTE A a 29 A' 9
t
\\
.S A l[ E Y
E d.
g EA.S/DE
~
q 20f
% b,
_ -T h
SR/CE EA. S.X y,,.,p,,,
, 45%"
- 1. 2 N ""/2 *= /2 'LG. TRA Y SECTMNS
- 2. I 4 *n /2
- 90' VERT / CAL R/SER.
3 8 4" SA/CE RATES.
- 4. 64-3/8 'fA307 A' cum) Nic y.e g
Bot.rs w/ Nur.s.
Q or V-L/NEAK Por. LocAT/oxs V
I 50 2' b
b
- Type C & D 3YP. INSTAuATION L s.c.(typ.)
f 7EST CONMrUSATION 4 l
llO Cable Tray Test Configurations (Continued)
Figure 2 TF-067
000026 1903.20-1, Rev. I PROCEDURE No.
1 f
Corporate Consulting 5/22/86 pact 24 Dr 50 b) ~in & Deve!Opment Company, Ltd.
ESUE DATc PREPAPFO BY DATE
]
Reses :- Tr.am;+ Pa'* NO 27709 APPROVED BY DATE PC E:n t;*26 9tC 362 6f;p DATE APPROVED BY TEST PROCEDURE O A REVEW BY DATE R1 TRAY SIZE 9= 29
--- 3 0 N
- f 25b' '
9 4c)'h" y
/:
44%~
' =
=
v r--
a gm 30 f ql TYTE A -
Y N
R E C.
t tY SatcE ly>
- #IN f
P 4
% 'O 2SYZ"
-<l h
SPL/CE EA. SsX MATERML L t.5 7
- 1. 2 - 4 "# 24"a /2 'l45. TRA Y SEC7/CA6
- 4Q*
2, 1 - 4 ~= 24' 90' YERMCAL RL:.ig.
3 6 - 4 ~ SPuc[ FLA rt.s.
4' 69 -Ts' ~f A307 Rouwp Mrso
'l g y=
BcLT.s w/ Hurs.
v 0r V-LINEAR Por-LocAricNS l
49h 1
5 3
}3
Type C & D B.c.(Typ.)
_TW..IMSTALLATIOM TEST CONF 6t/fA770N 4 Figure 2 Cable Tray Test Configurations (Continued)
TF-067
000027 1903.20-1, Rev. I PROCEDURE No.
4 @P Corporate Consulting 5/22/86 PAGE 25 or 50
, IG & Development Company, Ltd.
ESUE DATE s
DATE PREPARED BY-DATE Resea*:* Tr.ange Park NO 27709 APPROVED BY 919 362 8800 P o B:s 12 26 DATE APPROVED BY
-oATE TEST PROCEDURE o A REvew BY-R1 MA TERIA L / 15 7'
- l. 2 - 4 ~= /2 "= /2 'LG TRAYSECT/GA2
- 2. l 4's /2* 9C* VERR / CAL R/HC
- 3. 4 - 4 ' SPL/CE AArfS.
// s'8 -}/ *f A307 Rourp //EAC 6
BoJ.s w/ nut 3
~
~
_$ v-L wtAt Por. Lourion.s
.. TYP. NaTALLADOM
-- 291'--
24" :
a,"
x;l _
V' j
SO 2 -
_. d p\\
. 45h* :l qRUN6S q
g o
B.
294' p
9*e,
E A 510E y
\\ PL/cf EA, S/Df S
gfy" l
i 1
' Type C & D B.C. (Typ.)
4 X 12. TR AY TEST COMElGUR ATIDN 7 F
O Cable Tray Test Configurations (Continued)
Figure 2 TF-067
000028 1903.20-1, Rev. 1 PROCEDURE No.
- f I,Cu & Development Company, Ltd.
Corporate Consutting 3/22/86 PAGE_2_6_ or 50 ESUE DATE G
PREPARED BY DATE Resea :n Tr.an;e Para M 2770p APPROVED BY DATE P O B:s 12~2E e
esp.jer.seso APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE R1 Ma rERIAL Lir I. 2 - 4 ~u29 *= /2 'Lc, TRA Y SCCri?si
- 2. I - 4~=24' 90' VERT / CAL RGEC.
- 3. la - 4 ~.SR/CE PLATE.S.
4 48 -T'a'$ A307 At9yND A'f4)
E. LT.s w/ nut 3
~
~
(b b
V - LINEAR lbT. LOCATCN.5
_.TYP. JNSTALLATICU
(,\\
'U
-.--30j" ;;:2sj"r:
9r."
- g-p
- - * * " 49B,9 q.auwes 7
301
1"e"[.#
g
,+4, EA SIDE l
SPLKE EA S/DE Type C & D f,
B.C. (Typ.)
4 X 2.4 TRAY l
TE ST C01)F1GORAT1013 7 Figure 2 Cable Tray Test Configurations (Continued)
TF-067
000029 1933.20-1, Rev. 1 PROCEDURE h
- @[
Corporate Consulting 5/22/66 27 pact or 50 (Th& & Development Company, Ltd.
sSUE DATE V
PREPARED BY DATE Resea9 Tr.ange Pa'6 NO 27709 APPROVED BY DATE PO E:n 12 26 919 362 8800 APPROVED BY.
DATE TEST PROCEDURE on REvew BY DATE P.1 7' RAY SIZE 9 = /2 294' li t " '
9C" C
So li,--+-
45h" c
1 r i
re-
^
[
f 2 4 Y4 '
TYTE A -
./
E C.
.SPL/CE n,
EA SIDE w
r 3'
o 24 Y2
< 45W
- l. 2 - 4 #/2 ~n /2 'LG. TRA Y SEC770NS.
- 2. I - 4"xl2* 90' VEET/ CAL R/SER.
.3 8 - 4'~ SPucER PLA TES.
9; J
_.J.
4!. &4 - 3/8 ~f'A3o7 ROUND //EAD BOLTS w/ Nurs.
~
v i
o or O - LIuEAR POT, LOCATIOUS.
g.
'.I
Type C & D
}
B.C. (Typ.)
LOAD APPLICATION' y
O Figure 2 Cable Tray Test Configurations (Continued)
TF-067
000030 1903.20-1, Rev. I PROCEDURE No.
O f [h & Development Company, Ltd.
Corporate Consutting 5/22/86 pAag 28 or 50 ESUE DATE h
PREPARED BY DATE Aesea :e Tr.49;e Para NC 27709 APPROVED BY DATE e
959 362 892p PO E:n 12 26 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE R1 TRAY S!ZE 9= 29
~ 3 0 h *'
25t'a
- , ~
49'f"~
4(,W' Al s-T
. y-s- -
7YFi A -
3:Y4 "
/
f E C.
l
.5PLICE 3L EA. SIDE v
e -4 v
v p.
- =O 2*
b SR./CE EA. SiX MATEBK L15r g*
- l. 2 - N"=24's/2'LG. TRA Y SECTIONS.
- 2. I - 4 "x 24 ~ %* VERTICAL RISER.
- 3. 6-4" SPUCER MES.
Y
- 4. 61..}/ 'd A307 Rous'D HEAD 8
BOLT.S w/ NUT 5 W/f
~ ~ _ ~A or 0 - LIMEAR POT. LOCATIOUS.
Type C 8 D L-B.C. (Typ) i a'
LOAD APPLICAT/CA' y
7EST CONMufA770N 8 Figure 2 Cable Tray Test Configurations (Continued)
TF-067
000031 1903.20-1, Rev. I PROCEDURE No.
@@?
Corporate Consulting 5/22/86 pace 29 or 50 ah & Development Company, Ltd.
ISSUE DATE PREPARED BY DATE Resea ch Thange Para NO 27709 APPROVED BY DATE PO Bom 1272E 919-362 882?
APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE
~
Test Configuration 2 - Test configuration 2 consists of an e
assembly of a 10'-0" simple supported straight tray span.
A total of four different test setups are required.
R1 (a) Transverse and vertical direction load test for a T.J.
Cope 4" x 12" ladder type tray. Two setups.
(b) Transverse and vertical direction load test for a T.J.
Cope 4" x 24" ladder type tray. Two setups.
Test Configurations 3 - Test configuration 3 consists of a 90 e
bend fitting assembly, simple supported in the horizontal piane with four support locations. A total of two different R1 7'
test setups are required.
- d (a)
Vertical directional load test for a T.J. Cope 4" x 12" ladder type 90 bend fitting. Single test setup.
(b) Vertical directional load test for a T.J. Cope 4" x 24" ladder type 90 bend fitting. Single test setup.
Test Configuration 4 - Test configuration 4 consists of a 90" e
bend fitting assembly, simple supported in the horizontai plane with three support locations. A total of two different R1 test setups are required.
(a) Vertical directional load test for a T.J. Cope 4" x 12" ladder type 90 bend fitting. Single test setup.
(b) Vertical directional load test for a T.J. Cope 4" x 24" ladder type 90* bend fitting. Single test setup.
Test Configuration 5 - Test configuration 5 conr'.sts of a 90 e
bend fitting assembly, simple supported in the horizontal plane with four support locations. A total of four different R1 test setups are required.
O TF-067
000032 1903.20-1, Rev. 1 PROCEDURE No.
ON$
Corporate Consulting 5/22/86 pace 30 or_50_
k"31kb & Development Company. Ltd.
ISSUE DATE PREPARED BY DATE Resea :6 Tr. ave Parn NO 27709 APPROVED BY DATE e
1:19 362 8800 P o Boa 12726 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE (a) A positive and negative transverse directional load test for a T.J. Cope 4" x 12" ladder type tray assembly. Two setups.
(b) A positive and negative transverse directional load test for a T.J. Cope 4" x 24" ladder type tray assembly. Two setups.
e Test Configuration 6 - Test configuration 6 consists of a 90 inside riser elbow assembly, simple supported in the vertical plane with four support locations. A total of two different test setups are required.
R1 (a) Transverse directional load test for a T.J. Cope 4" x 12"
,- -(]
ladder type assembly.
Single test setup.
(b) Transverse directional load test for a T.J. Cope 4" x 24" ladder type assembly. Single test setup.
e Test Configuration 7 - Test configuration 7 consists of a 90 inside riser elbow assembly, simple supported in the vertical plane with three support locations. A total of two different R1 test setups are required.
(a) Transverse directional load test for a T.J. Cope 4" x 12" ladder type assembly.
Single test setup.
(b) Transverse directional load test for a T.J. Cope 4" x 24" ladder type assembly.
Single test setup.
Test Configuration 8 - Test configuration 8 consists of a 90 e
inside riser elbow assembly, simple supported in the vertical plane with four support locations. A total of four different test setups are required.
R1 (a) A positive and negative vertical directional load test for a T.J. Cope 4" x 12" ladder type assembly. Two
(
setups.
l TF-067
000033 1903.20-1, Rev. 1 PROCEDURE No.
Corporate Consulting 5/22/86 pace 31 or 50 GM & Development ComDany, Ltd.
ESUE DATE PREPARED BY DATE Aesea*:9 Tr.ang'e Pam Nc 27709 APPROVED BY DATE Po 6312726 e
9 9 362-6. p APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE (b) A positive and negative vertical directional load test for a T.J. Cope 4" x 24" ladder type assembly. Two setups.
The Purchaser reserves the right to make substitutes for the test spec! mens described if availability of specimens described cannot be readily obtained. The Purchaser also reserves the right to reduce the number of tests specified by the procedure.
The Purchaser may supplement this testing program by addenda R1 additions to the specification in Appendix 1 of this procedure.
l
' (3 The additional tests will become subject to the requirements of the l
k specification and test procedure herein.
I All test specimens will be assigned a unique identification number and each will have a separate file folder. The individual folders will contain as a minimum the following:
QA Test Specimens Monitor Log for controlling critical aspects e
of each test Test configuration assembly drawings providing instructions e
for proper fabrication and installation of the test specimen and instrumentation locations Original data obtained from the test e
2.1 Boundary Conditions Each cable tray configuration will be supported at various points to react the applied loads.
In order to simplify the mathematical modeling of the configurations the various supports will be designed to provide specific boundary conditions. Figures 3 through 8 show the proposed methods of providing the required restraints or degrees of freedom. The overall test fixture is TF-067
000034 1903.20-1, Rev. 1 ONI Corporate Consulting PROCEDURE No.
& Development Company. Ltd.
SSUE DATE 5/22/86 PAGE 32 or 50 PREPARED BY DATE Resea ca Tr. angle Park Nc 27709 APPROVED BY DATE P O Bom 12'2E e
c19 362 8800 APPROVED BY DATE TEST PROCEDURE QA REVIEW BY DATE i
shown in Figure 9.
At the approval of the Test Engineer, certain details of the mounting arrangement are subject to change prior to testing or if expected performance is not cchieved. The general concept for control of the boundary condition will not be changed without approval of the Purchaser.
In the construction of all test R1 setups, the testing laboratory is forbidden to use QA sensitive l
construction methods (welding, etc.) on ttst samples where these l
methods are normally controllea in the field without the l
Purchaser's written consent.
I 2.2 Total Number of Tests for Each Configuration W (/
The number of tests to be conducted on each configuration are outlined in the following paragraphs. Table 2.1 provides a summary of the configurations and number of tests required.
A minimum of three test specimens shall be teste for each of the following test configurations:
Test Configuration 2b - This requires three transverse tests e
and three vertical tests for each 4" x 24" ladder type tray, o
Test Configuration 3b - This requires three vertical directional load tests on each 90* horizontal 4" x 24" ladder type fitting.
Test Configuration 5b - This requires three positive and three e
negative transverse directional load tests for each 90 vertical riser 4" x 24" ladder type fitting.
e Test Configuroion 6b - This requires three transverse directional load tests for each 90 vertical riser 4" x 24" ladder type fitting.
TF-067
000035 1903.20-1, Rev. I PROCEDURE No.
[
Corporate Consulting hh & Development Company, Ltd.
ISSUE DATE 5/22/86 PAGE_33__OF 50 PREPARED BY DATE Resea :n Tr a*;ie Pa k NC 27709 APPROVED BY DATE P O Era 12'28 919 362 Be?p.
APPROVED BY DATE TEST PROCEDURE oA REVEW BY DATE R1 N' N LOAD 1r DIRECTION dp e
,4% /
~.;/>
xs
__ SIMPLE SUPPORT __
~
COVF2URATIONS IA2 VERTICAL LDADING
(
Figure 3 Configurations 1 & 2 Vertical Loading TF-067
000036 N
Corporate Consulting PROCEDURE No.
34 50 5/22/86 Pact or
~
& Development Company, Ltd.
ESUE DATE PREPARED BY DATE Resea en Tr.angie Pa'n NO 27709 APPROVED BY DATE pt) B,1272e e
919 3E2-8800 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE (J
k p LOAD A
D/ RECT /C//
,/
As
,, J/
Figure 4 Boundary Condition A Configurations 3, 4, and 5 (O
's TF-067
000037 1903.20-1, Rev. I PROCEDURE No.
[6 & Development Company, Ltd.
Corporate Consulting 5/22/86 pace 35 or 50 ESUE DATE PREPARED BY DATE Resea ch Trea.gg Park NC 27709 APPROVED BY DATE P O B m 12'26 919-362 B800 APPROVED BY DATE TEST PROCEDURE or Revew BY DATE b
/
l D
g.()
/
o A)
/o/%
N o
./N o
Figure 5 Boundary Conditions C & D Configurations 3, 4, and 5 TF-067
000038 1903.20-1, Rev. 1
- f Corporate Consulting PROCEDURE No.
MM & Development Company. Ltd.
ESUE DATE 5/22/86 PAGE 36 or 50 y
PREPARED BY DATE Resea ch Tr.amge Pa'k NC 27709 APPROVED BY DATE P o B:s 92?26 e
919 362 BE00 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE LDAD R1 DIRECTION i
W w :
s D
SUPPORT BLOCK DETAIL
/
/%
p/ 0 r V O
f 0
MN/
~
Figure 6 Configurations 1 & 2 Transverse Loading O
TF-067
000039 1903.20-L Rev.1 PROCEDURE No.
f Corporate Consulting 50 M & Development Company. Ltd.
ISSUE DATE PAGE OF PREPARED BY DATE Resea en Tr.angie Pa'k NC 27709 APPROVED BY DATE 919-362-8800 P O Bos 12728 APPROVED BY DATE TEST PROCEDURE oA REvew BY DATE
/
/
to
/
/
- -)<
1r 9 LCAD 1
DIREC770W ss C
.s
", ;/
Figure 7 Boundary Condition A Configurations 6, 7, and 8 o
TF467
000040 1903.20-1 nov _ 1 PROCEDURE No.
I Corporate Consulting 5/22/86 38 50 pact or 6 & Development Company, Ltd.
ISSUE DATE PREPARED BY DATE Resea : Tr.aepte Pa NC 27709 APPROVED BY DATE p o 53,3; 23 e
919-3E2 68-00 APPROVED BY TEST PROCEDURE QA REVEW BY DATE LOAD DIRECTION o
, j Y
0 o
,. (-
__p 0
/
/
/
O
/N
/
s' 0
Y 0
'MN/
Figure 8 Transverse Loading Boundary Conditions C & D 9"""
TF-067
000041 1903.20-1, Rev. I PROCEDURE No.
fI Corporate Consulting 4/22/86 39 50 h
& Development Company, Ltd.
ESUE DATE p3ag or PREPARED BY DATE Resea-ct Tr.ang+ Pa's NC 27709 APPROVED BY_
DATE P O Bo 12'28 919-362-8800 APPROVED BY DATE TEST PROCEDURE oA REvmw BY DATE n
x s. N~.
- e 7,i' *' g N'\\
e~a-
'N s,
9
~ '
'N l /
/N.,
s
/
Nh
/
'x N
J x \\
/
n
/
\\
p N
-~
x
/
,r. o -
~x N,
'x
/
l f
Figure 9 Cable Tray Test Fixture O
TF-067
000042 1903.20-1, Rev. 1 PROCEDURE No.
OI Corporate Consulting 5/22/86 pact 40 or 50 C & Development Gompany. Ltd.
ESUE DATE PREPARED BY DATE Aesea ch Tr.angie Pa a NO 27709 APPROVED BY DATE P O Boa 12720 919-362-8900 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE e
Test Configuration 7a - This requires three transverse directional load tests for each 90 vertical riser 4" x 12" ladder type fitting.
Test Configuration 8b - This requires three positive and three e
negative directional load tests for each 90 vertical riser 4" x 24" ladder type fitting.
If the results from tested specimens do not warrant the full number R1 of tests, the Purchaser's Engineer may reduce the required number l
of three tests per specimen to a lesser number.
l DU L
!O l
TF467
000043 1903.20-1, Rev. 1 PROCEDURE No.
,N [
Corporate Consulting 5/22/86 PAGE 4I OF 50 GG & Development Company. Ltd.
ISSUE DATE PREPARED BY DATE Aesta :a Tr.an;e Park NO 27709 A
06 BY DATE P O E > 1 *'2E 919 3E2 6E?O APPROVED BY DATE TEST PROCEDURE oA nEvew By DATE Table 2.1 Sumary of Test Configurations and R1 Required Number of Tests I
i Loading Test Test Number Tray Span Specimen Configuration of Size Length humber humber Tests Tested Test Type (ft)
Test to Obtain 1
l l
1-18-V-01 1
1 4 x 18 Vertical 8
Properties and Straight Span collapse load 1-18-T-01 1
4 x 18 Transverse 8
Properties and collapse load 1-24-V-01 1
6-1/4 x 24 Vertical 8
Properties and collapse load
[; (~)
V 1-24-T-01 1
6-1/4 x 24 Transverse 8
Properties and collapse load 2-12-V-01 2
1 4 x 12 Vertical 10 Properties and Straight Span collapse load 2-12-T-01 1
4 x 12 Transverse 10
, Properties and collapse load 2 24-V-01, 3
4 x 24 Vertical 10 Properties and 02, 03 collapse load 2-24-T-01 3
4 x 24 Transverse 10
. Properties and
' collapse load b
02, 03 3-12-V-01 3
1 4 x 12 Vertical 8
Properties and I
90' Bend collapse load Horizontal 3-24-V-01, 3
4 x 24 Vertical 8
Properties and collapse load 02, 03 (Continued)
N )j TF-067
000044 1903.20-1, Rev. 1 f @ 1"a & Development Company, Ltd.
I Corporate Consulting PROCEDURE No.
5/22/86 pacg 42 or 50 E*Ci" ESUE DATE PREPARED BY DATE Aetea en Tr.ang'e Pa'a NC 27709 APPROVED BY DATE P o E; 12'26 919 362 8800 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE Table 2.1 Sumary of Test Configurations and Required Number of Tests Loading Test Test Number Tray Span Speciren Configgration of Size Length Number Number Tests Tested Test Type (ft)
Test to Obtain 4-12-V-01 4
1 4 x 12 Vertical 8
Properties and R1 90' Bend I
collapse load Horizontal 4-24-V-01 1
4 x 24 Vertical 8
Properties and R1 l collapse load l
l l
t-5-12-T-01 5
1 4 x 12 Tension 8
Properties and R1 90* Bend I
collapse load p / p]
'4 Horizontal 5-12-C-01 (Longitudinal 1
4 x 12 Compression 8
I Properties and R1 l
I I collapse load Load)
)
5 24-T-01, 3
4 x 24 Tension 8
Properties and R1 02, 03 collapse load 5-24-C-01, 3
4 x 24 Compression 8
Properties and R1 02, 03 I
I collapse load 6-12-T-01 6
1 4 x 12 Transverse 8
Properties and 90' Elbow collapse load Vertical Riser 6-24-T-01, 3
4 x 24 Transverse 8
Properties and 02, 03 collapse load 1
7-12-T-01.1 7
3 4 x 12 Transverse 8
Properties and R1 02, 03 l
90* Elbow collapse load
! Vertical Riser 1
7-24-T-01 1
1 1
4 x 24 Transverse 8
Proparties and R1 collapse load (continued)
O TF-067
000045 1903.20-1, Rev. 1 PROCEDURE No.
O # [E & Development Company, Ltd.
Corporate Consulting 5/22/86 43 50 pgag or C
ESUE DATE PREPARED BY DATE Resea ch Tr,ang'e Pa*n NC 2770g APPROVED BY DATE P O Bom 1272P 919 362-6600 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE Table 2.1 Summary of Test Configurations and Required Number of Tests Loading Test Test humber Tray Span Specimen Configuration of Size Length Number hamber Tests Tested Test Type (ft)
Test to Ootain 8-12-C-01 8
1 4 x 12 Compression 1
8 I Properties and R1 90* Elbow collapse load vertical Riser 8-12-T-01 (Longitudinal 1
4 x 12 Tension 8
Properties and Load) collapse load 8-24-C-01, 3
4 x 24 Compression 8
Properties and R1 02, 03 I collapse load m,
- C'i 8-24-T-01, 3
4 x 24 Tension 8
Properties and R1 C/
02, 03 I
collapse load 1
(Concluded) i
[,
TF-067 1
000046 1903.20-L Rev. I PROCEDURE No.
@ N [M & Development Company Ltd.
ISSUE DATE Corporate Consulting 44 or 50 5/22/86 PAGE h
PREPARED BY DATE Aesea cm Tr angie Pa = Nc 27709 APPROVED BY DATE P O Bd 12'22 919-362-8B?0 APPROVED BY DATE TEST PROCEDURE oA REvew BY DATE 3.0 TEST PROCEDURE The sections that follow describe the methods, procedures, and sequence of events to be used in loading the test specimen and r
acquiring the resultant data.
3.1 Loading Criteria e
Transverse Load Test - For the straight tray test t
configurations, the test shall consist of applying a uniformly distributed transverse load (acting in the plane of the rungs).
In order to simulate the action exerted on the tray walls by cables subjected to lateral accelerations, the test gf' load shall be applied to one of the side rails of the tray in an outward direction, and its resultant shall be acting along a line whose distance from the top of the rungs is not less than one-half of the loading depth of the tray. For the 90 horizontal bend fittings, the transverse load capacity may be determined conservatively by applying a concentrated pulling force at the end.
g The intensity of the test load shall be increased by equal increments not exceeding 50 percent of the total design weight of 35 lbs/ft2 for the particular tray tested.
Each test shall be carried on until collapse occurs.
The support conditions of the test shall be such as to adequately represent a pinned clamping condition, unless otherwise indicated on the drawing in Attachment 1 of Reference 1.
O TF-067
000047 1903.20-1, Rev. 1 NI Corporate Consulting PROCEDURE No.
5/22/86 prog 45 or 50 M & Development Company, Ltd.
ISSUE DATE PREPARED BY DATE Resea cr Tt.ange Pa4 NC 277C9 APPROVED BY DATE PO Bos 12?28 e
919-362 8800 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE The test load intensities, the corresponding incremental deflections measured at all gauged locations, and the collapse (ultimate) load shall be recorded cnd preparefin graphical form. A description of the mode of failure and other observations made during the conduct of the test shall also be included in the report.
Vertical Load Test - For the straight tray test e
configurations, the direction of the load for this test is normal to the plane of the rungs. The test load shall be uniformly distributed along the tray length and applied b[
directly to the rungs. For the 90 riser bend, the load capacity may be conservatively determined by applying a concentrated load.
Load intensities, support conditions, measurements, and reporting of test results shall be as described for the Transverse Load Test.
3.2 Method of Load Application Loads applied to the cable tray sections may be generated either by deadweight loads or by one or more hydraulic cylinders.
Selection of the appropriate method will be made by the Test Engineer and approved by the Purchaser prior to testing.
In the event deadweights are to be used, each weight will be weighed and tagged with its identification number. The number of R1 weights and their value will be recorded as they are applied to the specimen.
R1 When hydraulic cylinders are used for loading, the load generated by each cylinder will be electrically measured by load cells and TF-067
000048 1903.20-1, Rev. I PROCEDURE No.
N NI Corporate Consulting 46 50 l
5/22/86 p3ag hE!L E & Development Company, Ltd.
ISSUE DATE or PREPARED BY DATE Resea en Triangle Paw NO 27709 APPROVED BY DATE P O Bd 12'28 919-362 8800 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE recorded automatically via electrical recording instruments (datalogger or Personal Computer-Data Acquisition System (PC-DAS).
R1 Uniform loading patterns will be generated by using identical cylinders hydraulically connected in parallel to a common pressure regulating source.
Connection of the cylinder to the test specimen tvill be done in a manner that will not significantly affect the strength or failure mode of the specimen.
3.3 Test Measurements The two parameters to be measured during each test consist of the g.[
applied load (s) and resultant deflection (s). Hydraulically applied V
loads will be measured via electrical load cells along the line of action.
Deadweight loads will be weighed prior to testing and the number and values of all weights used will be recorded and verified.
Displacement measurements will be made using either mechanical dial gauges or electrical displacement transducers (LVDT, linear L
potentiometer,etc.). As a minimum, displacements will be measured at the center of straight trays on the inside and outside R1 channels. For fittings, measurements shall be taken at the center l
of arc and at beginning and end of the fitting at the nearside l
channel and farside channel. Other locations may be specified at I
the discretion of the Test Engineer or Purchaser. All measurement points will be marked on the test configuration drawing indicating l
the device used and orientation.
rhU r
TF-067
000049 1903.20-1, Rev. 1 PROCEDURE No.
Off Corporate Consulting 47 or 50 5/22/86 p3ag "GG & Development Company, Ltd.
ESUE DATE PREPARED BY DATE Aesea ce Tnan;pe Pa k NC 27709 APPROVED BY DATE P O B> 12720 e
919-362 8800 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE 3.4 Test Sequence The cable tray tests will be performed in the sequence presented below:
All major test specimen components will be marked with the e
specimen's unique number prior to assembly.
The test specimen will be assembled in accordance with Brown &
e Root, Inc. Procedure Number ECP-10, Rev. 8 (see Appendix 2)
R1 and the test configuration assembly drawing. Modifications will be made as specified to provide the appropriate boundary conditions when installed in the test frame. Deviations in assembly require approval of the Test Engineer and must be f)
(
documented on the test configuration drawings and monitor log.
All required boundary restraints will be positioned and e
installed on the test frame. The specimen will be put into position and restrained as required.
If hydraulic cylinders are used for load application, each e
cylinder, load cell, and fixturing should be attached to the specimen as specified by the test configuration drawing.
Deviations from the drawing must be approved by the Test Engineer and documented on the test configuration drawing and monitor log.
All displacement measuring instruments will be installed at e
the locations specified in the test configuration drawing, by the Test Engineer, or by the Purchaser.
R1 The test configuration will be identified on a note card e
placed adjacent to the specimen and the setup will be photographed prior to testing, All instrumentation will be adjusted as required for initial e
zero and span settings. All recording media and/or data sheets will be annotated with the following as a minimum:
TF-067
000050 1903.20-1. Rev.1 PROCEDURE No.
f [6 & Development Company, Ltd.
Corporate Consulting 5/22/86 p3ag or 48 50 SSUE DATE h
PREPARED BY DATE Resea en Triangte Pa'k NC 27709 APPROVED BY DATE P O Ba 12'28 e
919 362 8800 APPROVED BY DATE TEST PROCEDURE o A REvew BY DATE (a) CCL project number.
(b) Test specimen identification.
(c) Test date and time.
(d)
Person conducting the test.
(e) Recording speed (if appropriate).
(f) Channel or trace identification.
(g)
Initial zero and span settings for each channel, All critical dimensions as specified on the test configuration e
drawing will be recorded prior to testing.
Test monitor reviews will be carried out as required by the e
test monitor log prior to conducting the test.
The test specimen will be loaded in steps as described in DI e
k Section 3.1.
After each loading increment, the specimen should be allowed to stabilize for ~30 seconds before scanning and recording the data channels. Loading should continue until collapse occurs.
A description of the mode of failure and other observations e
made during the test will be entered into the Test Monitor Log.
Photographs (labeled as post test) will be taken after failure as required to document the mode and extent of failure. The photograph (s) should be taken prior to disassembly of the test setup (and af ter disassembly if required for clarity).
Post test verifications will be performed on all instrument zeroes and spans as appropriate.
Final test monitor reviews will be conducted for completeness e
of test information and QA sign offs.
TF-067
000051 1903.20-1, Rev. I f.O [n & Development Company Ltd.
PROCEDURE No.
Corporate Consulting h
ESUE DATE 5/22/86 pgag 49 or 50 PREPARED BY DATE Aesea ch Tr.a9 pie Pa a Nc 27709 APPROVED BY DATE P O B:.12'26 919 362 8800 APPROVED BY DATE l
TEST PROCEDURE oA REvew BY DATE 4.0 DOCUMENTATION The testing laboratory shall process raw data as required for the successful completion of seismic qualification calculations using static test data and for the successful computations of trays and fitting properties. After each test configuration completion, R1 preliminary calculations and results shall be submitted to Purchaser for information.
Test reports for the cable tray hanger system shall be prepared after the conclusion of all tests. The test report shall include p /" '
the following items as a minimum:
'(d e
Cable tray hanger and cable tray identification.
Description of the test machine (test capabilities and its e
calibration).
e Specimen test mounting describing hardware used and torque requi rements.
e Plots of load-deflection data.
e Test methods.
e Test results.
e Photographs prior to and after the test.
Selected video recording at collapse time at least for straight, 90 horizontal, and 90* vertical bends.
e A record of the mode of failure at the time of collapse.
R1 Five copies of this report will be issued to TUGC0.
TF467
000052 1903.20-1, Rev. 1 PROCEDURE No.
f $,
Corporate Consulting 5/22/86 pace 50 or 50 RGM & Development Company, Ltd.
ISSUE DATE PREPARED BY DATE Resea ch Tr.a9;te Pa's NC 27709 APPROVED BY DATE PO Bom 12726 919-362 8820 APPROVED BY DATE TEST PROCEDURE oA REvsw By DATE
5.0 REFERENCES
1.
" Specification for Static Testing of T.J. Cope Manufactured R1 Cable Trays and Fittings for Comanche Peak Steam Electric Station Unit 1 & 2," Ebasco Services, Inc., SAG.CP.08 3/86, Rev. 2, L. Gorozdi.
(See Appendix 1.)
2.
" Cable Tray and Hangers Installation," Brown & Root, Inc.
(CPSES) Procedure Number ECP-10, Rev. 8.
(See Appendix 2.)
Y,(d'-
Ie i
V TF-067
O
'- -- - - - - ' - - ~ - ' ~ - - - ~ ~ -
l000053 O
4 h
7 APPENDIX 1 SPECIFICATION FOR STATIC TESTING 0F T.J. COPE R1 MANUFACTURED CABLE TRAYS AND FITTINGS FOR COMANCHE PEAK STEAM ELECTRIC STATION UNIT 1 & 2 SAG.CP.08 3/86, REY. 2 EBASCO SERVICES, INC.
I l
O
)
O EBASCO SERVICES INCORPORATED Specification for Static Testing of p;
T.J. Cope llanuf actured Cable Trays and Fittings For Comanche Peak Steam Electric Station Unit 1 & 2 I
PREPARED REVIEWED APPROVED PAGES REVISION BY BY SY DATE AFFECTED
/h' 3/3fg4 n arts R0 L Gorozdi R S Alexandru GA k
R1 L Gorozdi R S Alexandru G A.Kanakaris 2/[ff Page 2, 3 Att 1 & 2 ps/;
/
g.
g, y v
e v
R2 L Gorozdi R S Alexandru G Kanakaris S[/y[gg Pages 1,3,4,5, 6,8, Att I
%b[
[
fg EBASCO SERVICES IUCOPORATED 2 WORLD TRADE CENTER NEW YORK, NY 10048
TAELE OF C0!!TEt:TS 000055
>^ cts O
socTio':s 1
I.
Introduction 1
11 Scope of Work 1-3 III Purchaser Supplied Items 4
IV Test Procedure 4
1.
Test Set-Up 2.
Total Number of iests for Each Test Configuration 4-5 5
3.
Loading Criteria 5
a.
Transverse Load Test 5
b.
Vertical Load Test 5
c.
Axial Load Test 6
4.
Test Measurements g'"'
6 5.
Inspection and Examination m
6 Y
Data Processing 7
VI Witnessing Tests 7
VII Quality Assurance Requirement 7-8 VIII Test Report Requirement 0'
APPENDICES - Test Configurations - Sun:ary of Test Requirements - References O
_. 000056 OI ItzraoouCTIo" This specification provides the guidelines and requirements for the static testing of Nuclear Safety Related Class I or IE designated Purchaser provided T.J. Cope llanufactured cable trays and fittings for the Comanene Peak Steam Electric Station (CPSES) Unit 1 and 2.
The information from the static testing is to be used to seismically qualify the cable trays R2 and fittings tested; and to derive static section properties as appropriate for fittings and straight trays. This program is intended to augment the previously completed cable tray static testing program.
II SCOPE OF WORK The scope of work which shall be provided by the Testing Laboratory for the performance of all necessary tests shall include:
Prepare detailed static test procedure in accordance with the require-1.
ments of this specification, and all pertinent induitry standards, codes and all regulatory guides applicable to these tests.
Assemble the test configurations from the test specimens furnished by 2.
the Purchaser, provide all necessary instrumentation to measure and record the required test data and provide all required equipment, weights and facilities for conducting tests.
Prepare milestone schedule for the test activities and individual
(*
3.
Including set-up time requirements and date requirements for tests.
receiving testing specimens.
Perform all required modifications to existing test fixtures to C
accommodate test configurations and objectives.
Perform static tests, gauging, monitoring, and recordirg all necessary 5.
data needed to seismically qualify the test specimens (from static test results) and to calculate test specimens properties.
i 6.
Prepare a test report.
1 Prepare a detailed QA program requirement to be used for testing.
I 7.
Provide adequate storage facilities to store in a protected 8.
environment all test specimens received prior to testing.
Information required by item numbers 1, 3, 7, and 8 in this section shall l
be submitted to Purchaser for review and acceptance prior to test.
III PURCHASER SUPPLIED ITElis l
The Purchaser shall supply all the tray test specimens required for l
testing along with the associated hardware. A total of eight different Tnese test test configurations shall be tested by the Testing Laboratory.
configurations are briefly described in the following sections and are also shown pictorally in Attachment 1 of this specification:
000057
_2 O
III PURCH3SERSUPPLIEDITEl15(Cont'd) 1.
Test Configuration 1 Test configuration 1 consists of an assembly of an 8'-0" simple supported straight tray span. A total of four different test set-ups are required. These are for:
a) Transverse and vertical directional load test for T J Cope 61/4" R1 X 24" ladoer type tray. Two set-ups.
b) Transverse and vertical directional load test fo,r a T J Cope 4" X 18" ladder type tray. Two set-ups.
(
2.
Test Configuration 2 Test Configuration 2 consists of an assembly of a 10'-0" simple supported straight tray span. A total of four different test set-ups are required. These are for:
a) Transverse and vertical directional load test for a T J Cope 4" X 12" ladder type tray. Two set-ups.
p.
b) Transverse and vertical directional load test for a T J Cope 4" X 24" ladder type tray. Two set-ups.
3.
Test Configuration 3 Test Configuration 3 consists of a 900 bend fitting assembly, simple supported in the horizontal plane with four support locations.
A total of two different test set-ups are required. These are for:
ai Vertical directional load test for a T J Cope 4" X 12" ladder type 900 bend fitting. Single test set-up.
b) Vertical directional load test for a T J Cope 4" X 24" ladder type D
900 bend fitting. Single test set-up.
4.
Test Configuration 4 Test Configuration 4 consists of a 900 bend fitting assembly, simple A
supported in the ;1orizontal plane with three support locations.
total of two different test set-ups are required. These are for:
a) Vertical directional load test for a T.J. Cope 4" X 12" ladder k
i type 900 bend fitting. Single test set-up.
b) Vertical directional load test for a T.J. Cope 4" X 24" ladder type 900 bend fitting. Single test set-up.
O v--,-
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- - --r,
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000058
_3
()
III PURCHASER SUPPLIED ITEliS (Cont'd)
)
5.
Test Configuration 5 Test Configuration 5 consists of a 900 bend fitting asseitbly, simple supported in the horizontal plane with four support locations. A total of four dif ferent test set-ups are required. These are for:
a) A positive and negative transverse directional load test for a T J Cope 4" X 12" ladder type tray assembly. Two set-ups.
b) A positive and negative transverse directional load test for a T J Cope 4" X 24" ladder type tray assembly. Two set-ups.
{
6.
Test Configuration 6 Test Configuration 6 consists of a g00 insiae riser elbow assembly, simple supported in the vertical plane with four support locations.
A total of two different test set-ups are required. These are foc:
a) Transverse directional load test for a T.J. Cope 4" X 12" ladder type assembly. Single test set-up.
b) Transverse directional load test for a T.J. Cope 4" X 24" ladder type assembly. Single test set-up.
$sO 7.
Test Configuration 7 Test Configuration 7 consists of a 900 inside riser elbow assembly, sinple supported in the vertical plane with three support locations.
A total of two dif ferent test set-ups are required. These are for:
a) Transverse directional load test for a T.J. Cope 4" X 12" ladder type assembly. Single test set-up.
b) Transverse directional load test for a T.J. Cope 4" X 24" ladder type assembly. Single test set-up.
8.
Test Configuration 8 Test Configuration 8 consists of a 900 inside riser elbow assembly, simple supported in the vertical plane with four support locations.
A total of four different test set-ups are required. These are for:
a) A positive and negative vertical directional load test for a T.J.
Cope 4" X 12" ladder type assembly. Two set-ups.
b) A positive and negative vertical directional load test for a T.J.
Cope 4" X 24" ladder type assembly. Two set-ups.
The Purchaser reserves the right to make substitutes for the test R1 O
specimens and to reduce the number of tests as described and proposed R2 in Attachment 2.
The Purchaser may supplement this testing program by addenda adoitions to this specification, which then shall become subject to this specification's requirements.
Each added addendum shall require the prior concurrence of the Purchaser and Testing Laboratory.
000059 IV TEST PROCEDURE The Testing Laboratory shall submit a detailed Test Procedure describing test set-up, test sequence, and test neasurement in general accordance with the requirements of this specification.
~ 1.
Test Set-Up
,Each test specimen consisting of tiers, clamps, and tray sections shall be assembled in accordance with the procedures used by the construction forces at CPSES as summarized by the references in Attachment 3 using The Test Labor-the test configuration drawings shown in Attachment 1.
atory shall verify that each test specimen is assemDied in accordance with the drawings and that all connections are properly ti htened S
before each test, and in case of damage shall, after recoroing the
(
damage, replace any cable tray elements damaged.
All investigations of straight tray runs performance shall be based on an B'-0" or a 10'-0" simple span condition, constructed by joining enc-to-end two 4'-0" sections or 5'-0" sections with the standard splice and assembly used in the field. The splice plate detuil and install-ation procedure shall be as per references in Attachment 3.
R2 In the construction of all test set-ups, the Testing Labcratory is forbidden to use QA sensitive construction; such as, welding without Purchaser's written consent.
2 Total Number of Tests for Each Test Configuration 2
4 A nininum of three test specimens shall be tested for each of the following test configurations described in Section III of this specification:
This requires three transverse and three Test Configuration 2b.
a) vertical directional load tests for each 4"X24" ladder type tray.
This requires three vertical directional Test Configuration 3b.
b) load tests for each 900 horizontal 4"X24" ladder type fittin5-N This requires three positive and three Test Configuration 5b.
c) negative transverse directional load tests for each 900 vertical l
i riser 4"X24" ladder type fitting.
This requires three transverse directional Test Configuration 6b.
f d) load tests for each 900 vertical riser 4" X 24" ladder type fitting.
This requires three transverse directional Test Configuration 7a.
load tests for each 900 vertical riser 4" X 12" ladder type fitting.
e)
Test Configuration Bb. This requires three positive and three f) 0 vertical negative vertical directional load tests for each 90 riser 4" X 24" ladder type fitting.
fO If the results from tested specimens do not warrent the full number of R2 tests, the Purchaser's Engineer may reduce the required nuuber of three l
tests per specimen to a lesser number.
000060
_s.
2.
Total Number of Tests for Each Test Configuration (Cont'd)
Ci Single tray tests shall be conducted on all other tray test require-ments described in Section III. A complete sumnary of test require-R2 ments for each test configuration in Section III is found in.
3.
Loading Criteria Transverse Load Test - For the straight test tray configurations, a.
the test snai s consist of applying a unifomly distributed transverse load (acting in the plane of the rungs).
In order to simulate the action exerted on the tray walls by cables subjected to lateral accelerations, the test load shall be applied to one of the side rails of the tray in an outward direction, and its resultant shall be acting alon5 a line whose distance from the top of the rungs is not less than one-half of the loading depth of the For the 900 horizontal bend fittings, the transverse load tray.
capacity may be detemined conservatively by applying a concentrated pulling force at the end.
The intensity of the test load shall be increased by equal increments not exceeding 50 percent of the total design weight of 35 lbs/ f t2 for the particular tray tested. Each test shall be carried on until collapse occurs.
k The support conditions of the test shall be such as to adequately represent a pinned clamping condition, unless otherwise indicated on the drawing in Attachment 1.
The test load intensities, the corresponding incremental deflections measured at all gauged locations, and the collapse (ultimate) load shall be recorded and prepared in graphical fom.
A description of the mode of f ailure and other observations made during the conduct of the test shall also be included in the report.
b) Vertical Load Test - For the straight test tray configurations, i
sne load for this test is nomal to the plane of the cirection of The test load shall be uniformly distributed along the the rungs.
tray length and applied directly to the rungs. For the 900 riser bend, the load capacity may be conservatively determined by applying a concentrated load. Load intensitites, support conditions, measurements, and reporting of test results shall be as described for the Transverse Load Test.
R2 O
000061 4.
Test 11easurements Tne Terting Laboratory shall provide sufficient instrumentation at appropriate locations on each test specimen to measure required data.
The Testing Laboratory shall describe in the test procedure the cpecific type and position of each measurement device to be used, and the nature of the data to be measured. As a minimum, measurements shall be taken at the center of straight trays on the nearside channel and farside channel. For fittings, measurements shall be taken at the R2 center of arc and at the beginning and end of the fitting at the near-side channel and farside channel. Other locations may be specified at the discretion of the Test Engineer or Purchaser.
5.
Inspection and Examination All equipment covered by this specification shall be subject to a.
inspection and examination which will be performed in accordance with the latest editions of applicable standards, codes, legislation, regulations, including all addenda in effect on the date of test commencement.
The Testing Laboratory shall submit a complete Ifsting of all b.
The inspections and examinations intended to be performed.
Purchaser or designated representative shall have the right to witness all inspections and examinations.
The Testing Laboratory shall notify the Purchaser of the schedule c.
of inspection and examination.
Inspection by the Purchaser shall not relieve the Laboratory of d.
responsibility for furnishing material and equipment to conform to the requirements of this specification, nor invalidate any claim which the Purchaser may mal'e because of defective or unsatisf actory material or faulty workmanship.
Inspection and examination of all Purchaser supplied trays, e.
supports, fittings and connections shall be inspected upon
('
receipt and upon assemble completion prior to testing.
Any supplied parts or completed assemble found to be deficient, f.
shall be brought to the attention to the Purchaser. An attempt to correct deficience shall be made by the Testing Laboratory to their own satisfaction and confidence to allow for obtaining of '
reliable test data.
V.
DATA PROCESSIl4G The Testing Laboratory shall process raw data as required for the success-ful completion of seismic qualification calculations using static test data and for the successful computations of trays and fittings properties calculations. The Testing Laboratory shall describe in the Test Procedure O
the specific methods which shall be used to process the raw data, and the method of presentation in the report. Af ter each test configuration completion, preliminary calculations and results shall be submitted to Purchaser for information.
i
- _ _ 000062 VI. WITNESSING TESTS The Purchaser, Regulatory Body, or Purchaser's designated representative shall have free access at all times to the Testing Laboratories areas and facilities to inspect and examine, to observe or review tests and test results. The Testing Laboratory shall provide Purchaser with all the reasonable facilities required for source inspection, witnessing of tests, or examination of records. The Testing Laboratory shall notify Purchaser 10 working days prior to the performance of any operation or test to be witnessed.
VII OUALITY ASSURANCE REQUIRE!!ENT The vendor shall establish and implement a quality assurance program which conforms to the applicable rules and standards as imposed by NRC,10 CFR 60 Appendix B and this specification.
The vendor shall submit all installation and test procedures to Purchaser for review and approval prior to implementation. This right of review and approval shall also extend to any changes made to the vendors quality assurance program and procedures during the course of work.
The vendor shall provide right of access to his plant facilities and records for inspection or audit purposes by Purchaser, Purchaser's designated representatives, or other authorized parties such as regulatory p
agencies.
The vendor shall agree to stop work at the request of Purchaser or Purchaser's representative until resolution of any major quality assurance or quality control deficiencies.
The vendor shall establish procedures to assure that all inspection tools, instruments, gauges and other measuring and testing devices are in a cali-bration and control system traceable to the National Bureau of Standards where such standards exist. When inspection and testing equipment is found to be out of calibration, all items inspected, tested or measured with that equipment since the latest valid calibration shall be considered unaccept-p able. Resolution of these cases shall be determined on a case by case basis.
VIII TEST REPORT REQUIREllENT Test reports for the cable tray hanger system shall be prepared after the conclusion of all test. The test reports shall include the following items as a minimum:
1.
Cable tray hanger and cable tray identification Description of the test machine (test capabilities and its calibration) 2.
Specimen test mounting describing hardware used and torque requirement.
3.
. 000063 VIII TEST REPORT REQUIREID T (Cont'd) 4.
Plots of load-deflection data 5.
Test lietnod
~
6.
Test Results 7.
Photographs prior to and after the test 8.
Selected video recording at collapse time at least for straight, 900 -
horizontal and 900 vertical bends.
9.
A record of the mode of f ailure at the time of collapse.
RI 4
N m
e 6
e i
000064 ATTACHXENT 1 O
Boundary conditions nomenclature t,o be used for all Test Con-figurations in this Attachment.
LTE B nTE A P j a-t k
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b K ~~,
I
_L L
h Translation Roller Hinge No Trpnslation Hinge C
DTE C TYPE 6' 4
s t
p k
L L
c Translation Roller Translation Roller Hinge Hiny l0 l
l
ATTACHMENT 1 (Cont'd) 000065 st Configuration 1 - J'-0* simple supported straight tray span for T.J. Cope Ladder Type Trays.
o'. 6'.
S '~ 0" O'- 6" L'-o" Tray
- j..l.
1 f b R""75 I
s jgTyPg
( S I'.
Mb P ce Q y e 5 tO T
n Y F}
Test Configuration 2 - 10'-0" simple supported straight tray span for T.J. Cope Ladder Type Trays c'-s',.
10'- 6
.d-4" S'-0" T
l f oy e;!::i r """8 '
h Tpe A k
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Splice T(pe B +P B. C.
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ATTACHMENT 1 (Cont'd) 000066 Test Configuration 3 - 900 bend fitting, simple supported in the horizontal plane for a T.J. Cope Ladder Type Tray Fittings.
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I Test Configuration 4 - 900 bend fitting, simple supported in the horizontal plane for a T.J. Cope Ladder Type Tray Fittings.
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ATTACHMENT 1 (Cent'd) 000067 Tast Configuration 5 - 900 bend fitting, simple supported in the horizontal O
plane for a T.J. Cope Ladder Type Tray Fittings.
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000068 Test C:nfiguraticn 6 - Vartical 900 inside riser elbsw fitting, sisple supported in the vertical plane for a T.J Cope Ladder Type Fitting.
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6 y
f ype D+C B.C. (Typ.)
"O Test Configuration 7 - Vertical 9so inside riser elbow fitting, simple supported in the vertical plane for a T.J Cope Ladder Type Fitting.
n A
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h R2 trype A e.c.
spl;as es sids 7I Ay Size A(in)
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4 s.3 se
.30.%.. 2 5.5--
ATTA0ZLOT 1 (C nG'G) 000069 Test Configuration 8 - Vertical 900 inside riser elbow fitting, si ple supported in the vertical plane for a T.J Cope Ladder Type Fitting.
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ATTACHMEh7 2 000070 CTATIC TEST SL*2'. ARIES Test Number Tray Test Loading Test To Configuration of Size Type Span No.
Tests Tested Length (f t)
Obtain 1
1 4 x 18 Vertical B
Properties and Collapse Load R1 1
6k x 24 Vertical 8
1 4 x 18 Transverse 8
1 6k x 24 Transverse 8
2 1
4 x 12 Vertical 10 Properties and Collapse Load r
1 4 x 12 Transverse 10 3
4 x 24 Vertical 10 3
4 x 24 Transverse 10 3
1 4.x 12 Vertical 8
Properties and Collapse Load
?
3 4 x 24 Vertical 8
4 1
4 x 12 Vertical 8
Collapse Load Only 1
4 x 24 Vertical 8
l I
5 1
4 x 12 Transverse 8
Properties and Collapse Load l
1 4 x 12 Transverse (-)8 l
3 4 x 24 Transversa 8
3 4 x 24 Transverse (-)8 OO
(
ATTACEE' T 2 (CONTIEUED) 000071 STATIC TEST SUWARIES (CONTINUED)
OV Test Number Tray Test Loading Test Configuration of Size Type Span To No Tests Tested Length (ft)
Obtain 1
1 6
1 4 x 12 Transverse 8
Properties and Collapse Load 3.
4 x 24 Transverse 8
t 7
3 4 x 12
- ransverse 8
Collapse Load Only 1
4 x 24 Transverse 8
I" 8
1 4 x 12 Vertical
(-)
8 Properties and
'g~
Collapse Load 1
4 x 12 Vertical 8
3 4 x 24 vertical
(-)
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4 x 24 Vertical 8
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000072 ATTACHMENT 3 REFERENCE 1.
Comanche Peak Response Team Program Plan and Issue - Specific Action 2.
Cable Tray Hanger Design Adequacy Verification Program - (Unit 1. TNE-AB-CS-1) 3.
CPSES Installation Procedure (ECP-10) o I
i O
000073 O
APPENDIX 2 CABLE TRAY AND HANGERS INSTALLATION ECP-10, REV. 8 BROWN & ROOT, INC.
(O 1
1 3
O
000074 e
y JOB 35-1195 COMANCHE PEAK STEAM ELECTRIC STATION Construction Procedure DOCUMENT CHANGE NOTICE NUMBER 3
Notice applicable to Construction Procedure No. 35-1195-tcp-10 Rev. s This change will be incorporated in the next revision of the procedure.
Change the procedure as follows:
Please replace the following page with the attached:
Reason for change Page 6 of 9 Clarify use of WPS 10074 i
i l
l Reviewed by:
/0-20-8f b d
/O-6'6 l
Oi1gina$r
//
Date Brown & Root Quility AsYurance Date f
- b W x.e Date Approved by:
}.
TUGC0 Qual ssurance hJ w..
W 11/12/85 l
Construi: tion Project Manager Date Effective Date
~
000075 i.
~
O JOB 35-1195 i
COMANCHE PEAK STEAM ELECTRIC STATION g
el Construction Procedure DOCUMENT CHANGE NOTICE NUMBER 2
35-1195-ECP 10 Rev.
8 Notice applicable to Construction Procedure No.
This change will be incorporated in the next revision of the procedure.
Change the procedure as follows:
Please replace the following page with the attached:
Reason for change Page 2 of 9 To make ECP-10 and ECP-10A agree on Unit 1 and Unit 2 boundary.
~
C Reviewed by':
)
i 3-tv-gr NA k,I,,
2-19-gr Date Originatog T
Date Brown & Root (QualityrAssurance ghfS(
h m 3Z/93
~
Date Approved by:
- TUGC6 Quality Assu'rance
.I-2[-f I 4/11/85 M 8 bA
,z-Constructron' Project Manager Date Effective Date W
000076 O
J08 35-1195 COMANCHE PEAK STEAM ELECTRIC STATION Construction Procedure DOCUMENT CHANGE NOTICE NUMBER 3
Notice applicable to Construction Pry.edure No. 35-1195-rep 10 Rev. s This change will be incorporated in the next revision of the procedure.
Change the procedure as follows:
Please replace the following pages with the attached:
Page 2 of 9 6 of 9 II '
F
~~
'O Delete Attachments 5 and 6 Reviewed by:
4z
- A 4/w 2.-2.7-f7 Mk Nu d-d7-If Originatori
/
Data Brown & foot Quality Assurance Date fk M/6 7 ).ll N W /
^
~
TUGCO'Qua11ty Assurafce Approved by:
O W.Jsa-a.,n uction Project Manager Date Effective Date
000077 BROW:i & ROOT, INC.
PROCEDL7E EFFECTIVE PACE ll CPSES NUMBER REVISION DATE JOB 35-1195 ECP-10 8
08/31/84 2 of 9 2.2 SCOPE The scope of this procedure covers fabrication, painting, erection, installation, welding, storing, and inspection of cable trays and It also covers cable tray supports in Unit 1 Category I buildings.
the preparation and controlling of hanger location and fabrication drawings.
Unit 2 activity shall be accomplished in accordance with ECP-10A.
For the intent of this procedure Unit 2 shall be defined as the 1
cable trays and cable tray supports located outside of the Unit physical security boundary and the cable trays and cable tray supports located in the following rooms.
Room i Boom f Room i 115B 130 152 l'
- 134 152A 115D 116 134B 194 118 136 195 120 137 196 122 138 197
&[}\\-}
202 123 14BC 126 149 204 128 151B 208 Excludes cable tray and hangers on main structural steel frame.,
2.3 GENERAL REQUIRDfEh'IS 2.3.1 Material Sources 2.3.1.1. Cable trays and fittings are to be those purchased in accordance S
1 with Specification ES-19.
2.3.1.2 Crounding fittings are to be those purchased as called for on I
the Bill of Materials Drawing El-1800 or E2-1800.
Material used for identification are to be purchased in accordance 2.3.1.3 with Specification ES-100.
Patent structural items are to be those purchased on safety-related 2.3.1.4 purchase orders ia compliance with Specification SS-165.
i O
ECP-10 Rev. 8 DCN #2 4/11/85 Sheet 2 of 2
%1 w-
,w
EFFECIIVE BROWN & ROCI, INC.
PROGDURE CPSES NUMBER REVISICBI-DATE PAGE O
JOB 35-1195' 08/31/84 3of9 ECP-10 8
structural steel members (A36 or A500 GRB. any other to be approved 2.3.1.5 are to be those obtained from the iron isb shop or by Engineerig) storage areas.
designated "Q 3.0 PR OCEDURE PREPARATION W BANGER I4 CATION AND FABRICATION IEtAWINGS 3.1 g
3.1.1 Freparation of Hanger Incation Drawings Upon receipt of approved G&H engineering drawings, showing location and size of cable tray supports, the Civil Drafting Section shall Prepara a support map as fctiows:
Obtain a full size legible copy of the plan drawing showing 1.
the location of the support hangers.
Identify the print as a cable tray support map and list the 2.
FSE neber in the title block.
(*f
^
[-
If more Identify each cable tray support with a unique number.
3.
than one support is at a specific location, the unique neber will be determined by each elevation.
(See Attachment 8).
Iag assigned support neber in the Cable Tray Banger Index 4.
to avoid duplication. (See Attachment 2).
Civil 5.
Upon completion of drawing, submit to the Project Engineer or his designes for approval.
3.1.2 Freparation of Fabrication Drawinas l
Preparation of inbrication/ detail drawings FSE-00159 is to proceed N.
as follows:
An undimensioned drawing shall be prepared for each con-1.
figuration of support. Gopies of these dravigs shall be used Apr individual hanger detail drawings.
A detail drawing shall be prepared for each support by addig 2.
dimensions derived from the C&R drawing to each copy of the lasic support type drawing. location of the hanger will be shown on the detait drawing. Attachsents to concrete or embedded plates are shown for reference only. The determination of detail to be used will be made in the field in accordance with G&B drawings and/or field skatches prepared by site O.
Engineering.
t EFFECTIVE I
3ROWN & ROM. INC.
FROCEDURE CPSES WUMBER REVISION-DATE FAGE 4
JOB 35-1195 ECP-10 8
08/31/84 4 of 9 NME: FSE-00159 detail drawings issued prior to 5-26-81 may not show the location of the support. Incation on these supports have been obtained by the field craft f
and quality control inspectors by the use of the The se l
support map drawing and the C6H design drawing.
detail drawings issued prior to 5-26-81 are not required to be revised and reissued to add the location of the j
l support.
l 3.
The complete drawing shall be identified with the unique support ntamber as the sheet ntanber. log the ntanber in the Cable Tray Banger Index to avoid duplication.
(See Attach-me nt 2).
4.
The Project Civil Engineer or his designee will approve the detail drawings.
5.
Each drawing shall be sent to DCC for distribution as per DCP 3.
Civil Engineering will send original drawings to 4 ;O DCC and log such transmittal on attachment 1. DCC clerk
?
\\/
will initial FSE 00159 distribution sheet as an acknowledgement of receipt of these drawings.
Map drawings too, shall be sent to DCC by Document Routing form (see attaclument 9). DCC clerk will acknowledge the receipt.
l 6.
If it is determined that the hanger cannot be erected per the detail drawing, field personnel shall contact ti.e Civil / Structural Engineering Group fbr resolution.
P 7.
The Civil / Structural Engineering Group will resolve the erection problems using Component Nodification Cards (OIC's) or Design Change Authorization (D3) and shall inform the Project Civil Engineer or his designee of any chages or modifications.
8.
FSE-00159 will only be revised if a complete tunser refabrication is required via a OIC or DCA. The original hanger ataber shall remain the ease.
Distribution of the revised dravig shall be made in aceo'r-9.
dance with Step 5 above.
s 3.1.3 Drawing Revisions 1.
Upon receipt of an approved G&H Engineering Drawing revision showig location or configuration of revised
.. ~....
000080 EFTECTIVE BROWN & ROUr, INC.
FROCEDURE CPSES NUMBER REVISION ~
DATE PAGE JOB 35-1195 08/31/84 5 of 9 r
ECP-10 8
cable tray supports, identify it with the latest approved associated FSE Drawings per Section 3.1.1 and prepare fabrication drawings per Section 3.1.2.
All. revisions
~
shall be shown on all drawings and area revised shall be noted.
3.1.4 Voided Ha rmer s If a hanger is voided per a O(C, DCA, or C6H Drawing 1.
revision, the FSE-00159 shall be marked " Void" and information identifying the reason for all pertinent voiding will be written on the FSE-00159.
(i.e., void per 010-13656 etc.).
The revised FSE-00159 shall be distributed per Section 2.
~
3.1. 2. 5.
The herger location map drawing shall be revised to remove 3.
the voided hanger and distributed per Section 3.1.1.5.
The Cable Tray Esager Index log shall also be revised to 4.
show voided hangers and retained in the Civil Dra fting The reason for voiding support shall also be section.
shown in log.
It is not required that FSE-00159 Drawings that were voided 5.
and discarded prior to May 1980 be replaced and reissued as
" VOID".
If a void FSE-00159 Drawing is necessary for Engineering or inspection purposes, replacement request must be made by 3 part seno.
3.1.5 test or Damazed Batners If a hanger is lost or damaged prior to being accepted by 1.
QC, it shall be reworked or refabricated per applicable procedures.
The original
- cable tray hanger insber will remain the asse.
2.
O W
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000081 1'
3ROWN & ROOT, INC.
PROCEDURE EFFECTIVE PACE DATE CFSES NUMBER
' REVISION j JOB 35-1195 l
g ECP-10 l
8
! 08/31/84 l
6 of 9 3.
If a hanger is damaged af ter being accepted by QC, the unsatisfactory / nonconforming condition will be reported by QC in accordance with QA/QC procedures. Manger will be modified in accordance with site procedures.
3.2 FABRICATION OF HANCERS 3.2.1 Cable tray hangers may be either field or shop fabricated.
Material shall be selected and cut in accordance with the design documents. The TSE-00159 sheet number of the fabrication /
detail drawing (unique hanger number) shall be marked on each assembly.
3.2.2 Welding shall be performed, as indicated by the details provided on the design drawings and /or field sketches prepared by site Engineering, by welders qualified to AWS D1.1 and BER welding specification WES-029. The following WPS's shall be used:
10046 10074 - With specific written approval by Welding Engineering only 7
10046, 11032 - Tiare bevel 3
All welds may be either shop or field welds. QC inspection of welding shall be performed prior to painting.
3.2.3 Upon completion of work on the fabricated assembly and before painting, the unique number assigned per FSE-00159, shall be stamped on the suppport dare it shall remain visible af ter the cable tray is installed. This shall be done using approved marking dia.s.
For supports that have been covered with fire pro-tective coatings, the I.D. number shall be transferred to metal tags which shall be affixed to the support by banding around structural
' members.
3.2.4 Af ter fabrication, components shall be painted in accordance with CCP-30 or CCP-30A, as applicable.
3.2.5 Protective Coating Traceability All shop coated steel that requirts protectiva coating and is cited for installation in the Reactor Building shall be stamped with a unique coating code number.
ECP-10 Rev. 8 DCN #3 11/12/85 sheet 2 of 2
000082 BR0k*N & ROCI, INC.
PROCEDURE EFFECIIVE O
CPSES NUM3ER REVISION DATE PACE i
1 J03 35-1195
'ECP-10 8
08/31/84 7 of 9 i
Unique code numbers shall be assigned and applied in accordance with CCP-30 and CCP-30A.
Upon division of materials, the unique coating code number shall be transferred along with other unique material identification numbers.
The transfer of unique coating code numbers shall be witnessed by QC.
Additionally, upon division of material, any Q-coated steel that re-mains in stock shall maintain its coating code number. If coating code number transfer is necessary to accomplish this, it shall be witnessed by QC as stated in applicable QC instructions.
3.3 INSTALLATION OF SUPPORTS 3.3.1 Cable tray supports shall be installed in accordance with the design drawings and/or field sketches prepared by site Engineering.
All bolted connections shall be in accordance with CEI-20, approved C&H drawings and the AISC Code (Seventh Edition). All welded connections shall be performed per Section 3.2.2 and in accordance with CCP-45.
3.3.2 If gap (s) exist between the base plate and concrete ich exceed
.0625" in depth and the gap (s) involve more than 20% of the base plate surface area, an approved epoxy grout may be used to increase the bearing surface of the plate. Thickness of the epoxy grout shall not exceed.5" in depth unless authorized by engineering, crouting operations shall be performed in accordance with B8R Engineering Instruction 35-1195-CEI-25.
. Note: Cement or epory grout is not needed for cable tray supports attached to a horizontal or vertical surface, above a floor, provided shias are used as shown on Attachment 7.
3.4 OPERATION TRAVEIERR 3.4.1 All field fabrication and installation of cable tray hangers shall be performed using an operation traveler per CP-CPM 6.3.
(See
' for Unit 1).
i O
ECP 10 Rev. 8 DCN #1 03/08/85 sheet 4 of 5
i I
BROWN & ROCI INC.
PROCEDURE EITECTIVE
'O CPSES NUMBER REVISION ~
DATE PACE i
JOB 35-1195 ECP-10 8
08/31/84 8 of 9 3.4.2 All fabrication and installation of Unit 2 cable tray clamps after 8/31/84 shall be performed usig an operation traveler l
por D-CFM 6.3.
(See Attachment 6) 3.4.2a shall be utilized for any rework of Unit 2 cable tray clamps installed on or before 8/31/84.
3.4.3 All shop fabricated hangers will be doctamented in accordance with applicable QC procedures.
3.4.4 All rework for Unit I shall be 9erformed using a rework traveler in accordance with CP-CPM 6.3. (See Attcchment 4) l
~
3.4.5 Conduit supports attached to cable tray hangers will require Egineerig approval and will be installed and doctamented in accordance with ECP-19.
3.5 BANDLING OF CABIZ TRAY SUPPGtTS
~
3.5.1 All cable tray supports shall be handled and stored in accordance with MCP-10.
3.6 INSTALIATION & CABIE TRAY 3.6.1 Cable tray and fittings are to be installed in accordance with approved G&H drawings and within tolerances specified in ES-100.
3.6.2 All color coding, marking and identification of cable tray shall be performed per ES-100.
3.6.3
. The cutting of full cable tray lengths is to be done utilizing
(
hand tools and power equipment such as skill saw with carbide blade, reciprocating env etc. Any sharp burrs and edges shall be filed or ground smooth. Any damage to the galvanized finish of the cable tray, including field cuts is to be repaired by application of galvanox paint within twenty-four hours.
3.6.4 Welding of cable tray fittings and miscellaneous hardware (splice plates, heavy duty plates. SP9 clips, etc.) shall be done as indi-cated on G6B drawings by welders qualified to AWS D1.1 and WES-29.
Weld procedure specification (WPS) approval will be obtained from Welding Engineering on a case by case basis.
3.6.5 Welded cable tray fittings will be documented in accordance with the applicable QC procedures. A unique E" assaber will be assigned to each fittig which will signify acceptance and provide traceability.
O A log shall be kept in the welding shop by the Electrical department.
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000084 BROUN & ROCT, INC.
PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PACE O
1 JOB 35-1195 ECP-10 8
08/31/84 9 of 9 Welded miscellaneous hardware (splice plates, heavy duty plates. SP9 clips, etc) will be documented on operation traveler in accordance with CP-CPM 6.3.
(See Attachments 3 and 4).
The system used prior to this revision did not require Note:
travelers or UFML's. Acceptance was provided by the "QC Acceptance" sticker. Items for which status indicators such as the stickers, inspection reports, travelers, and/or VfML's are available, are acceptable and do not 1
require reinspection. However, if none of the aforemen-tioned status indicators are available the welds shall be cleaned by the craft and inspected by QC in accordance with the applicable QC procedure.
Grounding of cable tray is to be done in accordance with 'the details 3.6.6 on the G E Engineering drawing.
Cable tray covers shall be installed in accordance with approved 3.6.7 GlH drawings.
Installation and inspection of cable tray is documented in accordance E
C 3.6.8 with applicable QC procedures.
When Richmond inserts are used, thread engagement into the ins'ert 3.6.9 shall be at least 2 X bolt diameter plus 1/8".
3.7 HANDLING OF CABf.E TRAT All cable tray shall be handled and stored per MCP-10.
3.7.1 4.0 ATTACHMENTS 9'
1 - FSE-00159 Distribution 2 - FSE-00160 Cable Tray Banger Index 3 - Operation Traveler (Unit 1) 4 - Eawork Traveler (Unit 1) 7 - Shia Detail 8 - kitiple Unique haber Identification 9 - Document Routing Fora O
03/08/85 Sheet 5 of 5 ECP 10 Bav. 8 DCN #1 M 4 e
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000085 O
BROWN & 100I, INC.
FROCEDURE EFFECTIVE V
CPSES NUMBER REVISION-DATE PACE j
l JOB 35-1195 ZCP-10 8
08/31/84 1 of 1 ATIACEMEh7 1
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000086 EFFECTIVE s
- PROCEDURE BROWN & 100I, INC.
IfUMBER REVISICE-DATE PACE CPSES JOB 35-1195 ECP-10 8
08/31/84 1 of 1 ATTACEMENI 2 C StWE I9.RY Nf;MGrEC2.
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EFFECTIVE PROCEDURE BR06.N & RODI, INC.
NUMBER REVISIQ1-DATE PAGE CPSES Jos 35-1195 l
ECP-10 8
08/31/84 1 of 2 ATTACHMENT 3 i
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000088 BROWN & ROCI, INC.
FRCCEDURE EFFECTIVE O
CPSES NUMBER REVISICF DATE FACE I
JOB 35-1195 08/31/84 2 of 2 ECP-10 8
ATTACEMENI 3 (Cont'd)
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000089 EFFECTIVE PROCEDURE BR0llN & ROCI. INC.
NUMBER REVISIGP DATE PACE CPSES i
JOB 35-1195 ECP-10 8
08/31/84 1 of 3 ATTACEMElfT 4 comi?itucTun cap.s tem ?navt lER ccarinuar6in-
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1 000090 EFFECTIVE BROW fi 100I, INC.
PROCEDURE CPSES NUMBER REVISION-DATE FACE JOB 35-1195 ECP-10 8
08/31/84 2 of 3 ATTACEMENT 4 (Cont'd) pee _ tF TRAftL D 18.:
tELD titset:T104 00C80tTATf0m CARD TT M/PT UT P!t2 TO P!!E.
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4-x ppyy The welding of etsdrilled holes is a result of R
misfabricetten er design change and is not a hose e
f estal defact and any be accomplished withest en W1. OC shall be nettfled prior te the start of w1 ding for the porpose of identifying the fecetten of the weld.* Itale 1ecettens shall he decwented to the space provided below by Craft er OC.
(se of this card for plus elding valid fte CF.OP 11.10 aniel.
1.
QG te vertfy swesir lecetten.
2.
SC te verify repair for finst visual secep.
t=ce.
3.
teeld tenett fled with widers' ssetel:
GC^t
- EUr EEQUDIED P3 ITDIS DETALf2D PER GI-er 3.1.N PanA. }.1.6.
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.......-- 9006 9.1-BROWN & ROCI INC.
PROCEDURE EFFECTIVE CPSES NUMBER REVISION-DATE FACE JOB 35-1195 ECP-10 8
08/31/84 3 of 3 i
ATTACHMENT 4 (Cont'd) i i
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NUMBER REVISION' DATE PACE CPSES JOB 35-1195 ECP-10 8
08/31/84 1 of 1 ATTACHMENT 7 SHIM DETAIL 4
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000093 EFFE'CIIVE.
BROWN & ROOI. INC.
FROGDURE CPSES NUMBER REVISIY DATE PAGE JOB 35-1195 ECF-10 8
08/31/84 1 of 1 ATTACEMENT 8 MUI.TIPLZ UNIQUE NUM,BER IDENTIFICATION Unique embers designating hangers in same location but dif ferent elevations shall be shown on the map drawing. Below is an example of this designation process.
13401 (821 '-6 ")
13402 (83 2 '-O")
cCO 13404 (810 '-4 ")
13403 (812 '-10")
4085 (816 '-3 ")
FOR REFERENCE ONLY Any combination of the nebering sequence is acceptable; however, there shall be no duplication of numbers. De tailed location, elevation and configuration is given on the FSE-00159 detail drawing.
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000094 EFFECTIVE BRCVN & ROCI, INC.
FR03 DURE NUMBER REVISION" DATE PAGE CPSES
\\
JOB 35-1195 08/31/84 1 og i i
ECF-10 8
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ATTACHMENT 9 DOGMENT ROUTING TO THE DOCUMENT CONTROL GNTER DOC 1 PENT ' I.D.
DATE:
FR m:
(ORGANI2 ATION)
EANDLING INSTRUCTIONS DISTRIBLTIE BOLD
~
FILE WLY - NO DISTRIBUTION ROUTE 70R APPROVAL (PROCEDURES ONLY)
CIHER NO. OF COPIES:
DISTRIBUTION:
9
_4D g
v Revision:
Please tract this dravi:st per C & R Dwg:
in the Field Dwg. Control Iog:
ROUTED BY:
RECEIPT AGNOWLEDGE DAah
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J RECEIVED APR 0 2 $83 g0095
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EFFECTIVE l BROWN & EOOT, INC.
PROCEDURE CPSES WUMBER REVISION DATE PAGE ECF-10 8
08/31/84 1 of 9 TITLE:.
ORIGINATOR ~
f CATE
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2/
/"
LATE '
GR S LIATION REVIEWED BY:
TUGCO QA AFFROVED BY:
[~ 8I~ Ik CONSTRUCTION FROJECT MANAGER DATE ll t p #1 k
~
1.0 TAB 1E W CONTENTS pg'j g,5 ItrTRODUCTION 2.0 ENGl 0FFICEIND F
_FURPOSE 2.1 2
""c 2.3 GENERAL REQUIREMENTS p
y U E ONLY 4
2.3.1 Material Sources LO PROCEDURE 3.0 FREPARATION W BANGER LOCATION AND FABRICATION DRAWINGS 3.1 3.1.1 Freparation of Ranger Incation Drawings 3.1.2 Preparation of Fabrication Drawings 3.1.3 Drawing Revisions 3.1.4 Voided Bangers 3.1.5 b st or Damaged Hanners 3.2 FABRICATION W BANGERS I
3.3 INSTALIATION W SUFFORTS 3.4 WERATION TRAVEMR RANDLING W CABM TRAY SUFFWTS 3.5 3.6 INSTALIATION W CABM TRAY 3.7 BANDLING W CABM TRAY 4.0 KTTACEMENTS g
i
2.0 INTRODUCTION
~~
2.1 PURPOSE The purpose of this procedure is to prescribe the acceptable method of fabricating, storig, and instal 11g cable tray and cable tray supports in Category I buildings.
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5 000096 O
APPENDIX 3 FORM FOR DOCUMENTATION OF DEVIATIONS IN TEST PROCEDURE C
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000097 O
Record of Deviation from Test Procedure Page of lest Procedure ho.
CCL Project ho.
Date of Deviation Client Section of Procedure Affected Reason for Deviation:
l_l (Continued on additional pages) p Description of Deviation:
?'
l_l (Continued on additional pages)
Date Prepared by:
Date Principal Test Engineer:
l Date Project Manager:
Date CCL QA Manager:
O Date Client Approval:
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