ML102720148
| ML102720148 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 10/29/2009 |
| From: | Precision Surveillance Corp |
| To: | Office of Information Services |
| References | |
| FOIA/PA-2010-0116 | |
| Download: ML102720148 (109) | |
Text
jI PCHG-DESG ENGINEERING CHANGE ATTACHMENT 2 Sheet 1 of 1 Record of Lead Review 000063016R0 Document #CR-N1009-TTT (PSC-Tendon Tensile Test)
Revision 0 The signature below of the Lead Reviewer records that:
the review indicated below has been performed by the Lead Reviewer; appropriate reviews were performed and errors/deficiencies (for all reviews performed) have been resolved and these records are included in the design package; the review was performed in accordance with EGR-NGGC-0003.
IE] Design Verification Review I-Engine FI Design Review
-I Alternate Calculation E-Qualification Testing F-I Special Engineering Review El YES El N/A Other Records are attached.
John Hollidav "AXeL 4AO,-
ering Review E
Owner's Review Civil RIO1/110
... 08
'Lead Reviewer (print/sign)
L" Discipline Date Item Deficiency Resolution No.
NONE
.1.
1~
- 4.
1~
t
+
FORM EGR-NGGC-0003-2-10 This form is a QA Record when completed and included with a completed design package.
Owner's Reviews may be processed as stand alone QA records when Owner's Review is completed.
IEGR-NGGC-0003 Rev. 10 Z20R0 Page 1 of 106U
/*
PCHG-DESG ENGINEERING CHANGE 000063016R0 PCHG-DESG ENGINEERING CHANGE 00006301 6R0 DOCUMENT TRANSMITTAL Transmittal Number: N 1009-005 Precision Surveillance Corporation 3468 Watling Street Phone: (219) 397-5832G East Chicago, IN 46312 Fax:
(219) 397-5867 Email: info@psctendon.com http://www.psctendon.com Crystal River Nuclear plant 3 TO:
15760 West Power line Street Crystal River, FL 34428-6708 ATTN:
JOHN HOLLIDAY PO/SUBCONTRACT NUMBER:
CONTRACT # 270269/ADDENDUM 4 SUBMITTED BY:
PAUL C. SMITH SIGNATURE:
c--
TITLE:
PRESIDENT DATE SUBMITTED:
May 2, 2008 DOCUMENT TRANSMITTAL INFORMATION DOCUMENT NUMBER REVISION DESCRIPTION PAGES FORMAT CR-N1009-TTT 0
Tendon Tensile Test 104 PDF REMARKS:
Z20R0 Page 2 of 106
PCHG-DESG ENGINEERING CHANGE 000063016R0 Precision SurvEillance Corporation 3468 Watling Street East Chicago, IN 46312 Phone: (219) 397-5826 Fax:
(219) 397-5867 Mir E-mail: info@psctendon.corn http://www.psctendon.com POST TENSIONING SYSTEM TENDON TENSILE TEST FOR PROGRESS ENERGY FLORIDA, INC.
CRYSTAL RIVER NUCLEAR UNIT 3 STEAM GENERA TOR REPLACEMENT PROJECT PROPRIETARY DOCUMENT This document contains information proprietary to Precision Surveillance Corporation, the use of which is limited. It's reproduction and/or distribution to any other party or for any other use is prohibited.
Z20RO CR-N 1009-TTT.doc Page 3 of 106
PCHG-DESG ENGINEERING CHANGE 000063016R0 CR-N 1009-TTF REVISION CONTROL SHEET May 2, 2008 Page ii of iv Project:
CRYSTAL RIVER NUCLEAR UNIT 3 Current Revision # 0 STEAM GENERATOR REPLACEMENT PROJECT REVISION CONTROL SHEET Revision Date Revision Description Revision By:
Date Approved No.
I II 05-0208 Initial I Gerald Bussone 005-02-08 In Issue Q.A. Manager 05-02-08 I
I _________
I I
F
+/-
I I
i
+
i i
F
+
F F
F
+
I F
F F
i i
Z2ORO Page 4 of 106 Z20R0 CR-N 1009-TTT.doc Page 4 of 106
PCHG-DESG ENGINEERING CHANGE 000063016R0 CR-N 1009-TTT REVISION CONTROL SHEET May 2, 2008 Page iii of iv Progress Energy Florida, Inc.
Crystal River Unit 3 15760 W. Power Line Street Crystal River, Florida 34428 Attention: Mr. John Holliday
Reference:
Tendon Tensile Test
Dear Mr. Holliday,
The enclosed documentation is for the full capacity (163-7mm Wire) straight tendon complete with anchorage hardware tensile test performed at our shop on April 24,2008.
This test was performed in accordance with the Approved PSC Procedure TTT CR3. This test meets the requirements of Contract # 270269/Addendum 4, and ACI-ASME Code Section III Division 2, paragraph CC-2452.1 requirements.
The test provided acceptable results.
If you have any questions please contact me.
Sincerely, Paul C. Smith President Z20R0 CR-N 1009-TTT.doc Page 5 of 106
PCHG-DESG ENGINEERING CHANGE 000063016R0 CR-N 1009-TTT TABLE OF CONTENTS May 2, 2008 Page iv of iv TABLE OF CONTENTS C O V E R P A G E......................................................
.................................................. i R EV IS IO N C O N T R O L S H E ET........................................................................................................
ii T A B LE O F C O N T E N T S..................................................................................................................
iv PAGES TEST TENDON DOCUM ENTATION FORM...............................................................................
1 ENG IN EER ING TEST A NA LYSIS..............................................................................................
4 TENDON FABRICATION AND INSPECTION DOCUMENTS...................................................
4 WIRE TEST REPORT.......
51 ANCHORAGE TEST REPORTS, FABRICATION AND INSPECTION DOCUMENTS.............. 29 C A LIB RA T IO N R E C O R D S.........................................................................................................
11 Z2ORO Page 6 of 106 Z20R0 CR-Ni 009-TTT.doc Page 6 of 106
PCHG-DESG ENGINEERING CHANGE PS 00PROCE 1URE rO3 PCHG-DESG ENGINEERING CHANGE 00006301 6R0 PSC PROCIEDURE TTT CR3 TENDON TENSILE TES.T TENDON TENSILE TEST FOR,M, November 27, 2007 Page 1 of 1 Revision 0 TENDON TENSILE TEST FORM PROJECT: CRYSTAL RIVER 3SGRP 163 WIRE TEST TENDON #" TTT#1 TON RAM #;
- QL Ram Area'
- ..
K=
Z.:.. Date Cal.
Pressure'Gauge,
- i:
1W7A,22*
Date Cal.,
Q-'
Ruler ID.-.
Rie Recal. D6ate ;slsib 8 (2".5).Ambient Temperaiure: 'Z" Therm,.#:-
Recal. Date:,
Weather:
Wire,Mill:;
t Wire Heat,#:, JAL2 Wire Cdil #*,L r
- fI Wire Mill:
aA Wire Heat#:
aW Wire Co TENDON CUTTING LENGTH:
(Ir 6"
TENDON GAUGE LENGTHI il #:
,~
if GAUGE,.'
SCALE Pr__C Pr
'nodted Recorded
'Croputbd from Recorded
,%:of Loadin Gauge Elongation (6661)
(616.2)
LOAD REMARKS
,GUTS KIPS.
Press Inches Gauge Scale In In
% Ga.
PSIG Reading
,Reading KIPS GUTS Inches Length PSIG' Inches 0
,o
,o o
o o
a 20 Q
4
. L 6.j.,7b 4,Z'n
- 2.,
ji,.*-1.o i.f o.
.30 2'1 7
.64.-S, 2'.37 40 A$2$
294i~
1.~
_6-6_
- 6ý
'ý6_____
50 I.11 3I48 62, 36o` -&~
ý04 o
6 o.____
60 (4.0, 4.-;k f 461
~(. 1!
6,-
1.7 6: -
70 iiýta2 -. 1~~~
. 7b.
.2
~
~
80 I~~
J
~
7 i
~k
~
1o c
85 4
o
- 4.
90 Jeo 14
%,7Ral.21*in
,l,
-16*j.y*7 1;.$
J94:;..
.100 vik.ot 105
-3i JS-2 A-40 Ac'tual Ranges' ______ANCHORAGE; D EFORMATION:
VISUAL INSPECTION:
80:
I___ __f___
hp-Anchor'head ID; A-J/,4 A4 W/v' 100
[___tFieldAnchor head. ID-p (6.7.1) Zero Ref. Calculation:-qo)
Rcredb
_Dt Cýomputed. by:
Datea. __________
(67.)AER=
22S-iný Reviewed by: ___________
ae TTT.CR3 TENDONý TENSILE TEST CR33.SýGR.doc Z20R0 Page 7 of 106
PCHG-DESG ENGINEERING CHANGE 000063016R0 DOCUMENT NO, I
TT7TCR3-002 CRYSTAL RIVER 3 SGRJ TENDON TENSILE TEST POST-COMPUTED ENGINEERING SAFETY-RELTEDI PAGE I.1 OF
- 3.
DATE:
.424/2008' REVIEWEDBY:
CEC DATE:
'4/24?200.8 RAM IDENTIFICATION:
8800 CALIBRATION DATE:
3/5/20,08 RAM SIZE:
1400 TON RAM AREA:
.330.142 IN2 RAM CONSTANT:
-4.262 NUMBER OF WIRES,,
DIAM-OF (1) 7MM WIRE:
AREA OF (1) 7MM WIRE:
TOTAL WIRE AREA, Aw =
G.U.T.S. (KIPS) =
163 0.2756' IN-0.05966 IN2 9.72458 IN2 2334:
KIPS PRESSURE TO-FORCE:: F=((A*P)/1000)+K ELONGATION.( P~x L) /(Aw.x.x E)
P = FORCE (KIPS)
L = GAUGE-LENGTH
- 179, IN E.= MODOQF ELASTICITY =
29000 K/IN 2 RECORDED DATA COMPUTEDRESULTS GAUGE SCALE LOAD FORCE
%GUTS ELONG.
%GAUGE.
(PSi)
(IN.)
(KIPS)
" T INCHES).
LENGTH
.0 3:84.
.0 0.0%
0 0.0%:
720 4.02 233.4 10.0%
0.18 0.1%
1430 4.2 467;8 20:0%
0:36 0;-2%.
.2140 4:36 702.2
'30.11%
,0:52 0;3%
2840 4.52 933.3 40.0%
0.68 0.4%.
3550 4.7 1167:7 50.0%
0.86 0:5%,
4260
- 4.86 1402
- 1 60.1%
1.02 0:6%.
4960 5.'06
_1633.2 70,0%
1.22 037%
5670 5.24 1867.6 80.0%
1.4 0.8%_
6020 5.38 1983.2 885.0%
1.54 0.9%.
6380
- 5,78 2102.0' 90.1%
1.94 1.1%
6730 7.3 2217.6 95.0%
3.46 1.9%
7090 8.82.
2336.4' 100.1%
4.98 2.8%
7100 9.14 2339:7 100.2%
5.3' 3._0%"
7120 9.2 2346.3.
100.5%
5.36 3.0%
RESULTS:
AESR ACCEPTANCE:
Actual -AESR = 8.82ý At:100% GUTS Actual AESR > Req'd ASER GUTS,& YIELD ACCEPTANCE:
ASTMA 42-1A 421M-98A REQUIREMENTS:
YIELD, STRENGTH STRENGTH@ 1% =..85% GUTS AS-FOUND Fy =:21 1KSI'.> "REQ'D" Fy = 204 KSI TENSILE STRENGTH REQUIRED = 100% GUTS 100% GUTS&ACHIEVED PRIOR.TO 1 ST WIRE. FAILURE
- AESR ACCEPTABLE* *
- "WELD STRENGTH ACCEPTABLE**
_*"TENSILE STRENGTH ACCEPTABLE**
,EP -CFOP.
Z2ORO Page ~ ot lUb Z20R0 Page 8 of 1065
ACTUAL - "ACCEPTABLE ELONGATION SCALE READING" (AESR) 0-w Eic a-w 40W 203
-v
- o r3
'-0 co m
Cd,H
(-,J
-v Hm z
z z
z z
H" L
X-
-0 "13 0
m m
z G/)
0 z
G) mm z0 Z
m 0
0)
CA)
- o C) 03 z
0 m
0 m
m z
z 0
1
.4
-a A
7 Ic r*.
fil MEASURED ELONGATION (IN.)
-4,,
.m N
0
-1J 1
OIZ IC a -
I ~I
~
- d. -
0 G)
TEST TENDON YIELD STRENGTH m
USING %GUTS VS %GAUGE METHOD t100/c**
0
- mc 03
!*'r WIRE FAILURE C
G) 0 "o
,~rr z,,
G)**
Li
","A, o
AST'M A 421iA 421 M-4SA RF.QU!REMES'I"$
m I-
"AS-FOUND" Fy 211 KSI (.26 GUTS)
- ~ % GIAUG; F "RECT MINIMUM" Fy a 204 KSI 185% GUTS) 2*
LEGTH I.T In.ACCEPTrABLE 1.TEN STRENOTH REWIRED - lO-UT&
0 J C I100*1, GUTS ACHIEVED PRIOR TO WIRE FAILURE 0 C z0 1.OO.X I.A15 2.0%,,..*.'%*+
3.0%
3.5.;.
0_ O 0
ELONGATION AS A % OF TENDON, (GAUGE, LENGTH
-0)-
X C
PCHG-DESG ENGINEERING CHANGE 000063016R0 DOCUMENT NO.
1'rir-CR3o-00o' CRYSTAL RIVEl,3 SGRP DOCUMENT TYPE:
ENG REVISION #
.0.
TENDON TENSILE TEST SAFETYRELATED..
PRE-COMPUTED ENG [NEERJNG NON-SAFETY RELATED' P
PAGE IDATE:
4
'PREPARED.BY!
pt-S DATE:
4/&22/d008'REVIEWED BY!.
BAG DATE-
-4/22-/2608 RAM IDENTIFICATION:
8800 CALIBRATION DATE.-
3/5/2008 RAM SIZEI 14Q00 TON RAM AREA:
330.142
'IN 2 RAM CONSTANT"
-4:262
ýNUMBER OFWIRES ::
DIAM., OF,(1) 7MM WIRE:
AREAOF (1.)7MM WIRE:
TOTAL WIREtAREA,,Aw=
G,U.T:S. (KIPS)=
163 0.2756.
IN' 0.05966 IN2.
9*.72458 IN2 2334" KIPS FORCE.TO'PRESSURE: P =((FlK)'1b000)/A ELONGATION = (P x L.) / (Aw x E-')
P = FORCE (KIPS)
L = GAUGE LENGTH
.179 IN E = MODOF ELASTICiTY-29000 K/IlN2'
% G.U.T-CS.
KIPS GAUGE (PSI)' lELONGATION (!N)
.0 0
13, 0
10,
.234, 722 0.15 20 467 "1428.
0.3, 30 701 21.37' 0.45
.40
- 934, 2842:
t,0.6 50, 1167"
- 3548, 0.75 60' 1401 4257 0.89:
70 1634
- 4963, 1.04.
80 1'868 5672 1.19
- 85.
1984 6023 1l.26 90 2101 6377 1.34
- _95, 221.8
- 6732, 1-41 1.00 2334 7083 1.-.49' 105 2451 7437 1.56' 110
-2568 7,792 1.63E
- 1. SIC, ERA7MRY
.5WITI p L__
Z2ORO Page 11 of 106 Z20R0 Page 11 of 106
PCHG-DESG 000063016R0 PH-EGENGINEERING CHANGE 00006~3016Rfl
~Prpeison Survelftance. Corppr'ation, 346 WtIngLSt~tPhiinqe (219). 39a7-5826;
ýEipst Chicago, iNU 4631.
Fax:,
(219) 397-S867 TENDON FABROCATION TMCKET TENDON NUM-BER:
T ST TENDON PAGE:
1 OF 1 cUSTOMERA PROGRESS ENERGY SHIP TO:
CRYSTAL.RIVER NUCLEAR PLANT 3 15760 WEST POWERLINE STREET CRYSTAL RIVER,. FLORIDA 34428-6708 PSC CONTRACT NUMBER N1009 ULJBCONTRACTNUMBER 270269 TOTAL NUMBER 163 OF WIRES_
REQUIRED 'CUTTING LENGTH 151 A:
ANCHORHEAD'ID SPECIAL INSTRUCTIONS 1 TENDON FOR TENSIlE TEST. BUTTONHEAD FIELD HEAD.ONCE THE TENDON IS. INSTALLED. IN THE-TEST BLOCK REQUESTED BY:
DATE REVIEWED BY.*
,DATE:
Z2OO Pge 2 oT10 Z20RO Page 12 of 106
N N)
OC) x Prck'ision Surveillance Corporation PS-C PROcED1 -.
T -1...T TENDON FABRICATION DATA SHEET PT 1.T0 Novembrer 27. 2007 Page j1 of 1 Revi-ion '
TE D.(9752)
(9.8.2.T2)
(9.8.34)
(.8.3.5..)
PE" OFI
ý9.5.......
WIR,E-BREAK TENON WIRE WIRE'DIAMETER WIRE BREAK, WIRE BREAK (DUCTILEi QC, Signoff/Date MARK
'NUMBER NUMBER RATING 2736't0.27.76 STRENGTH DIMENSION NON-A,;B or'C FRONT BACK FRONT BACK FRONT BACK DuCTILE)
T7Si~F ~______
~_________
I" DUCTILE) i2r4Ii (10.3)
(121.13)
(.12:.3)
(12.22.).
(12.5.4:2)
.(12.5A4:2)
(12Z5.6)
(1.2.7.2).
.(12.8.2)
(.12.12:4)
BUTTONHEAD:
INSTALLED ACCEPTABLE TENDON BENT TWISTING WIRE TENDON CORROSION FINAL MACH/OPER ANCHORHEAD BUTTONHEADS LENGTH WIRES" DIFFERENTAL
'CLEANLINESS; ' PROTECTIO N INSPECTION QUALIFIEb I.D.
.LENGTH
_COVERAGE b_
yi//
OJ OK__
QC OC QC QC QC QC QQ OC QC QC "Signoff/Dat.e Signoff/Datel Signoff/Date Signoff/Date.
Sig-noff/Date "SignOff/Date, 'SignofflDateý Signoff/Date6 Sigi0ff/Dateý Signoff/Date (12.12
,i ETs
,(719.1),
CALIBRATION:.
.MICROMETER.NO:.
")C RECAL. DATE:.. _
BHGO-NOGO GAUGE NO'.:
(-
RECAL. DATE,; ro/IQI'Z,/
FEELER GAUGE NO.:
F - *"
RECAL. DATE:
- dO'C ECCENTRICITY GAUGE NO- -C.C 3*
RECAL. DATE:__*_ ___
RAM NO:.:
lb
- 1.
AREA:
K 0
K:,
,O*
REGALD TE: T E,
PRESSURE GAUGE NO.: 7"
'1T:i'...
RECAL. DATE:
i-r*,'i L._
J iJ.
OC ISIGNOFFIDATE:
1-i-746 cp....
- '=-
_________-"- ~....
L.
1 --
OC REVIEW:
-TITLE:
,l,,
D...E:.
VI G) 1C) m m
z G) m mz 0
z m
0 0
00 0) z G) 00) 0Lo CD 0)
DSHTPT 1;OT
PCHG-DESG ENGINEERING CHANGE 000063016R0 PCHG-DESG ENGINEERING CHANGE 000063016R0 Precision Surveillance Corporation
'PSC PROCEDURE PT 1:OT TENDON FABRICATION B:H. MACH/OPERATOR QUAL;SHEET NovembeOr 27,, 2007 Page 1 of I Revision 0 BUTTON HEADING MACHINE/OPERATOR QUALIFICATION SHEET (10.7A1)
BUTTON HEADINGMACHINE ID:
(10.7.1)
DATE..;
(10.7.1) SHIFT:-
(i 0.7.1) OPERATOR:
(10.7.1) INSPECTOR:
~v~ai
- 4l'j4~~r-Z £ INSPECTION CHECKS:
Indicated in-tolerance: dimension by check mark.
- 1. (10.7-.2) Head diameter:
- 2. (10.7:3) Head eccentricity:
- 3. (10.7.4) Split/Crack criteria:
Wire #1 Wire #2 Wie.#3 (10.7.5) Remarksbof qeneral appearance check (Visual):'
(10.7.6) BH*GO-NOGOGAUGENO._: _______ RECAL. DATE:______
(10.7.6) ECCENTRICITY GAUGE NO. IF RECAL. DATE:
CA.. DATE*
(10.7.6) -FEELER GAUGE NO.:
RECAL.
ATE INSPECTOR-Q.C. SIGNOFF:
6 LEVEL:
DATE:-
Q.C. REIW:-LEVEL:
DATE.'
I BHMQUAL.OSHiT.CR3.SGR-do~c Z20R0 Page 14 of 106
PCHG-DESG ENGINEERING CHANGE 000063016R0 Precision Surveillance Corporation PSC PROCEDURE PT '.OT" TENDON FABRICATION B.H. MACH/OPE.RATOR, QUAL.SHEET
-Novernb'er 27. 2007 Page t1of I R'evision-O BUTTON HEADING MACHINE/OPERATOR.QUALIFICATION SHEET (10.7.1)
BUTTON HEADING MACHINE ID:
(10.7.1) DATE:
(10.7.1)
SHIFT:
/
(10.71) OPERATOR:
-AIA
/*/'
(10.7E1)
INSPECTOR:
r rK INSPECTION CHECKS:-
6.0 ~&/2Z Tr e~f~ 15< 6$)x Indicated in-tolerancedimension by check mark.
Wire.#1 Wire-#2
- 1. (107.2) Head diameter:
.j,.
2; (1.6;7.3) Head eccentricity!
OIIL/
- 3. (10.7.4) Split/Crack criteria:
,QI-..
(10.7.5) Remarks of general appearance check (Visual):
Wire #3 (10.7;6), BH GO.NOGOGAUGE.NO':
RECAL. DATE:: /0-/*`O' (10.7.6) ECCENTRICITY GAUGE'N RECAL DATE--LLA 9
,,(1076) FEELER GAUGE No RECAL. DATE. (/VŽ INSPECTOR Q.C. SIGNOFFr:_____________..
LEVEL:
.-Z
-DATE:
L~
~
'Q-.C. REVIEW:
)ZtA.'LLEVEL: !--ZT/
DATE: fL~,o
.BHMQIa0ALDS.TbcR3.SGR.doc Page 15 of 106 Z20RO
PCHG-DESG ENGINEERING CHANGE Factory #475,Moangmi-Dong. Sopyoung-Ku. Busan,:(613-701i)
Korea:
S
- el 82-51-754-6O007-13 Fax: 82-514753-4426 ww.kiswife:om AINSPECTION CERTIFICATES 000063016R0 Consignee':.SUMIDEN WIREEpRODUCTS CORP LiC NO. : ILC-231740 Coil No.:
1 -774, Sheet No.: 1/.4 Commodity: UNCOATED LOW-RELAXATION STEEL WIRE FOR PRESTRESSED CONCRETE Specification:* ASTM A421 (Type BA)
Net Wt.: 156%0511 Lbs,.
EX NO.,: AP7003 PO NO.: 941 DATE : 2007.10.31 I.TEST RESULT Nominal.
Breaking Tensile YIS: I%Ex Elongation Modulu of-C Relaxation Charge-ITEM Diameter Strength:
Stress Tons'ion,in(250mm Elasticity at-lO00hrs" No.
(mm),
.(LBS)
(Kpsi)
(Kpsi)'
(%)
'(Kpsi)
(mm) 7001 of. B/S
- 'SP3EC*
7ý00 MIN; MIN.
20.05 240.0, 2i6.0 MiN. 4.0 Min 76mm MAX. 2.5%,
NO.
ront Rear 1
7.010 7.020 14696 246.5:
219.6
- 5.4 31777 9
1.30 SA75857
.2 7,.010 7.020
'10 SA75857
ý3 7.010, 7.020 9
SA75857 4
7.010 7.020 15099 253.2 227.8 5.6 30777 15 SA75857 5
7.010 7.020' 13 sA7s58s7 6
7.0 1 0.7.0 2 0 1 4 S A 7 56 67 7
7:005 7.020 14936 249.4 223.5 5.6 309394 15 SA75857 8
'7.005 7.020 15' SA75857
- 9.
7.005 7.020 16, SA758657 10 7:010'.7.020 15060 251.5 226.4 5.3 31399 9
SA75857 11!
7.0,10 7.920 11 SA75857 12 7.010 7,020 10 SA75857 13 7.010 7.020 15014 250.7 222.5
'6.7 314779 9
SA75857 14 7.010, 7,020 12 SA75857 15 7.0,10 7.020 10 SA7,5857 '
16 7.010 7.020 146ý89
'245.3 218.4 6.0
.30596 9,
SA75857 17 7.0t10 7.020 12 SA75857 18 7;0.10 7:.020
- 15 SA75857 19
'7.010 7.030 14923 249.2 221,9 5.3
.31,059%
15 SA75859 20 7.010 7.030 12 SA75859 21 7.010 7.030_
16 SA75859 l!.-Chemical Composition(%)
,..Ch~e C
Si I
Mn P
S
' Cu 4
- S78, 8
25*
(l I
1 506 000) 100)
SA75857 I
- '!81
ý1 25.,,:-
7 15 1
5 1
vsc"
~QATT.E yW~k'
~DATE-22
.~j QL CHIEF :INSPECTOR'0F OK'ISWIRE. LTD.
S W. LEE Page 16 of 106 Z20RO
PCHG-DESG ENGINEERING CHANGE Factory ý #475,Mangnri-Dong, SSoy6un§-Ku', Busan, (61.3-7b1), Klrea Tel: 82-51-754-6007-13 Fax;:. 82-51-753-4426' vAvkisv~i'~e~com 000063016R0 INSPECTION CERTIFICATES
.Consignee: SUMIDEN WIRE PRODUCTS CORP L/C
-NO.
"LC-231740 CoilNo."
1 -74" Sheetl'No. :-2/14 Commodity: UNCOATED LOW-RELAXATION STEEL WIRE FOR PRESTRESSED CONCRETE
'Specification, :ASTM, A421 (Type BA)
,NetWt. :156:051'Lb%.
EX NO.: AP7003 PONO. :*,941 DATE :,,2007,'10.,31 I.TEST RESULT Nominal Breaking Tensile Y/S 1%Ex Elongation Modulu, of Cast Relation Charge ITEM.
Diameter.
Strength Stress Tonsion in 250mm, Elasticity.
- at'l000hrs No.
(mm)
(4LBS) s(Kpsi
) kpsi)
(mr)n) 0700/
of B/S EC 7,00 MIN.
MIN.
- 0!05 240.0.
- 216.0 MIN, 4.0, Min 7 6mm MAX 2.5%
NO.*.
Front:
Rear 22 7.010' 7.035 14874 248.4
-226.2 4.9 31660 15, 1.30 SA75859 23 7.010 7.035 10 SA75859 24 7.010 7.035 141 SA75859 25 7.000 7.025 14883 248.5 223.6 5.1 30242 12 SA75859 26 7.000 7.025 8
SA75859 27 7.000 7;025 9'
SA75859 28 7:025 7.040 15135 252.7 225.3 5.7 31969
-11 SA75859 29 7.0256 7.040
' 5, SA75859 30 7.025 7.040 10 SA75859 31 7.025 7,040 14755.
2486.4
'220:9, 5.2 "30794 11 SA75859 32 7.025 7.040 8,
SA,75859 33 7.025 7:040 12 SA75859 34 7.025 7.040 15072 251:7 225.2:
5.6
.30998 15 SA75859 35 7.025 7.040 9
SA75859 36
.7.025 7.040 12
$A7'58591 37 7.025 7:040 15263 254.9 228.7 5.7
.31095 3
$A75859
.38
,7.025,7.040 8S*A75859
- 39
.7.030 7.045 15231 254.3 227.2 6.7 30812 5
SA75859 40 7.030 7.045 7
SA75859 41 7.030 7.045.
8 SA75859 42
.7.030 7.0o45 15193 254-0 228.0 5:7 31659 12 SA75859 I1. Chemical Composition(%),
C jIi Mn P
S Gu (X 10 0 )
.(Xl00) 1:(Xl:00)
X(Xo000)o(lX000: (Xl00)
SA75857 81 25-6 71, 15
'5 11 li~A SC7 Tr LVV4 CHIEF INSPECTOR 0F KISWORE LTD.
S W. LEE Page 17 of 106 Z20RO
PCHG-DESG ENGINEERING CHANGE b -poW iFL Factory :4975.Mangmi-Ong Sodyoung-Ku, BuSan, (613-701), Korea Tel 682-51-754-6007-13 Fax: 82-51o-753A426'www.kiswi're.0om INSPECTION CERTIFICATES 000063016R0 Consighee :.SUMIDEN WIRE PRODUCTS.CORP L/C NO. : ILC-231740 Coil No.,:
1 - 74 Sheet No, :,3/4 Commodity: UNCOATED LQW-RELAXATION STEEL WIRE FOR PRESTRESSED CONCRETE Specification :, ASTM A421 (Type BA)
Net'Wt.: 156:051 Lbs.
EX NO. ;. AP7003 PO NO. "941 DATE ý:2007.10.31 I.TEST RESULT Nominal Breaking Tensile Y/S 1%Ex Elongation Modulu of Cast Relaxaition Charge ITEM Diameter
- Strength Stress Tonsion, in.250mm Elasticity at 1000hrs No.
mm)
(LBS)
(Kpsi)
(Ksi)
(%)
(Kpsi)
(rdm) 70% of B/S
.S C.
7.00 MIN.
MIN.
+/-0:05' 246.0 216.0 IIN. 4.0, Min 76mm MAX. 2.5%
NO.
Front Reari 43 r 7.030 7:045
- 8 1.30 SA75859 44 7:030 7.045 10:
SA75859 45 7
.015 7.030ý 15150 252.9
'225.5 6.6 30858 12 SA75859 46-7.0 15 7.030, 10 sA75859 47 7.115 7.030 15" A75859 48 7.015 7:030" 1'5087 251.9 223.0 6.4 31504 61 SA7,859 49 7.015 7.03.0 9
5SA758.59 50 7.015 7.030 7
SA75859 51 7.010 7.030, 15087 251.9.
223.2 5.8 630592 15 SA75859 52 7.010 7.030 12 SA75859 53 7.010 7.030 16 SA75859 54 7.010 7.025 14824.
247.5 222.2' 5.6 31569 12 SA75859 55 7.010 7.025 8
SA75859 56 7.01.0 7.025 9
SA75859 57
.7.010 7.025 14923 249.2 221.7
,5.0 30663.
12 SA75859 58 7.010 7.025 8
SA75859 59 7:0101 7.025 9
SA75859
'60.
7-0 7.030 14982 250.2
'223.4 5.,5 30908 11 8A75859 61 7:010 7.030' 15:
SA75859 62 7.0 10 7.030 10' SA75859
- 63 7:010,7.030 15049 251,.01 221.0 6.6 31016 10
_SA75859 Ii: Chemicali.Comp e Iition(%),"
CSi Mn P
c u
_Charge,_ -ý
(.X 1O0)
(X.100)
(x,100)
(XI j000)
(X1 0001.)
(X (OO)
SA75859 82 r--3=
14 7
v Q A "p'; 7ý E`
Er, oz_ý Vý CHIEF.I.NSPECTOR OF Ki'SwI.RE LTDý.
RS:.
g,; 18E1 Page 18 of 106 Z20R0
PCHG-DESG ENGINEERING CHANGE Factory k475-Mangrrii-Oong, Sooyoung-Ku. Busan, (613-701).. Korea.
b w ie Tel: 82-51-754-6007~-131Fax; 82-516734426.www.l~iswire.com INSPECT ION CERTIFICATES 000063016R0 CohSignee :SUMIDEN WIREPRODUCTS CORP L/C NO.:
I:LC-231740 CoiliNo.:.
1-74,
-Sheet No; ! 4/4 Commodity:,UNCOATED. LOW-RELAXATION STEEL WIRE :FOR' PRESTRESSED CO)NCRETE Specification : ASTM A421. (Type BA)
Net Wt. 1 56.051. Lbs.
EX NO..: AP,7003
- P.O NO.. 941 DATE
- : 2007.10.31 ITEST RESULT Nominal Breakingr Tensile Y/S.1%EX Elongation 'Moduluof Relaxation Charge ITEM Diameter Strength Stress Tonsion in 250mm Elasticity at;lOOOhrs No:
(ram)
(LBS)
K (Kpsi)
(%)
(Kpsi)
(mhi) 70% of 'B/S
- SPE*C'
-7.Q0.0 MIN.
MIN.
+/-0.05 240.0 216.0 MIN. 4.0' Min 76mm MAX. 2.5%
NO.'*
Front I Rear 64 7.010; 7,020 16.:
1.30 SA75859 65 7.010. 7.020, 14 SA75859 66 7Q,020. 7,030 14927 249.2-223.0 6.-3 30947 16 SA75859 67 7.020 7.030 13
- A75859 68 7.020 7.030
- 15.
SA75859 69 7.020 7.030 14943 249;'5 222.0 56.6 30983 14
'SA75859 70 7.020 7:030
.13 SA75859 7'1 7.020 7.030
,18
- SA75859 72 7.020 7.035
,14943 249.5 222.6 6.4 31304',
3
- SA75859 73 7.020 7,035 3
SA75859 74 7.020 7.035
-3 SA75859 II. Chemical Compo ition(%)
Cag-C Si Mri-
.P S
Cu.
-(hr'loo
)
(XiOO )
(XiOO)
(
(xo000)
(x1'000)
(X*ioo)
SA75859 82 23 70 14 7
1 I47)R I? vItwTh J
DATE CHIEF: INSPECTOR OF KISWIRE LTD.
S. W. LEE Page 19 of 106 Z20RO
000063016R0 PCHG-DESG ENGINEERING CHANGE I~. ~
re Ki!SWIRE LTD, SO9YOUNG FACTORY Lab.
EXI No AP,70Q3.
Cvilo, :
Wt3 TEST RESULT' Dih'jntlter;.00 him.
Test, date;:
27110/07 Load at
'0.2%~offset (N)
(ipsi)
Ma4,xi'mu-m to~id
!(kN T's~elille Sipng 0:
(p'si):
~3Iongati6I Modulus
( %)
(ksi)'
3,137-7 Load Test.
106000:
7000.
0.0
- 0.
1.0 1.5.2.0 2-5 3.0 3.5 4:0 4.5 5.0 6.5 6.0: 6.5
- 7.
7.5
-8.0 Tensile strainq(%)
Z20RO
- QV MP, ge 20 oflO0
PCHG-DESG ENGINEERING CHANGE 000063016R0 KISWIRE: LTD K651 AWWIr1:'
SOOYOUNGrFACTORY;Lab.
EXkNo -*kP70o3 Name-:
pc',Wiie, liflniter.; 1,0o mm COil No.'.: 416 Test diitc: '27/1!0/07' TEST RESULT Load at *1%
.Mxihium.l Tebnsile.
iongatior Modult is 0`2% 6ff.set Extension Load SfreiXgtli (N)
(psi)
- (kN)
,(Psiy (0)
'(k~i)
S.6032-8.87 227831 67.15 25321:5.
5.6 30,777 1,5099 Lbs Loaid Test 9000--
S8*000 0.0 0.5 1.0 1.5 2,0
- 2,5 3.0. 3:S 4.0, 46.6 5.
5.5 6
6.5' 7.0 7.S TrerfSileMt-aih.(.°;
.,i=
-(0/).
106 Z20RO
PCHG-DESG ENGINEERING CHANGE 000063016R0 I~EWOr KI$W*RE LTD SOOYOUNGI ACTORY Lab, EX No AP7003&
Name
- ' -P! Wi:We CoiL~o',
7/9 TEST RESUL.T Diameter,:
278,0 1 07 Test datc*:
28/I 0/071
'Load at 11/4 fixteiisioif
'(psi)
M~axin'imi11in Tensile Elngation.11 M'o~duIhisl§
.Load' Streiigtli (ibf)
(s)
~
)<si I
9544
'223453 14936 24944.4 5.6 3093§ Load Test 00 0.5 1.0 1.5 2.0 2.5.310 3*.5
- 4.
4.5 50 55 60 6.5 7.0 7.58.0 Tensile ~stra in h9/-)
Z20RO
000063016R0 PCHG-DESG ENGINEERING CHANGE 5.
ý: ý f
KISWIRE; LTD
'0 v~vrrem, SOOYOUMG FACTORY Lab..
E, X No AP7003 Matie
'C ir
'Coil-No 01
'TEST RE'SUET'
- Diamcter: 7:00.
mm TesiAt'da.: '28h:10107 Load Test.
0.0 0.5 1.0 1.5
.2.-0 2:5 ý3:0 4.0 4.5 5.0 55 6.0 6.5 7.0 7.5 8.0 -
Tensile strainh,(%)
c Z20RO
PCHG-DESG ENGINEERING CHANGE 000063016R0 EI uw4r SOOYOUNG FACTORY La~b.
1iC1,W-iroc Piaiitcr
.0 lcofI No :
I5
'Ost datec:
28/,10/07, TE.ST RESULT L-6kd'at
- 1,%/
Maxiimiiiib T~nsiI et Elpnga~ibn M40d*UIuIs' 0..Ž%9Woffsei h-xtcnsidnl Load
- StrenlgthI (kN)~~ (pb 9If.
0/0)
(si 5§-.59l0 222522 T50-f4 25 0757, 6'7 31 ;4'7 9.
Load Test 0: ll-p
- I h t
1 i -
- 1. 0 l
I..i m
0.0! 0.5 1.'0 1.5: 2.02.5i6 3.0 3.5 4.0.4i5 5.0 5.5 6.0 46't 17.0 :7.8.60 Tensile. strain (.)
lof 106 Z20RO
PCHG-DESG ENGINEERING CHANGE 000063016R0 j~qKIJSWRE. LTD SE
- w re' YUSAN FACTORY Lab.,
EX ~Ao 7003 Naic "PC Wife DiAimete-: 7.00-
,iii CoillŽNo
- 68'Test da te, 29/10107ý TEsT RESULT Loa~d~ht
- 1%
MaxiinuurP Teiisilq.
Elongation Modulus 0'.2%6, ifset Extenision
'Lad Str engt 1
&80*6
- 2,18430 65.33 245302 6.0 30596 146899 Lbs a180000; co a)
=.c. io o.
F" 200
,01.0 0.5 1
1.5 2'.O2: 2.5 430
'3.5 4;0 4.5 5!.
- 5.
6.0
- 6. 5<
6.6 Tre6iile str.aih5(%)
106 Z20RO
PCHG-DESG ENGINEERING CHANGE 000063016R0 I6usw.re
.kSdWIE LTD Y'USAN FAC,TORY Lab.
EXNO' AP7003 Natne c PC-Wire Coii.No.
19/1/1, TEST FR ESULT Dihnnicter.
- 7.0 i
I~s date.;
n/
I*.
]Lad at 0."2%o of.fset
-(psýi)
'Loa
- (I(N d
'Stre g th 66.7
'2~49200 5.3,
.316*§ F........-
I I.
I I
.59.031 22:1-8721
-59,031 2ý'T,8721, 14923; Lbs
-Load Test C,,
0~
C,,
Cd, U,
a,
~c.
U)F-106 Z20RO
ENGINEERING CHANGE 000063016R0 PCHG-DESG KISWIRE T 6uswiribYSAIN-FACTORY Lab.
'EX No P73 Name
'PC Wiij6
'CoilNo 22/24 TlEST RESULT Dipcf~'er :. 7.900m Te.st d-tte : 2911.0/07 Load :at 02%,6ffst, (kN) 1%
(psi),'
Maximuim
,Load.
ený s e fELon~tioti modu Lils,
.k~i)
.*60:3361.r5 28352 4.9' 31.660 14-874,Lbs Load Test
'I, (0
cn,a, L..
(I)a, C
0) 26000 0
'240000
- 220000 200000--
1800 1606000.--
120000-
.0000..
-40,000.
1.I,.t'I.
20000 T/I '
I I A
0.0 05,,.0 1A:5 2b0 2.5 3:03:5 4;01 4:.5 S.0 5-5 Terh~i!e~sraih ('%*)
I..
I I I I
.7'01 R, p il Ii ~~27 of 106 Z20RO
ENGINEERING CHANGE 000063016R0 PCHG-DESG E-4swure
,KISWURIE ILTD-,
YUSAN FACTORY, 'Lab.
EX No A P.7003 Nan ime :, PC Wir
.Coil f*):
25,/27 TEST, RESULT D 'a 'ctcij 7.00 m
Test date:: 29/10/07' Lo ad.at.
O'2-%
offsett (kN) 59;,5,3.
1%
(psi)
Maxiiiiuml'
- Lqacl.
OWN) 19 Tensile Sllcngth*
(psi)
Ei5ongat"I
- Molulus 5.1.
3'0242
'22135'88 66.
248526 14883-ILbs LoadTest S1601 S1401 1201 a.8 8,0(
Z20RO 0.0
'0:5 1.0
,1:S 2.0
-2.5-
- 3.
3.5 4:0' 4.5 5:0' Tensile: straih' (')
Q., A,
28of 106
PCHG-DESG ENGINEERING CHANGE 000063016R0 ql K$SWIRE LTD iaswire YlUSAN FACTORY Lab.
EX N: -
ARP70031 Na.nie PQ' Wire Coi.lN.o.
2830' TEST RESUL1-T I)iamertci: :- TOO, ifn'm T6st date: 3"0/I*I0/0f Load Test I--
a) 0.0O;'05 1'.0 11.5 2"0
'2.t5 3.0b 3*5 40q 4..5 "5
5.5 Tensiie strain (o);
of 106 Z20RO
PCHG-DESG ENGINEERING CHANGE 000063016R0 KISWIRE LTD Eliisvvure YUSAN FAC ORY'Lab.
'EX No.: AP70031
-N fie
'PC-Wil Coi.o3"113: 3 TESTilEWSOLT' Diareter: 7.0,0 mrm0 Test,date* : 30/'10/07, Lbad~at OV2%
offse-t
-iExtensiolY O(siy) tLoad cpnsil.
lnain
~~ u (ps~i)
()'
(ksi) 2463517 5.2 30791.
I.
5&6.8,1 126O895j 65 "621L
.14755S, L b Load Test CD
- 0-CD CD 0)
"U, 0) ci,'
U)H of 106 Z20RO
PCHG-DESG ENGINEERING CHANGE 000063016R0 I6uswure KIS WIlRE TD YUISAN FACTORY Lab.,
EX.M.,:AP7003 Na mc :* PC,3Wi/1 Coil N~o :34/3,6
.0hiamelter:, 7-.*0 mm Test.date." 29/1 0/07 TEST RESULT-
.a o-d.at Mhi iI.Un1i.
T6nsilie :
!ElongAion M.dui1us:
0.2%6ffsc'6t Extensiony Load
,Streng It 5999 26,.
6:7:03
'25:1,659,
- 5,6 430998 I5O:72-,Lbs Load"Test 9) a)
Ir-
,0ci, 0.5 1.0 1"5 2:0 2.5, 3.0
- 3.5.,
- 4
- 0 4.:
.5'50, 5.5 6ý..0_
'460.5 :7.
Tensile strain. (%,/d) 106 Z20RO
PCHG-DESG ENGINEERING CHANGE 000063016R0
- 16. sl-lWiWre.
K-$SWRE LTD YUSAN FACTORY Lab.-
'EX-No
- AP7003, Nam~e
- PC Wire
- Coil:!No : 37/38*
DiameteOr T7.00 llivW Test~a ita.::30/1o/0-7 TEST R.,ESULT M~x.iiiuitn Tensile Elongation MdduIus~
Load at
.0.2% off-set.
60.88 (ji)228747[
M's i-il,riin T~nsife l'*16Pgation M b~di'l tS-Load Strejfgtli (kN) 8
-2585 7'
31s i) 63,.ý8, 25;4*850 5ý7 3j(':
1,5263 tLbs Load'TTest*
U) 4,Z 310 3.5 4.0 4<s 5:.o.s Tensile strain (%)'
5, II B 6*
2 ~.~'of 106 PAT___Z Z20RO
PCHG-DESG ENGINEERING CHANGE 000063016R0
- * ******~I
- $***,**~* *I*.*
(*~,i~*~ ~
I6.~wure KISWIRE L-TD YUSAN FACTORY,Lb EX No A&P7003 Name
- . P'c Wire CAil No,
/4]
Tcst-d te.: 3 O/QJ TEST RE SULT I
oLad at
'0/% offset:,
(kN)6 60.4/1 Exteiisib'
(*psi):
f)719'0 Mvakimnuni' tellsile Elbugtio.
NMocu Ilus Load-Strength (k)(Psi):
014',~
Wi 67.74) 25 4,3 1i6, 652.7
- jOa-.12, 152,3r 'Lbs Load. Test (0
'0.
L
,(0 U)
C,,
U)
C~1)
H 0.5
'10 5 2.0 2.5 3:0 I3'5t 4,'0 45
- 0 5..5 Tensile str~ai.n (%)?
Z20RO U si: Ar d 106
000063016R0 ENGINEERING CHANGE PCHG-DESG KISWI*RE LTD YUSAN FACTORY Lab.
EtXio
- AP7#00 Nm Pd Wi\\:
coil No 42/44, T.EST REfSU*T Pia-ncter T.00., mm:m Test c~t.
007 MO~IU InS
.,Load -,t,
, (kN) 60a:87 F Z(p~si)n 228380 MA)6nlum
- 'Tws~e
-. -biigatioil (oad (strati)
!3,'591 67.5771 1-5i7.0I0 LS193 Lbs Load T.ýest
'p.
0-Cl)
C,,
a)
(I) a)
a).
I-1, 1 1
I 1 I I -
f [, 11 1
- 2.5 31 0
.3.5 o. 4.0 4.5
.s'o0 6:5 Tensile strain (%')e of 106
PCHG-DESG ENGINEERING CHANGE 000063016R0 u~wureYUSAN: FACTORY Lab; EX"No A;P7003 N~aiie
- Pc'iC.v?]i'i Coil No :;:.
.7, TEST RESULT Diuornet-00: 1`00 Iirnn 15-15O. Lbs Load Tesi 180000 160o00'
- ~140000 a).
= 120660 Co
.0.0 0.6-1to 1
'.0, 15 2.0 2.5 "3.
3.5 4,P 4'5.
5.0 5.5.
Tensile strai-n.(%).
106 Z20R0
PCHG-DESG ENGINEERING CHANGE 000063016R0 KISWIRE LTD E~us~urYUSAN FACTORY Lab.
EX r'
- AP'7003 NMme PC, Wiie CoilNo 04/50 Di'affctci:
T700 iil Testi date,-: 3601 /O017-Load -at 4,0/
b:No offset
.Extension (kN),
(psi)
S5.9,3'5-222'971]
Maxiniiinflli..
Tensile Elo~ng~itfi.
1'46dufus Load
$tfi-eigthr 6..1 25ý11g134
<31504, I 0'8..! Lbs.
Load Test,
- 240000, 220000 200000
- 180000
',* "i sbo0*o
-c :1 46*0oo
= :12060 I,
10000 2.5 3.0.
,3;5 4.0 4;,5
-5.0 Tensile. stf-aiih.(%)
106 Z20RO
PCHG-DESG ENGINEERING CHANGE 000063016R0 16us'i#vure KJSWIlRE LTD YUWAN FACTORY.Lab.,
EXNo
- AP7003 II ileo sI5 Dialnieter: 7.,00 mam.
Test datiee:" 30,10/07.
-TEST* R.ESULT oad at' f
O2%.I~sc2
- lxtc Ifioni' 5qA04 3204 Maxim
'Load
.(kN) lu,-h T66i,*Si; Elb.ilgatipp'.
Nlodqltisý d
S tre69gth 67,.09)
- 2)5,90*2 5:8 30592 15081 Lbs Load Test
.0.
U, U)
I-4-U) ci)
U)
Cci) 1-.
S0Psc Z20RO
000063016RO r--
own r*ir1Rr l
W(_/11A lNI*I:
PCHG-DESG IItL'~~XL4.
KISWIRE LTD 6ws ureYUS-AN FACTORY Lab.-
EX No.
A066Q3 Ciii 'No :54/56 TEST"RESULT
- Dialiietcy -:.7.0,0 !pIll
'14824 Lbs Load Test Cl) 0~
C/)
0) ci)
C ci)
H rýII ' 1 1 1
~
IT I j~~ I~
T
!IIf, I I I I
rI r
1 1. 1
~
1, 1' iT 1
1V fT
! 1 1.1~ 1
,9,,
0.0 0.5 o
- 1.
1.5
- 2. 0 2.6 4:6!. 3.5 4.0 4:5.
5.0. o-6,==
-&S,=,;,,5 80
.Tensile :strain',(% )
,IS
.a I e*/W 3a** of 106 Z20R0
ENGINEERING CHANGE 000063016R0 PCHG-DESG KIWRE.LTD I~s ueYU SAN FACTORY'LLab.
1E4X Nýo
.AV7ON Na the P IC VWii~e Ci No. : S57659 T.EST-RESUL.T.
Diameter':
1111m.
Ve~st elate:: 31/1 0707
.14923 Lbs, Load Test, U)
C.
U)?
U) eli 4-'
U) el)
C0)
H 0.0 0V5 VTO 1.5 6 2;0' 25
,3:0 3.S 4.0, A4' 5.0 Ten sile!,strain'0/0) of 106 Z20RO
PCHG-DESG ENGINEERING CHANGE 000063016R0 kI1SWIR'E'LTD E&
sw reYUSAM FAJCT.ORY.-lab.4
- ~ ~i ~4I~* ~ *)
- A~
'~*~~~
~ * ~*
'*~
- s ~I l.'****4~Jo.
~ 'I A~~ *I ~ ~*~*'Ji.* *'t EX N.o.
A.P76,03 Name.:
PC Wire GoiLNo 60/62Z
.Diatn'et~r:
MO,0 filii
,14982 Lbs!
LoadTest -
1.80000 0.*
1620000 140000
- 0) 120000o
.86o 100000 0.0 0.56 1.0 11.5 2.0, 2.5 3.0, 3.5 4:0' 4.5 5.0 Tensile.,strain (%)
Z20RO of 106
PCHG-DESG ENGINEERING CHANGE 000063016R0 KIISWIIRE LTD I~usw re YUAN-FACTQRY-,Lab.
kkN
- A-07*0.1
II'**.
'i*'.*..
- '4$*'
t.t h
- 'y"
ýNa nic
- "Q Wire Coil
- 36 -65 DimTestcr.: 7.00, inh
.Test (liite.:3: 31/10,/07 TEST RESULT Load at 1%
0;2o,/o% b ffseft Extension (IkN) 2(.si'J 58.72 22f27!*6 Ma xifnU Load (kN)
'tens*sile E-longation, M6dtluIs StreMgt)
(sis):
(%:)
(ks i})
1:
66.93 251-276, 6.6
.11,6.,
,[5.(049.Lbs Load Test:
0..
(OD 0.o0 o.5 1:0 1.65 2.0 2.5
- 3"0
.3.5 4.0 4.&
5.0 55
.0 Tensile,,strain(%)R:*
106 Z20RO
000063016R0 PCHG-DESG ENGINEERING CHANGE
~1I~
KISWIRE LTD E~is ueY'USAN FACTORY'lLab.
EX No AP7,003 Name
- ' PG Wire
- Cbil No
..66/68 Diameier: 7.00- nim; testdat6-:-31/l0/07 TEST 'RE4SUL.T SLoPad at 1 %
M ax.hitii m
Tenslile tlongationi Wo*dduIls 0,.2% offset.
EXtesion Load Strentgth (k~N).'
'(psi)'
(kN)
(p~i)
(%y (ksi):
,1 59:40
-222969 66.39 249271 [
6-.'3 30447
.1 4927 Lb§ Load Test, Co Q.
'(I)'
C',
I.-
Cl) 4)
U)
I-
.0'.0.5
'1.0 1,.'5 2.0 25' 3.0
'3;5:'.4*6 4.-5 *0.
- 5 6.0' 6.5 Tensile strain '(-%O of 106 Z20RO
PCHG-DESG ENGINEERING CHANGE 000063016R0 k1SWIRE' LTDb E6.dwire YUSAN FACTORY Lab,
- 'i*..~~~~~~~~~~
~~~~~~
A*'
.14
-`P 0.: AF
.,.*'***':*'**~*is'
- -i*ii" EXNo AP,7003 N am.e.
P Wire TEST RESULT Di'arinetea: 7.00 iimi Test da t6,: 3/00
.1 494-3 Lb's' Loa 'T.est (0180660
,'-) 1.000 140000 0,
0,,0
- ~100000.
0.0 0.5 1.0 1.5, 2.0 2.5 3:01
-3:5.
4.0 4.5 5.0
'5.5.
6.0 6.e.5:
1.
TenSileestrain,,./`),
iS Z20RO of 106
PCHG-DESG ENGINEERING CHANGE 000063016R0 KPSWIRE, LTD
- 6swvre,
- YUSAN FACTORY ILab.
'EX No AVP7093-Name
- P.-.Wire Coil-No: 72/73 Diam~fcr:'7~O0.',g~jfl~
Test dat&: 31110/07:
T ES ST" RESULT LQad, at 0.2% Offset-(kNy 59.16' Exdteiisibni
- (psi)
.2226;22 Miximluni Teiijs.ie Elongation:
fN46~duIu~s 6.6.46~
249535 6.4, 3-1304 414943 Lbs Load Test:
.0 0.51.
1
- Q.5 2-0 2.5 3.0,
- 3:5:, 4.0 545 :5;0 5;i 106
PCHG-DESG ENGINEERING CHANGE Dodycote tsT-NQTsbtR'epr Test Report cm! "Il".1, 000063016R0 194* I ternationale Blvd.*
Glendale Heijlhts,.1L,60139 Tel: (860)537-4o' 0 Fax: (630) 221-0796 www.bddy'cbteic.m www. bpdycotetestingtcpm PRECISION SURVEILLANCE 49-84 CO'RP.
.3 468 WATLIN1ý1G. ROAD.
EAST CHICAG0 IN 4`6312 DAVID P.
O'SHE1/4A P
- a. # 9"50 DESCR 1:2'/:13./07 7MM FDIAMETER ASTM A4.21-98 TYPE BA WIRE
.P:ER. ASTM A370 REPORT DATE:.01/02/2008 LAB NO: 12.19-'019 / 01
'RECEIVED DATE: 12/19/20'08 JOB NO':
I-I'T# S/A75657 COIL*# 2 CHEMEICAL ANALYSIS
.005
.:04o.
TEST METHODS:
AKSTM E-ý41505';
MECHANIC'AL TESTING. RESLULTS DIAMETER,:
In'.
YVE.LD STRENGTH lbs,
.LOtL STRENGT si.
IN:
,ELONG*
ON 1.0.00 IN..
-275 13,760.
15,024.
.,158 AREA: sq. 1ýKi YIELD STRENGTH psi' TENSILE psi.
ELONGATION-%
.05-944 231*,G666 252,9247 5.. 8 YIELD STRENGTH BY EXTENSOMETER
- 1. 0% OFFSET TEST METHODS:
ASTM. A370--07a.-
IsE I'ArE/ZzAZI AUTUOR&2.2ZS\\fA~V
.ALTL CHEMICAL TEST RESULTS ARE REPOR'TED 1N. WEIGHIT PERCENT UNLES'
- 0)
RWISE NOTED'.
PAGE 1 OF 22 SAMPLE RESULTS RELATE ONLY TO THE, SAMPLE TESTED,
. "OENOTES1HE LABORATORY IS ACCREDITED'TO THEr IENTIFISO TEST.,METHOD BYA2LA BT NOT BY NADCAP.
D TS.]H5 IAESORATON, yISN'NOT ACCREDITED TO THiE IDENTIFIED*"EST METHOD BY A2LAORN'ADCAP. BODYCOTE MATERIALSTESTI11G INC. SUBMITS THIS CqRTIFICATION Z
THECONFIDENTIAL PROPERTYOF OUR CIUENT. IT SHALL QOT.BE REPRODUCEDEXCEPTIN FULL, WITHOUT THE WRITTEN APPROVA M
OF1 BODYCCEY M
ATE ERIA.S T
E Sg 45 of 106 Z20R..
M'E RECORP!NGP F FALSE, FICrITlOUS.9.R FRAUPULIW,*.STATEM'ENTS O8 ENTRIES ON THIS DOCUMEN,,T MAY BE '*UNLISHEOAS A FELI14NYIUNDER ATH FDER
.A\\'LT'*
Viaof10
PCHG-DESG ENGINEERING CHANGE D odycote iST..NGM....P Test Report tQtr!w.
6htIti~f~k
... 000063016R0 194 Internatiorale Blvcd:
Glehdale Heights, IL 60139 TeI:.(800)537--4012 Fax:'(630) 221-0796 www. bod'ycdt-6.com www. bodycotetesting.com PRECISION 8URVEILLANCE 4,984 C ORP.
.3468 WATLING ROAD CAST CHI'CA6O IN 46312 DAVID P.
O'SHEA P. 0.4 95()
DESCR. 12/13/07 7MM DIAMETER
'ASTM. A421-:98 TYPE BA WIRE PER, ASTN A370 REPORT,DAT*: -01/02/.2008 LAB. NO;, 1219-019 / 02 RECEIVED, DATVE:
12/1-9/2008 JOB NO',:
IEAT4 *A7T5'857 COTL#
5 CHEMICAL ANALYSIS
.007 S
.604.
TEST METHODS,:
- ASTM E-41.5-05" MECHANICAL T ESTING "RESULTS DIAMET.ER: In.
YIELD STRENGTH Y
lbs ULT LIP TRETTH 3b-a EhlONG 'ON 10.'_0 1IN.
. 2'75 13,720.
14 90-.C9, AREA:
sg. i~n..
YIELD STRENGTH Osi TENSILE. psi:
ELONGATION A':
.0,594 230',992 252,-526 5,.2 YIELDJ STRENGTH BY E-XTENSOMETER 1.0% -1F "SE
'TEST METHIODS:
ASTM A370-.7,A' ALL CHEMICAL TEST RESULTS ARE REPORTED IN. WEIGHT PAGE 2" OF 22 GAMPLE RESULTS RELATE ONLY TO THE SAMPLLE, TESTED
.OENOTESrTIE. LABORATORY IS ACCREDITED TO "Th1 IDENTIF'IEO TEST -*111TOD 6YA2LA BUT NOT BY NAOCAP.
MENOTES MnE LABORATORY IS NOT ACCREDITED TOTHE IDENTIFIED TEST METHOD BY A2LA ORtADCAP.BODYCOTE MATERIALSNTESTING INlC. SUB!1[TSTIIS CERTIFICATION Z20RU-THE CONFIDENTIAL PROPERTY OF, OURCLIENT.IT SHALLNOT BE REPRODUCCO'EXCEPT INFULL,'WITIOLUT THE.WRITTEN APPROVAOF BODYCOTE ATERIA "f
106 STtIE $tECORDomrG OF,FALsE., Ftcyi rioUSpp O*FRyoyLEtNT STATUMENTS MREN RIES 9?U4115f D MtENT.MAY III PUN'ISH-ED AA MRAYt*OR]t:'F*L L*','r@ 46 of....
PCHG-DESG ENGINEERING CHANGE
.DodycOte. TSI\\, GGROUP Test Report IACORUO flWl flflfI1cctF~S6O 000063016R0 194 internationale Blvd.
Glendale leigihtsI-L 60"139ý Tel: (800)53:7-4012 Fax: (6,30) 2210796 www.bodycote.com ww. bbd~cotetesti -'.ddm PRECISION SURVEILLANCE 49'84
- CORP, 3468 WATLING ROAD EAST CHICAGO IN 46312 DAVrD P.
OSI-EA P.O,4' 950 DESC.R L 2/,:L3/07 7'MMO DI'AMETER ASTM A421-.98 TYPE BA WIRE PER, ASTM A3.370.
REPORT DAT'E.: 01/02/2008 LAB. NO: 1219-0,19 / 03 RECEIVED DATE':
'12/1i9/2008 JOB NO:
HEAT#, sA755.7 COVlt 7 Cl-KIEJCAL ANALY SI $
.005 S
.005 TEST METHODS:
ASTM E-41i5-O51 ME.CHAN ICAL TESTING RESUL-T,S DIAMETER:
in.
YiELb STRENGTH lbs ULT STRENGTH. lbs ELONG ON LO.00 IN.,
..'27:5-
.50 AREA: sq,.
hin.
YIELD STRENGTI-pssi tELNGILE ps.i ELONGATION.
. (Y5 94 2.33;, 3-50 2,55,8 76 5.0 YIELD STRENGTH 'BY EXTENSOMETER 1.0% OFFSET TEST METHODS:
AS.TM A370-O7a' D
.A AuTHo Z
KD REPý
'iNTAt \\IE.
ALL,CHEMICAL TEST RESULTS ARE REPORTED IN WEIGHT P.ERCENT UNLES' OTIERWISE NOTED.
PAGE
.3 OF -22 SAMPLE RESULTS RELATE ONLY "TO 'THE SAMPLE' TESTED
'DENOTES rEi LAOORATORY,.I,ACCREOrTED TO THE IDEtmFHED TEST 94ETHOD BY ASLABUT NOT [ITNACCAP,
'E20 R
C,,Cr. FT
,H L,,OT BE RE RODYqD EXCPT NU L.,IAHOT THT IETRNAPPA L OF NT,.
EX.Y:T.jIq.TACC*kO1TEOTOIHE IDENIFIED TEST',THOD BY AL 'OR
.ADC¢O MATERIAA TESTING TIL.CofT1"O Z20R I O.TjIF.S
-AI AON OV EN.E of 106 THE RECORDING OF FALSE. FICTITIOUS OR FRAUDULENT STATEMENTS OR ENTRIES ON THIS DOCUMIENT MAY I E PUNISHED AS A FELONY UNDER 711HE FEOERALI46
PCHG-DESG ENGINEERING CHANGE Dodycote T iGwdoj Test Report Ac"cne Wwkap 000063016R0.
194-lhternatlonale. Bvhd.
Glendale Heights, IL 601:39!
Tel:,`(8b0)'53 -4012..
Fax:- (63Q) 221-0796 Www.lbodycote-c6rn www.bodycotetestng,.corn PRECI SION SURVEILLAiC.!E; 4984 CORP.,
3 468 W'ATlIllqG ROAD EAST CHICAGO IN 4,6-312.
DAVID P.
O"SHEA P,.,O.i 9.50 DESCR :.L2/1:3/07 7MM DIAMETER
-ASTM A421-98;1 TYPE BA WIRE PER A STM A370 REPORT DATE: 01/03./2008, LAB NO:.L219-,019 / 04 RECEIVED 'DATE: :12/'19/2008 JOB NO,:
HEA'T# SA75857 CO*nL#
17 CHEMICAL ANALY.SIS p
.006 S
,005' TEST METHODS:
ASTM E-415-05" MECHANICAL TESTING RESUILTS DIAMETER::
in.
YIELD STRENGTH l bs ULT STRENGTH ibs :
ELONG Oa'T 10.00 IN*.
.275 13,500.
- 1 4 '7 97..4.8 AREA: sq.
[n.
YIIELD STRENGTH psi TENSILE ps. t, ELONGATION
.0594 2-2,7,289 249,125 4.8 YI-ELD STRENOGT BY t-X-TENSOMET.ER 1.0% OFFSET.
TEST METHODS:i ASTM-A370-07.a'
-AMNEDED 61/O'3,/O8 CORRECTED YIELD.
BY E-7y
-~
AUTI-i u fr E'i ¶NTA~.
ALL CHEMICAL TEST*RESULTS' ARE REPORTED IN, WEIGHT PERCENT UN SS HERWI-SE NOTED.
"PAGE 4 OF 2:21 SAMPLE RESULTS RELATE ONLY TO THE 'SAMPLE TESTED8
- DENOTES THE LABORATORY ISACCREDBTED TO THlE IDEtJTIFIEDTEST M'ETHODOBY AZLA BUT NOT BY NADCAP,
-DENOTES.THE LABORATORYIS NOT ACCREDITED TO THE IDENTIFIED.TEST, METHOD BY.A2LA OR NADCAP. BODYCOTE MATERIAL:S TESTI1NGINC. SUBMITS -THIS CaRrIFICATIbt Z20 R y THE CONF IDETIAL MOPQ*RY OF OUR CLIENT. IT SHALL NOT-BBWBEPRODUCED EXCEPT I FULL; W
WIThOUT TH.IRrENAPPROVAL OF 110]DYCO MeATERALS EfM 10 T
RECOROJýG OF F.ALSF, FICTITIOUS OR FRAUDUILEN*T STATE.ME/NT.SO1 EN*TRIES &I THIS DOCUNEIFNI-AY BE NUNISHED'AS A FELOtY UNDOER THE FEDERL LPI.'96'4
- Oof 1 06
PCHG-DESG ENGINEERING CHANGE DodycoteTESTIMG HBO Test Report A
0, 000063016R0 194. nterriatlohale Blvd.
Glendale Heigohts,'IL 60139 Tel :,(800)537-40i.2 Fax.,'(630) 221-0796 www.body~cte.com www.wb6dycotetestlng.com PRECISION SURVEILLANCE 498.4 CORP.
P.O..# 950
'3468 WATLING ROAD DESCR 12/13/07 7MM DIAMETER.
EAST CHICAGO IN 463-12 ASTM A421-'98 TYPE BA WIRE DAVID P. 0"SHEA PER ASTN A:7O REPORT DATE: 0I/03,/20Q8 7----
LAJBNO.: i2fi9-09 / O5 REEIVED DATE-:
1,2/19/'2008 JOB NO:
HEAT41 -SA75,857 COIL# I&
.CHEMICAL ANALYSIS
_.0.9 S
Q
(!06 TEST METHODS:
ASTM E-415-05; MECHANICAL T.ESTING RESULTS DIAMETER.:
in.
YIELD STRENGTH lb:
IULT.STRENGTH lbs Et.QNG ON 10.00 IN.
.275 1.3,420.
AREA: sq.
i;n.
YIELE STRENGTH psi f T'ENSI'LE ps t.
ELONGATION '-k
.0594 2 25,.
94:2!
250,708.8 4.8 YIELD STRENGTH 'BY.
EKTENSOMETER '1.
0.-'. OF-FSET*
ýTEST METHODS:
-AMENDED 01/03/ 08 cORRE'CTED YIELDb.
Q;DA FY Ft AQLAT., EATI ALL CI-[EMICA-L TEST' RESULTS A*RE REPORTE0 IN WEIGHT.
AUTI
- RWISE NOTED.
PAGEt~
5 OF 2,2' SAMPLE RESULTS RELATE ONqLY TO THE SAMPLE 'TESTED DENOTES.THE LABORATORY IS NOT. ACCREDITED TO THE IOENTIFIEDj-TESt METHOD, BY A2LAOR NAOCAP.BODYCOTE MATER IALS TESTIFG'Itlr..SUBFT TIK RI AlCAIOI Z20Rr@'!H~E COFIDNTAL PROPERTY OPOUR CLIE~rtIT.IIALL NOT BE REPRODUCED EXCEPT IN PFULL, WITHOUYTFIE WRJITTEN APPROVAL OF58ODYCOI.TICR'EIýAtTS4g 49 of 106 WEREWRORING O.FALSE; fICTITIOUS OR,FFAUOULElfT.ýSTATrMENTS OR ENTRIES ON ITHIS DOCUMENT MAV BEUN SIOAS A FELOTIS UNDER THlE FEDERALLEW. g
PCHG-DESG ENGINEERING CHANGE Dodycote TEST'ING GROUP Test. Report Nadedp~m 000063016R0 194 Internationale.Blvd.
GlendaIe Heightis* IL 6`01i39 Tel:: (800)537-,4012 Eaxe: (630) 221.-0796 wviv".bod ycotexcom www.bO'dycotetestlng.com PREC~ISION SUktVk!ILLiANGE 4984
'34.68 WAI'LiNQ ROAD E ASTI CHICAGO IN -4b6-.12 DAVID~ V9.
OU3H1-A k~0# 9 U~U~12/ jJ1./0/
, I MM' UIAME~ghH A6IM A421-.98 TYPEk
.1A 'WiREJ Pk!R ASTJM A3,/0 kU~1OI{i D~h'01/08./2008 LAJ3 NO: 1-2'19.-Oi9./ 0b RECIE'iVEL) LJATE: 12:/19/ 2008 HEikAT# SA7!8bg wCO-I.L#
20
,JOB Nu.:
CHE~MICAL ANALY,8118
. 00b
.UO6 MIECH~AN.-CAL TE~STING RE~SULTS.
UlAM*ER'kri{:
in.
LU.L.L S' T.F*NGIH lbs:
UJ.lA iN(iO1-i lbs EIL0NG ON 10.00 IN.
14',
b.
AREA-:, Sq. in.ý YI'.LE JU ~Si'kE+/-NUTH ps I
'IVENSIL1
- psi, E~LONGATION ~
232, 9b4 4.2 li;SlT ME+/-THOLIS:
A'STMv. A~j/,0-07/a'F
~T~iT~
I/
3/6 OP(!H' ET~
ALL CHMiCMIAL ThbT -RE5SULTS ARE~ *REFkRTEU IN WErIGHT 19fR~Ci8N1 UNERfI~
WIS1E: NOTED.
19AG1
- b. Oki22 SAMPLEL RE+/-SUL~ 'RELATE.',ON.LY. TO 'THk!
SAMPlLE~ "Vi:STEIJ';
CEUOTE-0S7HIE I.ASORATORY IS ACCEEDIftROTOTHE IDENTIF'IED IEST AETHOD BY A2LA 13UT NOT 6Y.NAOCAP..
"DENOIE1irHE LABORATORY IS NOT ACCREDITED TO ThEIDENTIFIED-TEST 94ETHOD rVB AZLA OS NAOAP.BSODYCTE ITAT RIALS TESTINiG IN~C. suW4ITs THis cERrIFicATIoN Z20R @STE0NIETA PROPERTYOF OUR CLIENITrI'SHALI. HOT BE REPROOUCEOEXCEPT IN FULL,,WITHOIJ THE JWRIT EHlAppStOVAILOF ROIPjYCOTE MATErtIA S T699 50 of 106 T1E-CRONO FALSE:. icTriouS OR rRAYUuLEI*T STATEM4ENTS OR EN4TRIES ON THIS DOCUMN~lT MAY.S PUNISHED ASAyEI.ONY UNPEW'ThEgfEDEE
PCHG-DESG ENGINEERING CHANGE D odycote TESr FII-G' GRU.P Test Report.
C~' tk~ 2UO 000063016R0 194. Internationale Bivd:
.Glendale !-Iig!hts, IL 60139 Tel: (800)537-40i2
.Fak: (630) 221-0796-Iwww,.bodycote.,om.
www. bodycotetesting.com PRECISION, SURVEILLANCE 4*.94 CO RP.
P, O.*1$ 9501, 3"468 WATLING ROAD DESCR 1I2/13/07 7MM DIAMETER EAST CHICAGO. IN 46312 ASTX A 421-9 8. TYPE BA WIRE DAVID P, O'SHEA PER ASTM A370 REPORT DATE,:,O./02/2,008 LAB NO: 12i9-01.9 / 07 RECEIVED DATE-: 12/19/200.8 JOB NO:
H EAT# SA75859 C.OIL#
24 CRHEMICAL ANALYSIS P
S
.0 05ý TES'T METHODS:
ASTM E-4-15705`
MECHANICAL TESTINO RESULTS:
DIAMETER.: in.,
YIELD STAENG.TH lb T.
IJTE STRENGTH D
bs :
ELPNG3 O&N 10,00 -IN.
.2, '6 :
- 1. 3,860 15,05,8:..
I - o
- AREA
- s4. in.
YIELD STRENGTH ps.i.
TENSILE p'si. :
E1,LONGATION A'°
. 059,8 23,1,:66:2 2-51 686 6.0 YIETLD STRENGTH B`Y2 EXTENSOMETEA '1. 094 OFFSET TEST METHODS:
ASTM A370O0O7a*
Q AUT H Z.D RE
ý9
.T VE ALI, CHEMICAL TEST RESUALTS ARE REPORTED IN WEIGHT PERCENT UNLE S rHERWISE NOTED.
PAGE 7 OF 2"2 "SAMPLE RESULTS RELATE 6NL\\.Y TO,VHE SAMPLE TESTED
.DEnOtCS THE LABOPATORYIS ACCREDITE6,TO THE IDENTIFIEODTEST METHOD BY A2LA BUT.NOT. B3Y 6ADCAP DEt:OTE* THE LABORATORY'IS NOT ACCEEOETED TOJHE WDENTIFIEDTEST METHOD BY A2LA'OR tUADCAPR.BODYCOTE MATERIALS 1ESTlIuGrIC. SUSMITS THIS CEdRTICATiON Z20R THE CONFIDENTIAL PROPERTY OF OUR CIENT* ISHALL'NOT B REPRODUCF.OEXCEPT IN FULL"
.WITHOUT THE WRIITEN APPROVAlOF BODYCOTE MATERIALS Io 1
20 S THE REC9!NGqF FALSE."FIC-TIT0US ORUFRAUDULEIT STAfTEMENTS OREERIES ON THIS 6"CUm=nT MAY BE PUNISHED AS AFE.OtY WIDER IE FEDERAL F,0§6 51 of 106
PCHG-DESG ENGINEERING CHANGE S odycote T..T.NG'.......
Test Report ru -.. ". I C61117:4.171601.
170
.. 000063016R0 1,94' Internationale Blvd.
Gle.ale Heightýs, IL.60139, Tel:,(?800)537-4012 Fax: :'(630) 221-0796 www-bodyc0te.cdm www.b1odycoqtetesting.com PRECISION SURVEI1LANCE 4984 CO.RP.
3468 WATLING ROAD
'EAST CHICAGO IN 4,63',12 DAVID P.
O'SHEA P.O.. #.9'5d DESCR 1:2/13/07 7MM D1AMET',ER
'ASTM, A421-98% TYPE,BA WIRE PER AS.TM A3.70, REPORýT DATE: 01</02/2008 Lb 'NO.
1219-019 / 08 REECEIVED DATIEC 12/19/2008 JOB NO:
HEAT#,.SA75859 COTL#
.r009
.Q0o6 TEST METHODS:
ASTM E-415-05:* ;
MECHANICAL TESTING RESULTS DIAMETER:
in.
YIELD 8TRENc'NTH B.s U`LT STRMEN
- A A3TH I bs, ELONG ON 10.00 IN..
.275 13,700.
15, 03.
.52 ARE*A:
sq,.
i~n.
YI ELD STRENGTH bsi TENSILE,psi':
ELONGAT'ION%
.0594 230,,656 252,593
- 5. 2 YI-ELDJ STRENGT'H BY E:XTf.ENSOMETEIR.1.
0%ý 'OFFSET TEST METHODS:
ASTM A37U0-ý07a.'
rsc ALL ChIEMICAL TEST RIES.LLTS ARE REPORTED T-N WEIGHT' PERCENT UNLE
,RWISE NOTED,.
PAGE 8 dE~ 22 SAMPLE. RESULTS, -RELATE ONLY TO THE -SAMPLE TESTED
.UENIOTES THE.AABORATORYJIS ACCREDITED TI-T1E IDEOJTIFIEOWESTBS4ETHIOD.BY A2LA BUT: TOT BY ADbCAP'
.DeSNO1TS THE IABORATORY IS IOT.ACCREDITED TO THE IDENTIFIED TEST METHOD BYA2LA OR NIADCAP. BODYCOTE'MATERIALS TESTING INC. SUBam4TS THIS CERTIFICATION Z20Ry THECONFDIAD SIOPETY OF OURCLIENT." IT SHALNOT BE REPRODUCEOIEXCEPT FULL..WmHOUT THE wRtF.N'APPROVALOFBODYCOTE MATERIALS TES
'e 52 of 106 THE RECOR DING.OF FA ý*E, F!CT tTIO IUS OR FRAUDU UEW/T
.STATEMEN TS O3R ENTRIES ONTH IS.DOCUM VýT MAY BE PUNISHED,AA*'AFELO
,*4V U NDIER TH I!,FEOEItAL,.h%,.r'*
2 o f 10
PCHG-DESG ENGINEERING CHANGE Dodycote TEsw, GiGROup Test. Report
- ~
'L~AO~
4d4.1~~~ U liL
-- 000063016R0 I94ý Internationale Blvd.
Glendale.HHl-ightse
, IL 601639ý Tel:* (800)537-4012' Fax: (630) 221-0796 www.6odycote.com www.bodycotetestlng.com PRECISION SURVE~IL.LANCE. 49:84
,CorRP.
P.0.
O,# 9-50
'34468 WAT:LING ROAD EYESCR 12/13/07 7MM DIAMET'ER EAS.T. CHICAGO IN 46:312-ASTM A421-98 TYPIE BA WIRE DAVID P.
O'SHEA PER A.sTM '370.
RiE:PORT DATEw: 01/02/2.008 LAB NO: 1219-019 / 09 RECEIVED DATE.: 12/19/2008 JOB NO:
HEAT# SA75a59 COIL#. 27 CHEMICAL ANA`LY$SI;*
P
. 009
.006.
TEST METHOD.S:
ASTM E-4:15-05*
MECHANI.CAL 'TES-ING,.RESlULTS' DIAMET.ER:
1n.
YIELD STRENGTpH l1bs iLT STENGTH lDS:
ELONG "ON 0.O0 IN.,
13:,
27 40 15.,0'86.
.5,8
.A.R:EA:
sq. i,;
YIELD STRENGTH' -psil TENSILE,psi
,ELONGATIONw.
231 32-9:"
2 53,.ý9-.S 5.8 YIELD STRENGTH BY EXTENSOMETER 1,090% OFFSET TEST METHODS:
ASTTM A37.0-07a LA'
~4 AJJTHO 'ZED REP, S
ATIVE ALL CHEMICAL TEST RESULTS ARE REI-'ORTED IN WEIGHT PERCENT UNLE.S.
OT RWISE NOTED.
PAGE 9 OP 22 SAMTILE RESUL.TS' RELATE oNLI, TO THE SAMPLEý. TESTED
-"ENOTES TIlE ZABORATORY IS ACCREDjTEDT. THE IOENTrFIIEOrTEST ItIEIHOOBY.A2A D
UTNOTBY.IAOCAR.
"DEOTES HrlE LABORATORY 15 TIOT ACCREDITED TO THIOEIITIFIEO ET TIETHOD,BY A2LA2OR NAOCAP.BODYCOTE MATERIALS TESTITG INC. SUBIITS TllS CERTFICATION
'2R THE CONFIDENTIAL PROPERTYIOF OUR CLIENT. ITMSHALL NOT BE.REPRODUCEOWEXCEPTTIN FULL. WITHOUT-7a E.WRI1TEEIAPPROVACOF BODYCOTE TIATERIALS TES 5
f THERECRIIN OFFALSE.-FICTITIU OR FRtAUDULENTLSTATEMIENTS
-OWELITRIES 0:11419:
TlIIS ENT l.iAY`EPEJEIiSNEOA L
.ER5 o
0
PCHG-DESG ENGINEERING CHANGE 3odycote TESTING-`GROUP Test Report CcKFl A
000063016R0 194 Internationale Blvd.
GIendal.Heights,.IL 66139 Tel: (800)537-401.2 Fax: (630).-221-0796 WwvW;bodyc6ie.com www. bOdycotetestlng.;co.m PRECISION SURVEILLANCE 4984 P.,O..# 950 3468 WATIING ROAD DESCR 12/1.3/07 7MM DIAMETTER.
EAST CHICAGO I1N 463'12 A$TM A4*1--98 TYPE BA WIRE DAVID P, 0'SHEA PER :ASTM A370ý REPORT DATE: 01/02t/2008
=-----
==
LAB :14: 121
/ 10
- RECEIVED DATE,: 1_2/` 9S/,2008 JOB NO:
HEAT#
SA75.855 C-OTL# 32 CiEMICAL ANAL Y"S P.
.007 S.
.*00ý3 TEST METHODS:
AS.TM E-4115-05*
MECHAN[-CAL TESTING RESULTS, DIAMETER:
In.
YIELD STRENGTH lbs ULT STRENGTHb bs ELONG ON 10.00 IN.
.276 1t3,,72,0.
150'8.7:.
,5'6 AREA: sq.
irn.
YIELD STRENGTH pst TENSILE psi:
ELONGATION %
.059,8 2 2 9, 322t 252,; 170.
5.6 YIELD STRENGTH BY EXTENSOMETER 1.0%.OFFSET TEST METHODS:
ASTM A3.O-0.7a*
AUTHFIOI UA IVE.
ALL CHEMICAL TEST. RESULTS AAI.E REPORTED IN. WEIGHT PERCENT UNLE S 0 kERWt8E NOTED,.
PAGE 1:0 OF 22.
SAMPLE,RESULTS.
RELATE ONLY TO THE SAMPLE TESTED
- OENOTESTHE LAEosmy ACCREDfTIED TO' THE IDENTIFIEOTES B
V. A2L BUT`lTBY NAOC "Q55" j
THE L0ORATORY'IS NOTACCROt&ED TO THE'IDETIFIED TEST METHODOY'A21ArOR ADOCAR.
3*O0YCOTE MATERIALS TESTING'INC,SUB*ITSIHIS CERIFICATIO10 Z207*R rHE CONFIENTIAC pOPERTY.
OF OUR CLIENT'IT SHALLOTBE REPROOUCED'EXCEP IN FULL, WITHOUTTHE WRITTEN APPROVA8OF RODYCOTEM-AT7EALS'TEý"
'ge, 54 of 106 "TH1,RE60.ROING:OF FALPE, FiCTrrT0U'OWsRFRAUDULENT, STA'iTEMENTS OR ENTRIES:ON THIS DOCUMENT PAY'EIE'PUNISHC!O AS;AFELONY UNDER,THI! FEDERALI*.
PCHG-DESG ENGINEERING CHANGE DodycoteTEsTING GROOP Test Report c-l-.a2,
000063016R0 194 Internationale Blvd.
Glendale Heights,.IL 601i39 Te * : (890)537-49122 Fax.: (63Q) 221-0796 www-bodycote.,com www.b'd,ýcotetesting.com rI.R`kEC'I $_*.1N S;LJRVEIL1ANC,,E 4.984
'CORP.
P.O. # 950 3468: WATLING ROAD DESCR 12/13/07.
7,MM UIAMETER EASYT CHICAGO IN 463'12 AS.TM A42,:-98, TYPE BA WIRE DAVID P. O'SHEA RPER ASTN A370 D_0PLOR DATE- 01/02/2008
,A NO; 1219- 01) /
1ii RECEiVED DAI.IE,: 12/09/2008
.J,6B 140:
HEAT# SA75859 COI1L#
36 CHEMICAL ANALYSIS
.006 S
TEST METHODS:
ASTN E-41.5-05'-`
MECHANICAL TESTIN6 RESULTS DIAMETER:
in..
YIELD STRENGTH1-[ lbs ULP' STRENGTH Lbs.
ELONG ON 1o,00 11,I.
.276 13, 900.
15
- 25*.
4*8 AREA:, sq.
i:n.
YDELD STRENGTHM psi TENSILE psi ELONGATION'
- 0.5,98 2,33, ý6,67 2'52,8805'4. 8' YIELD STRENGTH BY EXTENSOMETER 1.0%.OFFSET TEST METHODS.
ASTM A37O)07a*
AUTHO 'LZED` REP
£)NTATIVE-AUL CHEMICAL TEST RESULTSARE REPORTED IN WEIGHT PERCENT UNLE
-I RWIS,_E NOTED.
PAGE '11 OF 2-2 SAMPLE RESULTS RELATE ONLY TO THE. 8AMP.LE TESTED DENOTES THE LA ORATORY IS ACCREDITED Tq THE IOET~ iFIED TEST MEITHOB Y.AA BUT NOT BY,IA.CAP'
- "DEMOTES DIlS LABORATRY IS NOT ACCREDITED TO.THE IDENITIFIED TEST METHOD 8YA2LA OR NAOCAP, BODYCOTE MATERIALS TESTING INC.'SUBMITS THIS ETFCAT;*
Z20 R &
TIIE.CONFIENIt PROPERIYOFOUR CLIENT. IT SHALL-NOT BE REPRODUCED EXCEPT IN FULL, WITHOUTThEwErITrIN APPROVAI OF ODYCOTE MATERI LST
, 55 of 106
--"THE RECO)RDING OF FALSE;!IfICTITIOUS OR FRAUDULENT STATEMENTS OR,EN~TRIE$ ON THIIS*DOCUMEN*T IAY*,8EPUNISHED AS,'A FELONY UNDER'XIITiE EDRAU* 1Ao...
PCHG-DESG ENGINEERING CHANGE D d ot ESTING
- oUP Test Report ACC 110i, 0
000063016R0 194I nte-natinriale Blvd.
G!endae H
]eights, IL 60139' Tel (80'0)537-4012 Fax: (630) 221 079.6 ww.
ybb dy'bte.edm www. bodycotetestlingcom PRECISION SURVEILLANCE '4.84 CORP.
346:8 WATLING ROAD EAST :CHICAGO IN 4'6312 DAVID.P.
O'SHEA P.O.# 9-50 DESCR i.2/i3,/,07 7MM DIAMETER ASTM A42 1-98. TYPE BA WIRE PER ASTM A370 REPORT 1DATE: 01/02/2008
,AB1NO:
219'-019 :/ 12 RECEIVED DATE: 12./19./2008 JOB NO:
H.EAT,# 'SA75859i CO.TL#
37 04-EMICAL AN\\ALY'SIS O
.0OG S
.005 TEST METHODS:
ASTM E-415-0:5; MECHANTCAL TESTING RESULTS DIAMETER.:
in.
YIELD STRENGTH lbs ULT STRENGTH lbs§! :
ELVIONG ON 10,00 IN;
.276 13,72:0.
14,99:7.
.52 AREA:
sq.. in.
YLELD. STRENGTH. ps,.L.
TENSILE psi:
ELONGATION
.0598
,229,,3:2:2 25.0,5665.'2 YiELb STRENGT-IH BY EXTEN0OMfE'ER 1,.0% OFYSET TEST METHODS; ASTM A370=07a'* ;
AUTi-O L RF-pj.
1NTATIVE ALL CHEMTCAL TEST RESULTS ARE REPORTED. IN WEIGHT PERCENT UNLES
,0
-HERW9ISE NO TED.
PAGE 12 OF.
2 SAMP.LE REsULTS -RELATE 'ONLY TO THE SAMPLE TEST-ED
.A.O.A.OR.
0015SOTNS4TH1 LABORATORYIS ACCREDITED"" TOill 'IDENTITIED-ET""TTHODty A2AWBUT, NOT Y4IAO.CAK.
""DENOTESyT LA66iATRY ISNOTACCREOITCD TO6THE IDENTIFIED TEST METHOD BY'A2A'OR IAOCAP.'BOCTCOTE,MATERIALS TESTING INC.ISUISVlTs niliS CERIlFICATION Z20 R*;THE CONoIDETI1A0 PROPERTY OF`OUWCLIENT'T SHALUNOTSE REPRODUCED~eXCEPT'INTUL., WITHOUToTHE WRITTEN APPROVA1OF6BODYCOTENATeRtALS TE
!H¢.g *EC..OýNIG'Of FA.LM F*o!CTITIGUS 0115FRAULVý14},T.$SrATE IEtTS 0 11INTRI'ES ONl THIS'DOCUM. NT:FWAY Hilt PUNISHED AS AFELONY UNDlEIRTHF tFEDERZL g 5 of 106
PCHG-DESG
- ENGINEERING CHANGE Qodycote SEs ING -GROU P
- Test Report IAOU I ij 000063016R0 194 Internationale Blvd, Gled*l&'.' Heig hts,. IL 60,139 Tel: (800)537-4012 Fax: (630))'22,1,0796 www~b6dyc6t6.c'm www. bodyco:tetestilng.com PIRECi.S ION S,,URVEILLA~NCE 4984 CORP'.
P.O.M 950 346.8. WA'MI*N(
ROAD DESCR, i12/13/07 7MM.DIAME T ER EAST CHI.CAGO IN 4631.2'
- ASTM A421-9'8 TYPE BA WIRE DAVID P.
Q? SHEA PER ASTM A370' tREPOR.T DATE; 01/02/2008 LAB NO:
12-19-019 / :13.
RECEIVED DATE';:
12,/19/2008 JOt NO:
JEAT# SA75856E. COAIL-.38 CHEMICAL ANALYSIS
.009 S
.006.
ASTM E-41,5-06-'
MECHANICAL, TESTING RESULTS, DIAMETER.;
i n.
YIELD STRENGTH lbs ULT STRENGTH lbs -
ELPN6 ON 10..00 IN,.
.276 14,,000.
15, 274.-5.6.
AREA: sq.
in.
YIELD STRENGTH psi TENSILE psi I ELONGATION
.*5 98 234,0012 255,296 5.6 YIELD STRENGTH BY EXTEN8j1viETER i.0.
OFFSET:
TEýST METHODS:
ASTh A370--07a 0A1*
13 D '-2
,AUTHOR
£rREPD WS TAIVE ALIL CHEM-ICAL TEST RE SULTS ARýE REPORTED IN WEIGHT PERCENT NES 0
ERWISE NOTED.
PAGE 113 OF.22 SAMPLE. -RE8ULTS RELýATEý ONLY TO THE -SAMPLE TESTED
-!DENOTES THE LABIORATOIRY ISACCREDIT*O TO THE 1OENTIFED TESTMETHOD'BY.A2LABUT NOT.OVYNAOCAR
- DE*OTES.ThE LALIOIATOEIS tlOTACCRE8OTEO1*TO THE IDENTIFIED TEST METHODWBYA2LA OR1AICAP.LIoYCOTE:MATERIALSTESTING iI4C.NtSJBbIITS THIS CERTIFICATION Z20R7 y TtII.CONFIOENTIAL PROPERTY. OFtRUIR CLIENT I.:TAsHAeS' BE REPRODUCCO-EXCePI IN FULL,' WITHIOUT-3TE WRITTEN APPROVALf OF ODYCOTE MATERIALS TESuka g:a 57 of 106 TH.l E
1.OROIG.OF.FASE..FC..TTO..OR.F.AU.UL.Nr.sAmE.NT.
R-.uTRES t.T S[OUbENT M VP
PCHG-DESG ENGINEERING CHANGE
- odycote iSI;.9, G.i Test Report c'mw-0 Usk:
M-uli I idq IN". W,
.000063016R0,
19n4 Internationale Blvd; Glendale lHeights, IL 60139 Tel: (800)537-40"12 Fax:, (630) 2'21-0796 www.bodycote. coim www.bodycotetesting.com PRECISION SURIVEILLANCE 4984
.CORP.
3'4,68 WATLING ROAD EAST.,CHICAGO IN. 4-6312 DAVID P.
O'SHEA
- 0.t*. 950 DESCR 12/13/07 7M '.DIAMETER ASThf.A421-9:8 TYPE BA WIRE PER ASTM A370 REPORT DATE: O-1/02/20a8 LAB NO':
1219-0.19 / 14 RECEIVED' DATE<:
12,/1.9/20'08 JOB 4NO0 HEAT# SA758,59 COIL#
40 CHEMICAL ANALYSIS
,-006 s
, 00,51 TEST METHODS:
ASTM E-*..5-05; MECHANICAL TES-TING RESULTS DIAMETER: -n.
tl YIELD STRENGTH lbYs ULT 'STRENGTH D
bs :
ELONO ON 10.-00 131.
.276
- 13,',86,0.
15,ý2.07.
.52
'AREA: sq.
tin.
- YIELD STRENGTH. ps i:
ýTENSILE psi ELONGATION %
.05 9.8 2531, 662 2 5 4., 1.7' 6' 5ý.2 YIE.LD STRENGTH-9Y EXTENSOMETER 1.0% OFFSET TEST METHODS.:
ASTM A370-0,7a* ;.
AUT17[O T
.t'IVE ALL CHEMICAL TEST, RESUQLTS ARE REPQRTED IN.WE.IGHT.PERCENT UNLES.
0 ERWISE NOTED.
'PAGE 11 4 OF 22 SAMPLE 1kESULTS RIELATE ONLY TO 'TriHE SAMPLE TESTED
- DENOTES.THE LABORATORY IS ACCREDITED TO THEIDEIJTIFIEDTEST.OIETHOD BY A2LA'BUT NOT BY NADCAP.
- OENOTES,
.ABORATORY ISNOT ACCREDITED-TO THE.[DENTIFIEO TEST MIETHOD BY A2t.A OR ElADCAP BODYCOTE M4ATERIALS TESTINGINC. SUBI41TS THIS CERTIFICATIOIN Z20 Rtj THE CONFIOENTIAL PROPERTY OF 0URCLIENT. IT SHAXLINOT' EREPROODUCED EXCEPT,I FULL; WITHOUT TIIe WRITTEIJ APPROVALOFBODYCOIEHIATERIALS-TES I-58 of 106 Z20Rl TH#
DE PUN -I*kDrAS'A'FELONY UNDER -plE FED*ERAL.
Lh%%g\\
58** of 10
PCHG-DESG ENGINEERING CHANGE Dodycote TESTI..GRO.
Test Report Accralccnunl a
Z66.01
.4Z v"
.... 000063016R0 194 Internationale Blvd.
,Glendafeigkbihts,, IL'60139 Tel -(800)537-40i 2 Pax-: (630) 221-0796 www. b6dyc6te;¢com www. bodycqtetesting:com PRECISION SURVEILLNCE; 4:9:84.
CORP.
P.o. # 95,01 3468 WATLING ROAD DESCR 12/13/.07 7MM DIAMETER EAST CHICIAGO: IN 463.1.2 AS'TM A4.-21.-98 TYRPE BA WIRE DAVID 'P. O'SHEA PERý ASTM A370' REPORT DATE: :o01,/Q2/`2008 LAB.O:
- L21 9-0L.q: /
IS
'ECE.IVED DATE:
12/1.9/200B JOB NO.:
HEAT't SA75859 COIL.#. 43 CHEMICAL ANALYSTS
- 0,07 8
.005, TEST METHODS:
ASTM E-415,-O5",
MECHANICAL 'TESTING RESULTS DIAMETER:
in.
YIELD STRENGTH 'Ibis, :
ULT STRENGTH l.bs ELONG ON 10.00 IN.
.276 13,9.20.
15,270.
.54 AREA: sg.
in.
YIELD STRENGTH. psi TENS:ILE -psJ ELONGATION
.0598 232,66.5 25.5, 229.
5..4 YIELD STRENGTH BY EXTENSOMETER 1.0
.0OFSET TEST METI-]C)Do":
A$, TM
.A370-07a; QseA AUTH(DFKZC'D R,
ýENTkTIVE ALL CHEMICAL TEST RE.SULTS ARE REPORTED IN WEIG-HT PERCENT UNL I'I-VfERWISE NOTED.
PA$QE i5, O.F 2.21 SAMPLE RE,"SUIT.ITS, RELATE' ONLY TO THE SAMPLE T.ESTED
'DENOTES THE L.AORAIORY IS ACCSEDiTrESTO'TiIE*IDEtNTIFIEDTEýT, blET0 i3Y'A2tJauT NOT'BY NAowt'
.. DENOTES T-IE LABfORATORY, IS.NO1 ACCREDITED TO TME IDEtNTIFIED TEST rIETfIOD BYA2LA ORrNADCA* LIODYCOTE IMATERIALS TESTINGO INC.ýSUBMITS THIS CERTIFICATION Z20 RG'THE CONFIDEUIAL PROPERTY OF OUR CUEUT.,ITSRAUtNOT BE REPRODUCEO'EXCEPT INFUL" WITHOUTTHE.WRITTEt APPROVAL OF BOOYCOT MATERIALS TES1 59 of 106 Till! RECINVOROf*iF FA*LSE, FICTITIOUS OR FRAUDULENT STrATEf4ENTS!(ýR ENTRIES ON TttUS'DOCUMEN'T MAY"BEPUNI.SHEDAS A FEL.ONY UNDER THE.F'EDER*AV" I
." 'g b 9ov0
PCHG-DESG ENGINEERING CHANGE Dody ycotetESTUGuRouP Test Report A.JI1~
Ain!teuI
. 000063016R0 194,Internationale Blvd.
GIndaIle H-1*4glts; IL'60i,39 Teq::.(860)537-40i2.
Fax': (630) 221i-0'796 wv*W.b6dycbte.c6ni www. bodyclotetesting pcom PRECISION SVRVEILLANCE 4984 CQRP.
3,468; WATLYINC ROAD E.A:ST CItCAGO, IN 4,6312, DAVI-D P., O'SHEA.
P.O.# 950 DESCR 1.:1/3/07 7MM DIAMETER A.STM, *A421-9,8 TYPE BA: WIRE
.PER ASTM A370' REPORT DATE: 01/02/2,008 LAB NO: '12-19-.019 / 16 RECEIVED -DATE: 12/19/2008 JOB NO,:
HEAT#
SA75859 COTL# 4C CHEMICAL ANALYST-S.
.-004 S
.0068 TESTr METHODS:
ASTM E-4i5-05*;
IEC.I-AI CAL. TESTING RESULTS DIAMETER: i n.
YIELD STRENGTH lbs ULT STRENGTHODS :bs E8LONG ON 10.00 INq.
.276 13, 4;6.0.
'L4,.9-2:'L.
.60 AREA: sq.
in.
YIELD STRENGTI-1 psi TENSILE psi ELONGATION
- 0598
.224,976
'249,396 6.'0 YIE'L*D STRENGTH BY EVN OEE
'1, 0% I0FFSET TEST MET]-ODS:
ASTM-A-370-07a Pse
~
~ DA~i'~A~zt~?Y AUTHOV.Zt k ~ENT~XTIVE ALL CHEMICAL TEST',RESULTS ARE REPORTED IN,WEIGHT PERCENT, UVNL,'
PHERKI:SE NOTED..
PAGE 16 OF 22 SAMPLE RESULT'iS RELATE: ONLY TO 'THE SAMPLE TESTED
_ DENO"ESTHE LABORATORY IS ACCREDITED TO-THE IDEI*TIFIED-TEST PIETOOýBY A2LA LIn NOT BeyV'ADCAP.
"DENOTES THE 'ABOdATORY IS NOT'ACCREOITED*rO THEIDENTIFIED TEST METHOD BYA2LA'OR 4AOCAP.R:0OYCOTE2MAIERIALS TESTIIIG INC. SUBIMITSýT`HISCERFICATION Z20RO THE CONFIDENTIAL PROPERTY OFOUR CLIEINT. IT SHALL NIOT BE REPRODUCEDOEXCEPTRIN FULL,'WITHOUT-THE WRITTENIAPPROVAL OF, BODYCOTE MATERIALS TýELr¶p 60 f10 THE fl._CORDI,4(I OFTAISE.:FICTIfIOUS OR FRAUDULENT SrATEIEMEITS OWENTRIES ON TMISODOCUMEURT MAY.BEPUNISNED AS A FELONY UDR TgE FEER.
60 of 106
PCHG-DESG ENGINEERING CHANGE D odycote 1ESTNG,.R0.U P.
Test Report CQ6dcP.
000063016R0 194r Internationale Blvd, G*l*&dale6-.eHghts, iL 601,39 Tel:(800)537-4601 -2
-Fax' '(600)-224-0796 www.body~cote.cbm" www. bodycotetesUng.co.m PRECIS1ON SURVEILLANCECE 49.,84' CORP.
S468 WATLING ROAD EAST CHICAGO IN 46312 DAVID P. O'SHEA P.O.# 950 DESCR 12/'13/07 7MM IEAMETER ASTM.A4.21-98-TYPE BA WIRE PER ASTM A3ý70 REPORT UATE: 01/0,2/2008 LAD NO:, 1219-019 / 17 IECEIVED. DArTE' 12/1.9/2008 JOB NO:
HEAT# SA.7t5859 'Ci).L 4-7 CI-IEMICA L AN.ALY SIS
.009
.004 TEST METHODS:
A-STM E7
-41.505*
MECHANICAL T.ESTN.GRESULTS DIAMETER:
in.
YIELD 1STRENGTH lbs uI,!
STRENGTH l.bs ELONG ON 1000 IN 0
.275 13,400.
14,920.
.60 AREA,:. sq.
in, YIELD STRENGTH psi TENS-ILE psi ELONGATION %
.05,94 225, 6.05 2.5 1,'1"96 6,.0 YELD STRENGTH BY' EXTEN.NSOMETER 1.0% OFFSET TEST METHODS:
ASTM A370--07a, AUTIHO
+/-iL.
RP TA lyE ALL CHEMICAL TEbST RESULTS ARE -REPORTED IN WEIGHT PERCENT UNLES HERWIýSE NOTED..
PAGE 17 OF 22.
SAMPLE RESULT.S RELATE ONLY TO THE SAMP.LE TESTED DENOTES THE LABORATOkYI ACCRSDIT(!0YO1E 10ENUIFItO TEST MST8OO,8Y'A2tABSLt NO1 BY 44DCAP.
SOEUT¢TS TlhELASORATlRY.IS NOT ACCR[oIrEO TOTHE IDENTIFIED TEST METHOD BY A2LA'ORftMADA-.,SBODYCOTErMATEAIALS FESTINGINC. SUSHiS THIS CE1TIFICATIOU4 Z20 R* T"eCO6FIOENTInAL POPE'RTYOF OUR'C-EIET. ITSHALL NOTBSEAEROouCEO'EXCEPT IFULL. WITHOUT THE W*RITTEWA'APPROVAL OF BODYCOTEMAELsTEES gI* 61 of 106 RECOIDIsG OFPALSE'FICTLTIOUS'OR FRAUOULEILTSTATEMETSýOR ENtITRIESON TIDSOOCUMIENT MAy BE PUSISHID ASA FEI.ONY UNDER THE ;EEPLAVL R
10
PCHG-DESG ENGINEERING CHANGE Dodycofte TESTjNGBG'DUP Test Report
~D1
- :SERg r
~
000063016R0 194 Internationale'Blvd.
7Glerndale.HegightS, iL 60-139 Tel: (80053*74012, Fax: (630) 221-0796, www.bodycote.dor www.bodycotetestlng.com PRECISION SURVEILLANCE 498J4 COR' 346:8 WATLING ROAD EAST CHICAGO IN 46312' DAVID P.
O'SHEA P.O,#
950 DESCR 12./.1,3:/0,7 7MM DIAMETER
,AST'M A421-98 TYPE BA WIRE PER ASTM, A370 REPORT DATE:, 01/02/200,8 LAb Nb.:
i219-)oi5
- 18. RECEIVED DATE:.. 12/LL/2, Y JOB N HEATý- SA7.518.59 06I~1i 52 CH-EMICA-L ANALYSIS P
,005 00$5 TEST METHODS:
ASTM E-415-O5ý MECHANICAL; TESTING RESILTS DI,AMETiER:. In.
YIELD STRENGTH
- l.
T E0O ULT STRENGTH lbs ELONG ON JO. 00 I:N.
.276 14 -,
1,0.
15,227.
,514 AREA: sq.
it'.
YIELD STRENGTH psi T7i"ISlI1E psi.
ELONGATION
.0598 2.3-5,:.6 73 254, 5iO 5..4 YIELD 1SUREI'J 0TPH BY EXtE1\\TSOMETER 1.06-OFFISET.
TEST METHODS.:
ASTM A370-O'7,a5 Psc AUTH0RSD REP3 fT.ATI,\\E
.ALL C.IHIETVI*JAL T'EST RE[SULT£1S* ARE REPORTED IN WEIGHT PERCENT UNLESS.*i#RWISE NOTED.
'PAGE 18 OF 22 SAMPLE. RESULTS, ELATE ONLY TO THE SAMPLE T.E&STED
-DENOTES THE LABORATORY ISACCREOITEDTro.TIE D'ENTIFIEDTESTMETHOO BY WA2LA RUTV:T.aTBY NADCAP.
DE-NO~iTES Ti*E L PAOATORtY isO norOACREDITED TO THE ID'ENTIFIEO TEST METIIOD BSYAS21A 0IAOCAP..SODYCOTE MATERfMLS TESTING INC.,SUaI¶ITS TIllS CERTIFICA1TON Z YTHE CONIIDENTIALT PROPERTYOF OURXC, I fl.,IT SHALL IOT SE,REPRODUCEO:EXCEPTIN FULL,AWITHOUTTHE WRIITENAPIROVACOF BODYCOTE IATERIA.STE 62 20 RECOýNG OFFAISEF CTITiOdISOR'FRAUOULEIJTSTATE*ETTSOR* ETRIES ON THIS DOCUM4EJ`JfIAY UE PuNISOEDAS AFELONY'UNDER THE FEDERAL'VL\\
of 106
PCHG-DESG ENGINEERING CHANGE Diodycote Test Report "vacrr.~tfaO 000063016Ro 194. Iternationale Blvd.
Glendale.l-eights, iL 6039-Tel: (8a00)537-4012 Fax: (630)221-0796 www;bodycote.corn www. boidycotetestlng ;COm PREc(rISION SURVEI.LLANCE.4984 CORP.
3468 WATLING ROAD EAST ChIICAGO IN 46`312 DAVID P, 0"SHEA i?*O:.:#
950.
DESCR 12/13/07 7MM DIAMETER ASTM A421-98 TYPE BA WIRE PER ASTM A-70 REPORT OATE': 0i./02"/2008 LAB NO.: 1219-619 / 19 RE,;2V1VED DATE: 12/`19/2,008 JOB NO:
IEAT*# SA7ES89 C5iL.11,4 55 CHEMICAL ANALYS'I.S;
.600 S
.0.04.
TEST METHODS:
ASTM E-415-05" MECHANICAL TE'ýST-ING RES0ULTS DIAMETER:
in.
YIELD STRENGTH lbs.:
ULT. STRENGTH lbs-.
ELONG ON 10.00 IN'.
. 275.
13,700.
4,'9*5...52 AIREA:
sq.,.in.
YfIErLD STRENGTH psi :
TENS-ILE psi
'LONGATIiN
- 0594 230,656 252,2.90 5.2 YIEID S!rRENGTH BY EXTENSOMETER i.0%
OFFSET TEST METHODS:
ASTM.A370-0.7.a; IYAtTE AUTHO ZE R
kE ENKTIVE ALL CHEMICAL TES3T RESULTS' ARE EZEPorýTED IN WEIGHT PERCECNT UWLE m7ERWISE 14OTED.
P/dt i.9 OF. 22:
SAMPLIE R.ESULTS. RELATE ONLY TO THJE SAMPLE.-TESTED,
-OENOTESTHE.LABORATORY~i$ACCR~DtEi~iDT1i4E IOENJIVIED TEST. MEfHOO 6YHL BT NOT BY MADCAP.
.DE7OTE THE LABORATORY 1, IlOTACCREEDITB TOTHE IDENTIFIED TEST METHOD BY.A2LA ORWNADCAR.
BOycoTE IATRIAs TEsrTGi&?jc.:sumnfs a
T~LS CEt-FicArON Z20 RO THE CONFIDEfnMAL PROPERTYOF OUR CUEtJT. ITSHA.L tOT BEREPRODUCED EXCEPI NFULL_%V1THOUT;T1E WEt"TEN'APPROVAI. OF 5oDYCOTE,1ATERiALS¶~ 63of10 TliE.RECOROING~
~
~
~ ~ ~ ~~~~~~~~B OFME'UCIIOSRFRLlSHETSEMWBk.EOIENTHS00ASA'FELONY UNDOER1H TOERAýgý 3o 0
PCHG-DESG ENGINEERING CHANGE W1 odycote s.
INGGR.P
.Test Report Ccalt.
.gO
.000063016R0
- 194lriternationale Blvd.
Glendale Heights,,IL 60,139 Te: ;(800)537-40127 Faxi:'-,(630) 221,!0-796 www.bodycb,texom www.bodyýcgtetestling.com PRECISION SURVEILLANCE, 4'984 CORP.
P.0.# 4
,501 3468 WAT'PLING ROAD DESCR 12/:L3./07 7MM DIAMETER EAST CHICAGO IN 4.6312 ASTM A421-98 TYPE BDA WIRE DAVID P. O'SKHA PER ASTNI A370*
REPORTDA: 01/02/:2008, LAB NO; JL219-019 / 20 R1EC.EVED DA'TE: 12/19/200'8 JOB NO,,:
HEA"T#
cA75.185.,
COTL#
60 CHEM'ICAL ANAL¥YSIS P
.00,9 S
.004 TEST METHODS:
ASTM E-415-05" MECHANICAL TESTING RESULTS DIAMETER:
In.
YIELD STRENGTH Lbs ULT STRENGTH ]lbs EtLONG ON 10.00 IN.
.276 13, 800.
i4,936.
.58 AREA: sq.
i'h..
YIELD STRENGTH' psi TENSILE piJ.
ELONGATION %
.059ý8 230,659 249,'64.65..8&
YIELD STRENGTH BY EXTENSOMETER 1.0%- OfFSEIT TEST ME1TH[DS:
ASTM A370-0,a
- AUTHE'Z-ED R ENTATTVE ALL CHEMICAL TEST RESULTS ARE REPORTED IN WEIGHT PERCENT UNL.,_
HERWI:SE -NOTED.
'PAGE 20 OF 22,
'SAMPLE RESULTS,RJELATE ONLY TO THE -SAMPLE TEESTED DENWOTES THE LABORATORtYIS ACCREDITED 14O1THr IDENTIFIED'TEST METHOD BY A2LA BUT NOT BYtADCAP, "DENOreS-TIlE LABORATORY IS NOT ACCREDITED TOTHE IDENTIFIED TEST METHOD Y A2LA' OR AOCAP. GODYCOTE MATERIALS T'ESTING INIC.SUBMITS THIS:CERTFICATIO71i Z20RO THE CONFIDENTIAL PROPERTY OF.OUR CLIENTrI1T SHALL NIOT BE REPROOUCEOtEXCEPT' II FULL, WITHOUT TH6,WRITrEN APPROVAL OFBODYCOTE MATERIALS TE THU RECORD)INý'OF FA!.,E. FICT.ITI. OUS OR FRAUDU.Le*,T STA'rTEMENTS ORENTRIES 0l,' THIS DOC:UMEU'T'-,MAyr E PUNISHtED AS ýNFrLONY U14DER T'HE FEDERALW. g§ 64 of 106
PCHG-DESG ENGINEERING CHANGE D o.
COte TESGING.dROUP Test Report Ac "ntwT 6 -
Qezaca 000063016R0 194, rnternatlonalei Blvd.,
Giendatle,Heights,%IL 60135 Tel: (800)S37-4012 Fax:,(630) 22-1-0796 Www'.bodycote.com www.bodypotetesting.'cOm PRECISION SURVEILLANCE 4984 CORPP.
P. Q. # 9.50:
3,468 WATLING ROAD DESCR 12/13/07 7MM DIAMETER EAST CHICAGO IN 46312 ASTM A421-9.8 TYPE BA WIRE DAVI'-D P.
O'SHEA PER ASTM A370 REPORT DATE: 01/02./2008 LAB NO:' 1,19.-.O.
/
21 REll 0 EED DATE:
[2/19./`2008 JOB NO,:
EACT,# S.A 7 5 5ý9 ML# 6 4 CFI-EMIC-Al ANALY SIS
.006, S.
TEST METHODS:
ASTM E'E-415-05*
MECHANICAL TESTING REgULTS DIAMETER:
in.,
YIELD STRENGTH
,b.s' ULT STRENGTH lbsi ELONG ON, 10:,00 IN:.:
.276, 13:, 580.
1,4,92'2.
.54 AREA: sq.
In.
YIELD STRENGTHi; psI TENSILE psi ELONGATION
.0598 2,26,8,98.2.
224:9,41.2 5.4 YIELD STRENGTH BY EXTENS0METER 1.0% OFFSET TEST METHODS:
ASTM A370-07a QABY JVJV~
AUTHOR/721*F
ýRE-ýP SNTA'FIVE.
ALL CHEMICAL TE ESULTS AE REPORTED IN WEIGHT PERCENT' UNLEg4 OERWISE NOTED.,
PAGE 21 OF 2:'2 SAMPLE RESSULTS RELATE ONLY TO THE SAMPLE TESTEDE
.DENOTESSHE LABORATORY IIS ACCREOITEO TO IHE 16ENyT;FmE'T HETHOD'BYANA SUT"4OfBY-NA6CA0
".DI*OT*'S TIhE LABORATORY.IS NOT ACCREDITBOTOTHmE IOEFIEm TEST METHOD BY A2LAORNADCAP. BODYCOTE, ATERMALS'TSTING ItC.'SUSEITS THIS CERTIFICATION Z20(RO.THE.CONFIOENTIAL PROPeFlY OFSOUR WENT. IT SIALL NOT BE REPROOUCEO EXCEPT, IN FULQVWITHOUT ThE.WRI.TEN'APPROVAL'OFBOOYCOTEIATBERIALS.TESI e 65 of 106 T teECOo!tG *OF FALSE, FICTITIOUS OR FYAUOULE"NT STnATEtETS OBl ENTRIES*014JTHIS DOCUMENT *Ay BE PUF#ISIEr AS'ASFELON.YUNDRtIIRe FEOERAL LW"
PCHG-DESG ENGINEERING CHANGE D odycoteTESTI~
GROUP Test Report M t tI "o..u; I
.000063016R0 f94'.Internationale Blvd.
GIlenale',Heiglits, IL 6013.9, Te).:.:(800) 537-4012 Fax: (630) 221l.0796 Www bodycote. corn w w. bodyco eptestIng.,com P~kIECSIO URVrElLLA'N(2El 49,8'4
'CORP.
- P.O. # '-950.
34:8-WATLING ROAD DE$CPR 1,2/03/07 7MM DIAMETER EA,'T. CHICAGO TN 46312 ASTM A42:-98 TYPE BA WIRE DAVID P.. OISHEA PER ASTM 'A370 REPORT 'DrATE-:
0/02/2008 LAB. NO: 1219-019 /
22
.RECEI-VED DATE: 12/19/e008 JOB NO:
HEATI SA7585*9 COlL# 65 C.HEM.A7L ANALY siTs P:
.006 S
- 00.
5 T'EST' MET.HODS:
AS.TM E-41L5-O.5k; MECHANICAL TESTING RESULTS DIAMETER.
ln.
YIELD STRENGTH lbs.
ULT' 1 ST.RENIM3TH lbs.
ELONG ON 10.00 ToT..
.27 5
'13 500.
14, 984.
AREA: sq.
J'-n.
YIELD STRENGTH psi TENSILE psi, ELONGATION
.05.94 252,27"3 5.. 6 YIELD STRENGTH BY EXTENSOIMiETER i-.0.%
,OFFSET TEST M.ET!rODS:
ASTM A37-0-O7a*
A1JTH0JZ.,'7RET-ENTATTIVE ALL CHLEMICAL TEST RESýULTS ARE REPORTED IN, WE.IGHT PERCENT UNLE 5 ERWISE NOTED-.
PAGE 2,2 OF 2:2 SAMPLE RESULTS. RELATE ONLY'TO Tl, SAMPLE TESTED
.*DENOTES THE LABORATORT I IS ACCREDITEO T61E IDENTIFIED TEST MIETHOD*Y A21.A BUTUNOT.BYVNAJACAP...
1ESHELA "OATOYSTOACCIR ITETOtEDITI*T IEOTEST 1
ETHO BY A2LA OR NADCAP. BODYCOTE 61ATERIALS TESTING hIC. SUBlITS THISCERTIFICATION Z20 R 4E'CO;FIDEITrALPROPE UR!CLIUENTrIT SHALL tOT lBE REPRODUCED EXCEPT 14 *U*L. WITHOUT THE'WVRITTEN APPROVAL OF BODYCOTE'MATERIALS TEEý 1.66 of 106
ENGINERING CANGE PSC 00=*K8(B0tPT2.1 RECEIVING INSPECTION - ANCHORAGE BARS, TUBES, BILLETS, PLATE (RAW MATERIAL)
FORM PT2.1A November 27, 2007 Page 1 of 1 Revision 0 1.
HEAT NUMBER:
.4-Z.
MILL:
/10.6-17172 "7 MATERIAL (Circle one): BARS - TUBES - BILLET (7.2.1.1)
(7.2.1.2)
(7.2.1.2)
(7.2.1.3)
(7.2.5)
COMMENTS HEAT NUMBER SIZE LENGTH VISUAL HEAT (Steel stamped, CHECK CODEICOLOR painted or (Damage, CODE tagged)
- rust, other)........
RECEIVING INSPECTION PERFORMED AT (Vendor):
/'f gz/7, &-..j
,,W.'p.l_,
RECEIVING INSPECTOR
.C. SIGNOFF:
LEVEL:
.~DATE:
-2?6 Q.C. REVIEW:
LEVEL: _
DATE: Q FORM PT2.1.A-CR3.SGR.doc Z20R0 Page 67 of 106
~)r~~t
~DV~
CALCULATION NO:
CRYCfAM A~E Zj A~O' Precision Surveillance Corporation SAFETY RELATED NON-SAFETY RELATED PAGE /
OF.7
/ K t#
-dý,
cte
\\
I1 6(0 Page 68 of 106 PRPAEDB DATE I REiWD YDT I PREPARED BY DATE I REVIEWED BY DATE
PCHG-DESG ENGINEERING CHANGE
'0.AQNUN NO:
Precision Surveillance Corporation SAFETY RELATED NON-SAFETY RELATED PAGE OF 2.
74\\,
1-11ý
--6 Paqe 69 of 106
ý PREPARED BY DATE i REVIEWED BY DATE
PCHG-DESG ISG PLATE INC.
SHIP-TO:.
TAYLOR EQUIPMENT & MACHINE TOOL CORP.
4940 WEST, !BLOOMINGDALE AVE.
CHICAGO IL 60639' ENGINEERING CHANGE 000063016R0 T E'S'T C E-R T I F IC -A TE PAGE NO: 01 OF 02 FILE NOi '78.05-01-03 MILL ORDER NO: '80260-002 MELT, NO: D5482 SLAB NO-- 3, DATEt: 0'8,/114 /07 SOLD. TO:
SEND TO:
01-TEM. CO, STEEL P '0 BOX 887 LOUISVILLE MS 39339.
P L.A T E D I M, EN S IO NS N
/
DESCRIPTION TOTAL PIECE QTY GAUGE WIDTH LENGTH DESCRIP-TION WEIGHT 1
6" 9 6",
192" RECTANGLE 31364:k C..U S-T OME.R I.N F O RM A.T'I ON CUSTOMER PO: C5317JMP CONTRACT NO.
S.
S -P E C I F I C A T I N ( S )
THIS kATEjRIAL HAS BEEN. MANUFACTURED' AND TESTED IN ACCORDANCE WITH P RCHASE ORDER REQUIREMENTS AND SPECIFICATION(S)..
ASTM.A514 YR 05 GR Q MATERIAL PRODUCED UNDER A,CERTIFIED QUALITY MGMT SYSTEM COMPLYING WITH ISO 9.001 ABS-QE 'CERT.
NO.
3'0130 C H E M I C A L CO M P O S I'T I O'N C
,i p
s CU*
Si.
Ni.
dR MO MELT:D548-2
.17 I..10
.011
.'004, 23
.20 1 2.7 1.19
.45 V
AL CB MLT: D5482
..044
.018
.001 M A N U F A C TU
.UR E MCQUAID-EHN GRAIN SIZE PER, E1.12 -
7-8 H E A T T R.E A T C 0 N.D;I T I ON MATL OR HEAT..TREAT NOM:
HOLD COOL TEST DESCRIPTION TEMP' MINS MTHD PL/TEST, HARDEN 16,75F
.185'.
W. QUENCH PL/TEST TEMPER 1200F 3'63, W QUENCH C,
-WE HEREBY CERTIFY THE ABOVE INFORMATION IS CORRECT:
QUALITY -ASSURANCE LABORATORY COATESVILLE,.PA-19320 PEERVIR
-"T:EPORTING
_ELINORE: ZAPIJ!TN.Y Page 70 of 106 Z20RO
PCHG-DESG ISG PLATE INC.
ENGINEERING CHANGE 000063016R0 T E-S T C E R T I F I C A T E PAGE NO:'- 02 OF 02 FILE'. NO: 7805-01-03 1MILL. ORDER NO: 80260-002 MELT NO: D5482 SLAB NO: 3-"
DkTE:. 09/14/07 T E N ýS I L E' P R
, PE SLAB NO,.
3 Rý,T I E S YIELD STRENGTH PSI 'X 1O00 1039 LOC BOT..
TIR TRANS.
,TENSILE STRENGTH
.PSI X 1*00 1173 ELONGATION GAGE LGTH t2.00"
'15.06
%R. A.
54.0 G
WE R A I N F O R M.AT I QN ALL STEEL HAS BEEN MELTED AND MANUFACTURED IN THE U. S-.A.
IT IS IMORTANT TO NOTE THAT THIS, GRADE OF STEEL MAY BE SUSCEPTIBLE TO CRACKING' IN THE HEAT -AFFECTED ZONE ý OF WELDS DURING' P'OST.-WELD: 'HEAT TREATMENT (STRESS RELIEF) OR ELEVATED, TEMPERATURE.SERVICE.
ALSO POST-WELD HEAT TREATMENT OR ELEVATED TEMPERATURE -SERVICE MAY, DEGRADE HEAT AFFECTED ZONE TOUGHNESS.
WE RECOMkEND THAT CAREFUL CONSIDERATION BE GIVEN TO.THESE PHENOMENA BY COMPETENT. -WELDING ENGINEERS BEFORE APPLICATION.
'IF THIS.MATERIALIS SUBJECT 'TO RESALE THIS WARNING SHOULD BE GIVEN TO EACH SUBSEQUENT USER.
.B/L #00926 BOYD BROS.TRANSPORTATION U ~EW.ED~
WE HEREBY CERTIFY THE-ABOVE INFORMATION S1 CORRECT:
QUALITY ASSURANCE LABORATORY COATESVILLE, PA 19320 SUPFERV!*-OR - TE-3TvRElPORT(NG'-
ELINORE.ZAPLITNY Z20R0 Page 71 of 106
I : tN *I N I K1"I NUL UNANt PsW~bt68"PT2.1 RECEIVING INSPECTION - ANCHORAGE PARTIALLY COMPLETED OR COMPLETED ANCHORAGES FORM PT2.1 B November 27, 2007 Page 1 of 1 Revision 0 RECEIVING INSPECTION PERFORMED AT:
DESCRIPTION OF MATERIAL INSPECTED:
P i'~O~
~%A~,'~'
~
,~r a-xx i".
ý -),-. -
4~' he~k AsTh.A At5/41 NUMBER OF PIECES RECEIVED:
a, (At least 10% of the pieces received are to be inspected)
(7.3.1.1)
(7.3.1.1)
(7.3.1.2)
COMMENTS IDENTITY CODE METHOD OF VISUAL CHECK OF PIECE MARKING (Damage, rust, other)
INSPECTED IDENTITY ACCEPT or HOLD e
J.,
ANo Cle-fr -
Not~fe-rr is__Ae
____e
"\\o iei RECEIVING INSPECTION FOERFORMED AT (Vendor):
RECEIVING INSPECTOR Q.C. SIGNOFF:
I /,
DroXv,-ý-&
nP
=
orý i a no. r ALV LEVEL:
DATE:
3*-+0L' 8
Q.C. REVIEW:__
_ LEVEL:.
_DATE:
IJZ7.",P FORM PT2.1.B-CR3.SGR.doc Page 72 of 106 Z20RO
+
I RI(*IKIF*I*IM F ~ F] ~JLJ I=OI~~
t-IN k I INI r-tK I I CHANGE PSC(Wt tW1.PT2.1 RECEIVING INSPECTION - ANCHORAGE PARTIALLY COMPLETED OR COMPLETED ANCHORAGES FORM PT2.1B November 27, 2007 Page 1 of 1 Revision 0 RECEIVING INSPECTION PERFORMED AT:
DESCRIPTION OF MATERIAL INSPECTED:
K ek..
ASTA~~ A S I
~L h e.
NUMBER OF PIECES RECEIVED:
/*
(At least 10% of the pieces received are to be inspected)
(7.3.1.1)
(7.3.1.1)
(7.3.1.2)
COMMENTS IDENTITY CODE METHOD OF VISUAL CHECK OF PIECE MARKING (Damage, rust, other)
INSPECTED IDENTITY ACCEPT or HOLD 5+O/I:,tf-%,,,e.",
A+,e.'*pe
__o__
Ae-e-0 Ao\\e_
RECEIVING INSPECTION PERFORMED AT (Vendor):
VAe.
j,,*5,,^*
RECEIVING INSPECTOR Q.C. SIGNOFF:
LEVEL:
DATE:
3 "X
-o.
Q.C. REVIE LEVEL:
DATE: J? -;" 7W, FORM PT2.1.B-CR3.SGR-doc Z20R0 Page 73 of 106
Pr.Hr,-np:qr-rm nklI" *Ir-r-n kI %',n tIt
- &.n.
PSC PRCDR
,)21 FABRICATION - ANCHORAGE FLAME CUT ANCHORAGE FORM PT2.3A November 27, 2007 Page 1 of 1 Revision 0 FLAME CUTTnNG PERFORMED AT:
V....r 1ýe
- o*,c.s o?
i,,*o-.^*.
Z'..r'r DESCRIPTION OF MATERIAL FLAME CUT:
C
+-.'c.
A
's A s t.4 (9.3) Heat Number:
6 '4 8*
Color Code:
IS I ue-Heat Code:
E-(9.5) Amount of Pieces and Location::
60 (9.7) Sequence Code: -p% I -
62 636 64 66 66 4 66 69 30 71 72 79 7,4
"" 7, 76 77 7" 79 80 81 8
3 84 85 86 87 88 89, Mark an "X" through each sequence code number of a scrap piece.
U Draw a line through those numbers not used for sequence code numbers.
(9.8) Sequence Layout S953 1-1 11~
35
)1
/3 1 1 55 q/
37
.S i
V3 7
3 (9.11.1.1)
Drop off length:
INSPECTOR Q.C. SIGNOFF:
LEVEL:
,"_T DATE:,
q- 09-o Q.C. REVIEW:________________
LEVEL:
DATE:
~~c~
Z20RO FORM PT23.A-CR3.SGR.doc Page 74 of 106
VZTILW LL-iOJ itI:U PCHG-DESG
.i-P'4.0/,tZ867 P
PAGE 08/19 ENGINEERING CHANGE 000063016R0 V:T "
.PSC PRO-OWUR AT 2.V7 ULYVWAOWNIGRAMWlAIO6w-ANCHOR RE~AD uI2tRAtONIC INSPECtiON REP"RT" Novomberi27.2007
--Aide,.of..
Coimponent Desuiiptlon we Dr~awi~g Mste~Ct~~j Schiedule,___ Diameter Tunsdutev.
Manufacturer ro-A2'4,*,Aý Shze Coupant
~Manfacurer, 11"atrdinint, 1/1
'5k 32-Cafibi
-T'e I
idThicIU~ew-4~(
Surfaico CandiII&on-Av i
Cableo
-x M&nwcurt OH D V 3
DA h jI Dl%-
~
- ~~
- Callbration Times VFifigir~.'
Sconu 11-0 S
(
cw
- d TC 0 Cs 3
- COW¸ Ortenbaion
!W Angle Indicalions
- 0.
Tye
'~Lah
- Width, 0apM.
Conuiz~r
,Sketch IIoTop Iae Jfre LI P?2 7Vt ClSG.R~doc Z20R0 Page 75 of 106
PCHG-DESG Calumet Testing Services 1945 N. Griffith Blvd.
CT6 Griffith, Indiana 46319 (219) 923-9800 -- (708) 474-5860 ENGINEERING CHANGE CTS JOB #00&,936RO PAGE NO.
/
OF REPORT OF ULTRASONIC EXAMINATION Customer Job No.
Date 11r-3,)11))V' Examination Standard/Edition - Add Acceptance Standard/Edition - Add N.D.E. Procedure No. - Rev.
P.O. No.
1f'-c56
_P_.__7 I Pi_
_)_
7_
__ _)_C_
_T- _
e_
(
Line or Dwg. No.
Parn No. or Description,Mati Thickness Typ of aterial 1
,,*v, Holz-A ffEý Surface Condition Matl Temp.
Transducer, Make, Size, Freq., Angle Test Block, Standard A5*f///
1~
' VI<7 lZ2-,,iu, Equipment Type, Mode, & Method Used' Tech. Date Sensitivity La I
Couplant DECIBELS INDICATION DISCONTINUITY Distance EVALUATION
.t 0 m
oo
-c"i E
E,,
C:
a.,
ca.0 z7 c
d5o
~
~
- .)
4 I
4 t-4 t-4 4
4 4
t*
4 4-4 -
REMARKS & DIAGRAMS
~/ /1~
6.1/4r77 4y-T 69ger
$5'V'92ý
,~j krrl-"OKp'ý;ýt f
/I --
/,,vv -ft 6~
tO Examiner:
/*. -
(f-t f4 Sig rtIu
,,lJ InepetJ it-
-ý li, i im-
/' q Ic~ ~
Customer Review Level /b/a Signature Date
-"level
- / ' atiý Page 76 of 106
GECHG-DESG ENGINEERING CHANGE
- 00006301,
ýnspectfon Technologies Certificate of'Calibration T his ',!Certificqte shall not.be reprojduced, extdept in full.' Withou t wrtten
- pproval of GE Inspection Technologies
'Issued to: C Iumnet TestLing Services, Inc Certificate*#: 444555 1945 N GriffithB6uI'evotd PO Njumber,'4i88 Griffith; IN 46319, Seridl. 31459-3632 U#SA ModeI#. USK7S
==
Description:==
Kroutkrbrner Fl6w Gouge..
vianufactureir.GE Inspection Technologie§ The occirqcýOf.fthe instnrimenit decribad dbove has-been confirmed'by foctory standard test'equil!ment:and/or lobtootorg reeefenestonda'rds troceable:
tothe:N6tionol institute ofitondqrdsapnd TechnologV. The uncertintfy factor 6ft~he block st'do 'ds used does not'exceed2596o6tfihe6teranceof'the, chorocteristic~beingverfi~ed. *oi th e6Hblrdýne-sihstrur tre~eence.Socis a-m'onJf-ctured.Inaccordonce WthASTM-:E 18-0,for instrumnen'ts ondl.ASTMA' 56-00 for the LEEBbased-hstruments. Thecalibrotion sgstem:p,'rce'du'resuijtili2"edot!this-'f'o-'c'iiii'tn'fbm tlrelquiremen ets 1 in' M.LS-ST, D -4 5.662'A a ndi 'A.'S*'C$L*Z:5"'O
-179"94 -
- i i "ity's qua i *,1system is-reg is ter edto I:O900 1*20o00, Colibratidn.Date:D Friddy, November 30, 2007 Temperature: '76.2, F Humidity: 168 %WRHI.
Calibration Due: Sundy.
,NovembLer30,:2008' TechEniciafn: Watkihns,,Ron Interval: 12' Procedure Used: QCP-1032 Found: CO)In To 00Otfo Left. RInTol. O.,Out-ofT61I ThstAReults: IV] PASS E-1 FAI.L Notes: RecertifiedJ.
The fbllowingTestVEquipment Was used to CALIBRATEiCERTIFY 'Your Ins trument:
ISERIAL#
MODEL#
BRAND CAL DATE CAL DUE NIST#s 00520X.
- CR.50 /5MHZ Lewistown 14-Nov-07 14-Aug-68 1087J 1404, 1553, 1726: Cert.
1 1'-2867,168981-1..
01D6M
'CA-ZilA GEIT 19-Sep-07 19-Jun-08 821/25492-1-95.821/257922-97; 821/258921-97;'821/26.18I-9y9,
'8 211,2 14 568.01. 8-82
./l26470O7-01, 821/2'66717-02. 821i/268079--03.
821i268344--03..82-1/27.1309-05.-822/254148. 2421734.,2427"39.
2522A40101 355D HP
'02rOc:-07 Oct-08 1087ý,1362.1404.,
2524A43860 355CyHF.
HP 02-Oct-07' 31-Oct-08 1087, 1362..
4'865 liW'Type 1.
Test Block
.06-%ct-07 04-Oct-08
.821/254921-95.821/257922Z97, 821/258921-97, 821/261181-99.
'82i/ý263310-00, :821/264568-01,82.1/264707-0i, 821/268079-03.
821/26834403, 821/2?71309-05, 822/254148. 242ý734* 242739.
252249, 267204. 286853' 51 Block-Set Lewistown 20-Sep-07 20-Sep-b8 821/2.7003-03.82:1/271309-05..
- Certified. By:
Watkin's, Ron SOIndustioLPark Road. Lewistown, PA 17044. For Customer Service. coal 717-,44ý7-131q. Fox: 717-2481-7211 GE Inspection Technologies Oocument #02I -247-178. Revision F:
Z20R0 Page 77 of 106
DocP !32xD OCP 1032
" Prepo By
=SGREK.
.5/21V97 Approved CE ENGINEERING CH, USK-7/USK-7S/.USK-8S, QUALITY'CONTROL PROCEDURE J
K L
WoPo qo3 of 1ý I "
I E
C N
4 8
8 9
4 9
4 7
5 6
4 2
5 8..9
.6
.1 7
7 1
7 7
.21 QC Record - USK-7/USK-7S/USK8S Model Tbhc
.S/N Initfal fnspection Date, // -7V -07 Final Inspbection Date i1-.*
T'raqsducers:'5 Mhz.--
5 Mhz-0A2 1.1A:
S/N S/N c2/D&4i~
Reference Description Serial #
Cal. Date Cal. Due Date.
Steel Test Block "1T...,W. Test Block
/o'-4-a 7
/O-2 -t~7
/0-1 T~?
o Attenuator(s)
Item.
'Specification QCP REF#
Preliminary Visual/Mechanical 1:0 CRT Dis&iaV:'
V 1.0 A. Focus7 2.0 Coarse Sweep/Linearity Align six echoes +1/2 miinor division.
0.5",(1mmrf) 2-.5" (50mm) 10" (250'mm) 50" (1m). (USK-7S & U.SK8S only)
VS 2.0 3.0 & 3.13 3:ý2 3:2.1 Z20RO Page 78 of 106
Docbment No.
PCHG-D0 QcP11on2 SREK G5/21/0
~
.ij~~
CHA Approved' QUALITY:CONTROL.PROCEDURE CE K
L M
0~o 331Y16
-~-+-f 4
C N
4' 8
8, 9
4 4
7 5
,6 4
2.
5 8
9 6
I' 0
7 7
7 1
7 7
2, i
R~heel 11 of 1.3 3.0, Testingq Range At'least 8 echoes with FINE wit4hFINE SWEEP full cW..
4.0 Sweep Delay' 2.5" (50ram) range,::
minimum 10"' delay (450mm).
5;0 Main Bang Delay 50",range, FINE SWEEP (USK-7S & USK8S.Only) full CW: main bang can be positioned 'at.
div.. "0" with SWEEP, DELAY.
5.1 Main Bang delay 10" range, FINE SWEEP full
,(USK-7 ONLY)
CW.: main.bag.*.an. be
- positioned. at div., "0" With SWEEP DELAY.
2.0 3:1
,3..3 3.4 6,.0 GainBW/Noise A.. Gain:
5Mhz.on 1" Lucite insert of'l.l.W. test block.; >40%
fs 1st echo @ 24db Linstrument gain.
",*1 4.0' 5.0:
.B, Noise:
<30% fs average noise, no signal input.
'7.0 Vertical Linearity db change.
(45% fs Ref.)
+6db
+-4
+2
.0
.-2db
-4
-6
-8
-14 Amplitude Limits 90%.Ifs 71%:fs 57% Is 45% Ifs 36% JS 28% fs 22% fs
-18%. fs 9% fs
%,s 4"%fs
% Is I,i % fs ZA %,fs, JAo../., fst' 0 Is 6.0 A.
W M, Page 79 of 106 Z20RO
. ENGINEERING C USK-7/USK-7SiUSK-8S QUAL.ITY CONTROL PROCEDURE
,8..0 Baseline Shift/Reject aý. +2% fs shift with REJECT fully CW.
b., 60% fs echo, falls TO 20% fs.
- c. Reject LED functions'(USK-7S & USK8S
,only) 7.2
-7.0 9.0. Fine Gain (U.SK-7Only) 44% :- 56% FSH.
9.1 Fine Gain (USKr7S`& USK8SOnly) 100%, fsh echo. falls Within below listed specifications with FINE.
GAIN:
1.0db
.5db 0db 92-960% fsh 87-91% fsh
- 82-86% fsh
_.0% fsh J
`% fsh 10.0 Coarse Gain Accuracy Maintain echo amplitude.between 44% and 56,°%o fsh..
9.0 COAR, SE GAIN position:
60,-0 40-20 20-0 50 %fsh
~0 1
,6%
fsh 0* ifsh 1 1.0 Isolation 12i0 Near Field Resolution With'S Mhz transducer:, >70db.
1st ahd.,2nd echoes, of 0.. 1 40" steel
'block are separated to<5%-f§s.
_idb 10.0
)1s~
If
~'A. ~~IjE WED ll
'BY DAT ~37QIWID~
I, Z20R0 Page 80 of 106
Docum ent No:
PCHG-E QCP1032 REK'"
ES921/97 Approved CE USK.7/USKEq
ýNG CF QUALITY CONTROL PROCEDURE 13.0 Gate. Height Gate Start,. Range Gaie, 6% fs 4-2%. fs wiih respectto baselin.e. USK8S $ate is 10%
6/I-GATE RANGE, GATE-DELAY moves constant Width.gate from. <1 'to 100% fs.
With,.5'1 (.10mm) COARSE SWEEP; FINE SWEEP full CCW.;, GATE RANGE Min. Gate, width is.5minor divisions.
V__
12.0 14.0 Gate. Width Max. Gate width, is 90%,fsw 1,5.0 Alarm LED See Reference LED works. with 40%.fs echo.
13.0
- 14.0 11Vi0 16.0, Pulser Strength 80% fs echo dropsto40% +/- 5% fsh
-with charnge of pulser.
I DVA Z20R0 Page 81 of 106
rC,,i-D;-SG EI1~ii,,riEERiN CUMi,4t
.PSCq~ip*-k.k.PT2. 1..
.RECEIVING INSPECTION - ANCHORAGE PARTIALLY COMPLETED OR COMPLETED ANCHORAGES FORM PT2.1S November 27, 2007 Page 1 of 1 Revision 0 RECEIVING INSPECTION PERFORMED AT:
- ret'.Ak*iwý&
DESCRIPTION OF MATERIAL INSPECTED:
NUMBER OF PIECES RECEIVED:
/
(At least 10% of the pieces received are to be inspected)
".h, 't1'jP"j' MA Jleýd Ake--l
'w'0'j AOC-1. /
(7.3.1.1)
(7.3.1.1)
(7.3.1.2)
COMMENTS IDENTITY CODE METHOD OF VISUAL CHECK OF PIECE MARKING (Damage, rust, other)
INSPECTED IDENTITY ACCEPT or HOLD RECEIVING INSPECTION PERFORMED AT (Vendor):
6 J4;r-Am RECEIVING INSPECTOR Q.C. SIGNOFF:
LEVEL:
Jr_______
DATE:
-9
-1y Q.C. REVIEW:
LEVEL:..
DATE: 1240t FORM PT2. 1. B-CR3SGR.doc Z20R0 Page 82 of 106
PCHG-DESG
. I ENGINEERING CHANGE 000063016R0 ILLIANA INSTRUMENTATION 321,88.East 8 4 h." Place MerrilIville, IN 46410 Phone'(219)942-5588 Fax (219) 942-0366:
CERTIFICATE OFCALIBRATION CUSTOMER:
MISCELLANEOUS DETAILS:
Td-State Metal Date Rece.ived 1/25/08 220 W. Chicago Avenue Certification Date: 1125108 East Chicago, IN 46312 Recalibration Date: 4/*30/08 Cal. Number: 512-5!15 PiO. Nu~mber: Hobie Location of Calibiration:.On Site Detailed 'Results Attac'hed: YES Procedure Used: WI-508
,EQUIPMENT CALIBRATED MANUFACTURER:
Items as detailed on attached reports, MODEL:
SERIAL NUMBER:
.ITEM NUMBER:.
DESCRIPTION-CONDITION'AS, FOUND:
Good unless otherwise noted on reports STANDARDS USEDIUNCERTAINTIES Item 1336 Fluke Calibrator, Serial No. 9531036, ca-l date 12/20107., cal due 12/20/08 BEST MEASUREMENT UNCERTAINTY,.
Theýe60anded,(k=2).measurement uncertainty for instruments.with:a ype(K thermocouple input,and a 1 degree resolution is 1.9'Deg. F..
TEST CONDITIONS TEMPERATURE
.46,Degq.. F.
-HUMIDITY ambient CERTIFIED BY:___
DATE:
/
TITLE:
Service Technician This ce'tifies that the above equipment.was calibrated using appropriate Illiana Instrumentalion technica.l proc*qedUres..At pltnned intervals, Illiana Instrumentation standards are calibrated byicomparis*n'lo or rn' asuremenl agalnstst'andards which arevtraceable to NIST.: If so, inlicated abbve :detailed calibration.res. ultsar Ieraltached'lothis certificate: Thesd-results are paiI of this certificate.and Ihis certificale shall~nol be reproduced ex&eptin full',without the written approval of.llliana Instrurnentation. Any numberof factorsnotunded th'contr olf the
-calibrationlaboratorymay cause the calibration of 1he'6bove irem(s),todriftbefore Ifterecommended recalibraiion date. Supporting
,documentationelatlvelo tta'eabil~ty and tebh'nicaf 'rocedures used is.on file ndis available for examination uponrequest and'approvalof
.ou'r quality assurance manager. The:above-uncertaintles representan:expanded uncertalnty'expressed atapproximateI 95% confidence.
level,using-a coverage factor. ofk=2:
FORM: *CAL-007 DATE:
APRIL 24, 2006 PAGE 1, OF 3 Z20RO Page 83 of 106
PCHG-DESG ENGINEERING CHANGE 000063016R0
SUMMARY
OF CALIBRATION DETAILS Calibration 'Performed For: Tri-State Metal ImprovemeDns.
Certificatidn Number.:0i/25/08-061400-3' Iem:
3 Date:01/25/08 Name :-Controller Location:D7 Cal.
P oint tit'.
Rad" FYinal Read Upper To.
.Low 300.0000 Q
30.9090 300.0000 305,.00000 Standalrd 1 :
ltem 13,36 Calibrator Cal no.
S.tandard :2 :
NONE.-
Pr.cedure W' S;t.andard 3 :
NONE Adj:ustment I-tem:
3 'Date:0'1/25/08 Name:,Controller Locatdion:D7 Cal. Point
,nitý.
Read Fina6l 'Read Upe'r Tol.
Low' 1000. 0000 999.'0000 9.99.-0000 10 05.0.00 0 9
- Standard 1 ltem 1'336 Calibra torý Cal no.
S-tandar-d 2,:
NONE P.rocedure W'
'Standatd 3 :
NONE 1, ýem':
3 0ate:
Oi50 8 Name-:,Cont roller Loca~tiion,:D7j Pal.
Point mnit. Read
.Finai Read Upper Tol.
Low
'1200.0,000 1199.1000 1199.01000 120'5..0000 11
,St*anda.rd Item 133,6, Calibrator Cal no:.
,Stlandard 2 :
NONE Procedure W
.Standard 3 NONE
,Adj ustment Item:
4 Date":0l!/'25/08 Name:.R'ebrder Location:'D7 Cal. TPoint Ihit. Read Final Read Upper Tol.
Low 300.,0000 300.'0000 300,000.0 3-10,.0:00'0, 2
S~tand'ard 1 :
tem -13,3:6 Ca8libratakr Cal 'no,.
Standard 2 :
NONE' Procedure W Sta6ndard 3 :NONE, Adj ustment fti%*em:
4 Da~:,0l/25,0/8 Namie:R.ecorder Location':'D7 Cal. Point Init. Read Final Read Upper 'Tol.
Low' 1000.0000 1000,.0:000 10,00.0000 10,10.0000 9
St-andard 1 :
Item, 1336' Calibrator Cal no.
St-anda4rd 2 NONE&
Procedure W Standard 3 :
NONE:
Adjustment.
I tem:h 4 Date :01/25/!08 Name:,Recorder Location,:D7 Cal. Point-int.,Read Fijnal Read Upper Toal..
Low 1700.01000 1700..06000 170.00.00 00 1
0710.0000 16 Standard 1 :
Item:. 1336 Ca-libraioib Cal no.
Standard 2 :
NONE Procedure W S tzandard 3 NONEý
'Adj ustment-
-ri-e~
T,
- ýA
' ri t-
.~in nI /ý
,I r al u*-
NTAt
-.-~-~.I I T ^
.Y
=A-i
.VA f
enr Tol.
95.0-020 5,12, T -:5,08 et To6.
9'5.00,00 9 5 12'0 1'- 508 er" Tol.
- 95. o0600
'5d!,2 I-5,0.8 er Tol..
-51`3 9 0'.,'0 0 0.0 er Toi.
- 90. 0000o 511 1-508 90.0.000 513.
I -'508 Cal.
Eng. Uni-ts OK Degrees F..
.T,.
Degrees F.
Eng.,.. Units Degrees F..
Eng,. 'Units
.Degrees F.
- Eng. Units Degrees. F.
Cal OK
.T.
- Cal OK' T.
C &1l
'OK
- OK
.T.
Cal OK
.T.
U
-ts g IV-Ct Q. C. bOCtor Copy-righted (c) By illiana Ins:truentatiot., In&. 1992 Da,ýte. Prin~ted: Q02/'04ý/08.
Report I Page 2
Z20R0 Page 84 of 106
I c~l I
~JV9
\\
3P-D CO Hd PC 11 a, 314, ý, 41-7 ý 8, 11 0
r~tS~f,
~~ ~64 11T SI~ps.~~
IS3 31ZG(08,.
Z20RO Page 85 of 106
-EN-Git'6-RNG C&HANqi,7 4 4w
/
/
K
)
B's':.
SILU (33se) 2riaO\\ cO 120(s :Z2easvers PS.c ?a# I t56 101¶30 1614+
.Psc Q
E.
VJEEWE*D D A TE:
I 22-10 lo 3.1" 5 1 1 Page 86 of 106
ENGINEERING CHANGE
/~)
6))
I~o~j&
I P. 5.Cpof usG j":
16-14 Psc F
P4SCIJEE
[IA1L il.,L PC 13t 19 1 aq, aS t *s ý, 4o ý 44), 4.1, 4 9. 53, 6-1 ý 68 I i
- l¸
.0 Z20RO Page 87 of 106
0
\\
So e>09.
- pPoa,
, R
/
(,,,.
S66 12~~pcs-sý&
Z2ORO~O Pag 8 of10 Z20RO Page 88 of 106
PC
~ 3 j, i~~'
2 Ef~N E&fING CHANGE00601R ICIO MoAM 11K4 ovIs 4
NEERjI~fPH'MtF/
RON elli
- 11w, P.
Il Z20RO Paae 90 of 106 I
[
PGI k3-DL~3~3ENGINEERING C
PC 8"I 2.
RECEIVING INSPECTION - ANCHORAGE PARTIALLY COMPLETED OR COMPLETED ANCHORAGES FORM PT2.1B November 27, 2007 Page 1 of 1 Revision 0 RECEIVING INSPECTION PERFORMED AT:
DESCRIPTION OF MATERIAL INSPECTED:
As,-t A
Siql AroL,-ko..ee SIlDq.s PER I-IJ?
PCE.Ao-51y C 5:~5 - 6 NUMBER OF PIECES RECEIVED: __
(At least 10% of the pieces received are to be inspected)
(7.3.1.1)
(7.3.1.1)
(7.3.1.2)
COMMENTS IDENTITY CODE METHOD OF VISUAL CHECK OF PIECE MARKING (Damage, rust, other)
INSPECTED IDENTITY ACCEPT or HOLD 5jee-\\
RECEIVIN I
SPETO-.C. SlGNOFF:___
Ae 3
SL -e*e.
PE F,
A c-eepA ADAA(
5 4-eeX F~
e O
so~eA
'S oA
[\\
Ag-o Aee\\
RECEIVING INSPECTION PER1FORMED AT (Vendfor):
I~S-
".-ck '
A RECEIVING INSPECTOR Q.C. SIGNOFF:
-2.
LEVEL:
___DATE:
Ll-1-09 Q.C. REVIEW:
LEVEL:
L DATE: V'8/O:
FORM PT2.1.B-CR3.SGR.doc Z20R0 Page 91 of 106
PCHG-DESG ENGINEERING CHANGE 000063016RO PCHG-DESG ENGINEERING CHANGE 000063016R0 PSC PROCEDURE PT 3.0 THREAD MEASURING-ANCHORAGES DATA SHEET PT3.0 November 27, 2007 Page 1 of I Revision 0 163 WIRE ANCHOR HEAD THREAD MEASUREMENT INSPECTION DOCUMENTATION Anchorage I.D.
134 ~JL~ft EQUIPMENT IDENTIFICATION.
RECALIBRATION.
DATE MICROMETER o
WIRE SHIMS c go, WholA SCak-L foliilo&3 V
(.1J MEASUREMENTS THREAD AVG.
THREAD READ 3RD 6TH 9TH DIAM.
(5.2.3)
EXT.
1 15,490 (0.-
0Oc MAJOR 2
I0,
.o, (5.3.3)
EXT.
1 tIo 00, 44-MINOR i
1P tu; 2
10, 14t 10, 16 L
- 10. 1ý3 (6.2)Disposition (Circle One)
Reject Remarks:
Q.C. Inspector Signoff:
Level:
Date:
_'-.2,,?-_0-k Level: d Date:
/
44~L4M Q.C. Review:
Z20RO PT3.0 CR3. SGR Page 92 of 106
PCHG-DESG PCHG-DESG ENG(INEERING( (CWANCd'F
- AnnnI, PSC PROCEDURE PT 3.0 THREAD MEASURING-ANCHORAGES DATA SHEET PT3.0 November 27, 2007 Page 1 of 1 Revision 0 163 WIRE ANCHOR HEAD THREAD MEASUREMENT INSPECTION DOCUMENTATION Anchorage I.D.
EQUIPMENT IDENTIFICATION.
RECALIBRATION.
DATE MICROMETER c4&,,;
Z Ii/i1i/
O WIRE L-)
D SHIMS V2_D:ý
~c g0)
V)*o duý_ to/1-7 /OE 6LuJL 16 /1 -1 leg V
k I
MEASUREMENTS THREAD AVG.
THREAD READ 3RD 6TH 9TH DIAM.
(5.2.3)
EXT.
1 JO, 5ffi 10, L#8 MAJOR L+ C7 2
10
- 10. 485 0
8 (5.3.3)
EXT.
1
(.
- IOIO, MINOR 2
1oJ16
( o,.LS Io,1*o (6.2)Disposition (Circle One)
Accept Reject Remarks:
./'
7 Q.C. Inspector Signoff:
Level: __
Date: L2240?
Level:
Date:
tL!a;--Oý
>~W44 Q.C. Review:
Z2ORO Page 93 of 106 Z20R0 PT3.0 CR3.SGR Page 93 of 106
PCHG-DESG F=Nr.11KJr=PP1mr11 r1"Amr-11=
PSC PROCEDURE PT 3.0 THREAD MEASURING-ANCHORAGES DATA SHEET PT3.0 November 27, 2007 Page 1 of 1 Revision 0 163 WIRE ANCHOR HEAD THREAD MEASUREMENT INSPECTION DOCUMENTATION Anchorage I.D.
A *3 -PF 2 EQUIPMENT IDENTIFICATION.
RECALIBRATION.
DATE MICROMETER 0C (O 10 90 WIRE IM"e.
-,dr SHIMS II 8 -) r'"
d
.CatLL to I ( I 1 0 C.
(6.2)Disposition (Circle One)
Accept Reject Remarks:
40uuýý Q.C. Inspector Signoff:
Level:
2 Date:____
Q.C. Review:
Level: -2Z-Date:
/
/
Z20RO PT3.0 CR3.SGR Page 94 of 106
PCHG-DESG ENGINEERING CHANGIF PCHG-DESG ENGINEERING CHANGE nnns'insan1 PSC PROCEDURE PT 3.0 THREAD MEASURING-ANCHORAGES DATA SHEET PT3.0 November 27, 2007 Page 1 of 1 Revision 0 163 WIRE ANCHOR HEAD THREAD MEASUREMENT INSPECTION DOCUMENTATION Anchorage I.D.,
EQUIPMENT IDENTIFICATION.
RECALIBRATION.
DATE MICROMETER 16/9_
Io1 9 tI WIRE P(
4-I tllooc*
i C
/3 1r 1
- t SHIMS___"____4.L____,Q__
I.
u
,U v-/
MEASUREMENTS THREAD AVG.
THREAD READ 3RD 6TH 9TH DIAM.
(5.2.3)
EXT.
1 0,
("-
4 i5 MAJOR I0D, 44 (
2 1048S 1L, 4q 4 (5.3.3)
EXT.
1
ýýLS.
Io.1, MINOR to, I -4 2
(O0I*
10, (O"Is3, (6.2)Disposition (Circle One)
Aep Reject Remarks:
Q.C. Inspector Signoff: _.
Level: ___
Date: ____
Level:
-Zr Date: ________
Q.C. Review:
Z20RO PT3.0 CR3SGR Page 95 of 106
QUALITY CONTROL C.
Project -?Sc-5.
CALIBRATION DATA Gauge or Device Name Manufacturer 5+0 Master Calibration Dev Contract Date S- '7-oS RecallDate jo-V-7-o" 0,
bý.
Mr o^%e4-e.r-Number.
C; - ?
Type or Model
__4_-Se_
-I Range 0-1" ice X,+
Number 6 '
Master Device Calibration Date:
I^- IA - 11 Test Ranze I
Reading Error
.7S~i 0001 Method ofCCalibration (Procedure number or describe other)
Paw-Ia.g 11-LJ Comments:
Calibrated By:
Title:
e-.,--
3=:
kc.-
.. Date:
'-i1-Og_
_"-r"-
t-'U;(3-DESG ENGINEERING CHANGE
-000063016R0 QUALITY CONTROL PSC Formerly Inryco Surveillance CALIBRATION FORM "EXHIBIT C
C.
Project
,c-CALIBRATION DATA Gauge or Device Name Manufacturer 1rý,* *w*,
Master Calibration Device M0 -is"I Master I Contract rico Date q-1 Recall Date /o o g-
[il j'r r'ot-er Pc-Number c7, 40,?
Type or Model
- 0.
t'.
Range
/o-ui S~d,'~Ac Number (Is L
)evice Calibration Date:
0c
- CO - I )
Test Range Reading Error
/0
)-46 0,1&0 0
0 JO-31461
/0 ISgel ()
000/
10, 'Y&'4A k/0.
96'~
q0 t.
I Method of Calibration (Procedure number or describe other) r~~~er-.
1 Comnments:
(\\6 ne.
Calibrated By:
Title:
/evtA
.,Date:
4- -*-'
EFFECTIVE DATE REV.REV./
EVISI ON Page 97 of 106
I G
ENGINEERING CHRISIBIT A 000063016R0 GAUGE CALIBRATION RECORD SH.E.ET PROCEDURE Q12.8.C-W PROJECT: Ct*,,
- ,,mr c;40,, ;,&
AMBIENT TEMPERATURE 7 L OF JOB NO.:
,,_1_ _
THERMOMETER ID:
GAUGE NO.:
4.1,74o*,g CAL. DUE:
5-t -8r 10,000' 9,000 arlr.,"'
D (9
n IJUU 7,000-6,000 5,000 A nIt'"
- 1[ iI LJLJ 3,000 2,000 1,000 CL 0
Weights 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10.000 C) 0D CL
('4 0
0 0
cv C
00 0ý 0n 00 0&
0ý 0
(D CL THEORETICAL PSI TESTER WEIGHTS Gauge P.S.I.
1000
.3990
'4990 5190C 179 90
'79 I0 Mansfield & Green Dead Weight Pressure Model R100 Serial #1422 Cal Due:
-g-1 Calibrated By:
Date:
4" "7" 8
Page 98 of 106 7ntoDn I
ENGINEERING CHANGE, 000063016R0 QUALITY CONTROL PSC Formerly Inryco Surveillance CALIBRATION FORM "EXHIBIT C"
Project USc Contract _
._,/_
Date
-o
-n7 CALIBRATION DATA Recall Date 6-/p-g&
Gauge or Device Name Fe-c-Ir ae-
-e+
Number i 6!
Manufacturer kJ jk Type or Model M1.W-i0 *i.9 Range.
o35 Master Calibration Device w
.....'-,.r-Number M,,*_ I /on Master Device Calibration Date:.
o:9 Test Range Reading Error
~J..og.0ac., 4
+/-
0.1 X.. -
61
.o~
Method of Calibration (Procedure number or describe other)
SCa i
sp gr-'0 Comments:
n,*e_
Calibrated By:
Title:
]
- Date:
.6-
-o-?
EFFECZTIE DATE EV.REV.Page9 of 1 Page 99 of 106
PCHG-DESG ENGINEERING CHANGE 000063016R0 PSC PROCEDURE QA 12.8.A CALIBRATION-GO, NO-GO GAUGE December 7, 2007 Page 4 of 4 Revision 0 Button Head - Go, No-Go Gauge Precision Calibration Record Page PSC Surveillance Corporation Calibration Date q-
'a e
Date to be Re-calibrated 10 og Date 44 IDENTIFICATION NO:
BH o) on VARIABLE DATA Required Error Remarks Go:.395 +/-.001
.272 +/-.001
'-.450 + 0.0000 No-Go:.366 +/-.001
.252 +/-.001
-0.0000/
r*oi~e_
Method of Calibration:
Verified with Gauge shown on Drawing AC27 Clrde. e-~
to
- 0.
urZ_
A i.ý.gA Z2ORO Page 100 of 106 Z20R0 GO, NO-GO GAUGE QA 12.8.A Page 100 of 106
rur-lu,-LY hNUINH-RING CHANGE 000063016R0 QUALITY CONTROL PSC Formerly Inryco Surveillance CALIBRATION FORM "EXHIBIT C'
Project 6tZ.i
- ,ver
-Ter.ro\\ Contract oo_
1_0 Date I-t CALIBRATION DATA Recall Date q"(I --09 Gauge or Device Name A
,'c.,r Number
,&6c..
5 Manufacturer
<ra.r r e--
Type or Model )5-L4I.Z5 Range 6-. Sop" Master Calibration Device.
Number Master Device Calibration Date: zý,-
1 to-to- -o Test Range Reading Error
,0CQ O A
.60zo~c 00 O0
. no5
.0O00.0 )Q 0 1 00oe
.010 0060 FC-e Method of Calibration (Procedure number or describe other)
Comments:
Calibrated By:
/
Title:
ke(
i:rX
).
.- Date:
LI-LI-Og EFE§ToVE DATE PREV.REV.Z\\
PAEVISIONA r
jPAGEj of I Wate1 1 lur o6
FC ProjEct....
EN(e NEEvNCo CHANGE 000063016RO QUALITY CONTROL PSC Fo,,,,,y i
/Inryco,Surveillance CALIBRATION FORM
" EXHIBIT C" Proje ct
!_.l'vgeý,
(Z;wyer l'e*rý6 r Contract t,,S 16n "
Date Z4-/1-OH CALIBRATION DATA Recall Date 9-0 - 09 Gauge or Device Name Number *cc.
Manufacturer rre-___-__
Type or Model )5-qL /6 Range
- '. Soo'_
Master Calibration Device r
Number.
cr,. I Master Device Calibration Date: 7 5 10-Test Range Readina Error 0_____0 00~c S
_00 0)
Method of Calibration (Procedure number or describe other)
P'*r-c*
-p Comments:
hore.
Calibrated By:
P
Title:
Je,-l 0:'
nc,
,Date: HII-O*'
EFFE~ffj DATE PREV. REV.A IREVISIONA,,
106 I of
DOCUMENT J'-
S ENGINEERING CHANGE DOCUMENTTYV:U Ou ENG HYDRAULIC JACK CALIBRATION REVISION 9 0
Jack Calibration Record SAFETY RELATED X
NON-SAFETY RELATED
_PAGE 1
OF 3
COMPUTED BY:
BAG DATE:
04/17/08 REVIEWED BY:
CEC DATE:
04/17/08 Project:
PRE CRYSTAL RIVER TENDON FAB Contract No: N 1009 Jack
Description:
ENERPAC Size: 20 Tons Register No: TR-10 Theoretical Ram Area: 4.72 sq. in.
Max Pressure:
4000 psi Calibrating Device Used:
25 TON CELL Register No: 9321 Constant:
501.629 Calibrating Gauge Used:
HEISE Register No: 44083 Due Date:
08/30/10 Raw Data By:
BRIAN GIB3SON Date: 04/17/08 Witness:.
v/A Mean Ram Area:
ki sq in K=
.*.O53 kips Agency:
Date:
iComputed By:
BRIAN GIOMETTI QC Check:
Title:
PROJECT ENGINEER Date: 04/17/08
Title:
P,*J) 0, Date: 'A/ 7 U
Target Pressure (PSI)J Gauge Reading (PSI)
Load Cell Readout Comments 500 500 4.60 RUN: 1 POSITION:
0.25" 1000 1001 9.30 1500 1504 14.00 2000 2001 18.60 2500 2504 23.40 3000 3002 28.10 3500 3501 32.75 4000 4002 37.50 500 501 4.50 RUN: 2 POSITION:
0.75" 1000 1002 9.30 1500 1501 14.00 2000 2008 18.60 2500 2500 23.30 3000 3007 28.00 3500 3503 32.85 4000 4002 37.45 500 500 4.30 RUN: 3 POSITION:
1.25" 1000 1002 8.90 1500 1502 13.70 2000 2002 18.40 2500 2502 23.00 3000 3006 27.80 3500 3504 32.55 4000 4003 37.25 L2UI-(U raye 1U301 Iuo Z20ON i.-yug I u0 o! I u0
sc as ENGINEERING CHANGE HYDRAULIC JACK CALIBRATION Linear Regression Analysis DOCUMENT NO:
I DOCUMENT TNQ00063016RO ENG
- REVISION, 0
SAFETY RELATED X
NON-SAFETY RELATED PAGE 1
2 OF 3
COMPUTED BY:
BAG DATE:
04/17/08 1 REVIEWED BY:
CEC DATE:
04/17/08 Project:
PRE CRYSTAL RIVER TENDON FAB Contract No:
Jack
Description:
ENERPAC Size:
20 Tons Register No:
Theoretical Ram Area:
4.72 sq. in.
Max Pressure:
Calibrating Device Used:
25 TON CELL Register No:
9321 Constant:
Calibrating Gauge Used:
HEISE Register No:
44083 Due Date:
N1009 TR-10 4000 psi 501.629 08/30/10 Actual Gauge Reading (psi)
Load Cell Readout Computed Force (kips) 500 4.60 2.307 1001 9.30 4.665 1504 14.00 7.023 2001 18.60 9.330 2504 23.40 11.738 3002 28.10 14.096 3501 32.75 16.428 4002
.37.50 18.811 501 4.50 2.257 1002 9.30 4.665 1501 14.00 7.023 2008 18.60 9.330 2500 23.30 11.688 3007 28.00 14.046 3503 32.85 16.479 4002 37.45 18.786 500 4.30 2.157 1002 8.90 4.464 1502 13.70 6.872 2002 18.40 9.230 2502 23.00 11.537 3006 27.80 13.945 3504 32.55 16.328 4003 37.25 18.686 Indicates these readings have been omitted from thefinal computations Errors In Jack Calibration E rror In S tandard..............................................................................
0.0100 ksi Interpolation in G auge.......................................................................
0.0000 ksi A ccuracy of G auge...........................................................................
0.0000 ksi Errors In Gauge Calibration Interpolation in Master.......................................................................
0.0000 Interpolation in Field Gauge................................................................
0.0050 Accuracy of Master...........................................................................
0.0100 Accuracy of Field Gauge....................................................................
0,0275 Errors In Field Use of Gauoe ksi ksi ksi ksi Interpolation Error.........................................................
0,0050 A ccuracy E rro r.................................................................................
0.0275 Maximum Gauge Reading Used...........................................................................
4.0030 ksi ksi ksi FORCE (kips) =
4.697 (in2)
X GAUGE READING (ksi) +
-0.053 (kips)
Correlation =
0.99993879 N/NO =
0.7083 (Not < 0.66667)
Maximum Error Ratio In Jack...............................................................................
0.0087 Maximum Error Ratio In Gauge...........................................................................
0.0105 Maximum Total Error Ratio................................................................................
0.0136 LLUI(U IU'4U1 IUU Z.ZUKU i"*1y*::
I U-# U I [UV
TESIC ENGINEERING CHANGE HYDRAULIC JACK CALIBRATION Comparison With Previous Calibration DOCUMENT NO:
I DOCUMENT TYW*UL0bU1 bR( ENG REVISION fl 0
SAFETY RELATED X
NON-SAFETY RELATED PAGE 1
3 OF 3
,J COMPUTED BY:
BAG DATE:
04/17/08 I REVIEWED BY:
CEC DATE:
04/17/08 Project:
PRE CRYSTAL RIVER TENDON FAB Contract No: N1009 Jack
Description:
ENERPAC Size: 20 Tons Register No: TR-10 Theoretical Ram Area: 4.72 sq. in.
Max Pressure:
4000 psi Calibrating Device Used:
25 TON CELL Register No: 9321 Constant:
501.629
,Calibrating Gauge Used:
HEISE Register No:
44083 Due Date:
08/30/10 Data From Current Calibration Area (Af):
4.697 sq.in.
Constant (Cf):
-0.053 kips Max Pressure (P):
4000 psi Data From Previous Calibration Area (Ai):
Constant (Ci):
4.718 sq.in.
-0.145 kips A-0 x
,1O%/ -0.043%
WHERE:
i = (Ai x P) + (Ci
- 1000) f = (Af x P) + (Of
- 1000)
L2U~U rage 1U~ OT 1u~i
/_20R0 Page I1Ub OT IUb
PCHG-DESG ENGINEERING CHANGE 000063016R0 RA1/JACK CALIBRATION RECORD FORM 12. 8. G PSC Formerly PROJECT C-Sf-QI
_Phs*r CONTRACT/PART NO.
tA Inryco Surveillance I
Jack Description EA e-r g-Size 0
Tons Register No, 7-Theoretical Ram Area H7, Max. Pressure
'000 PSI Calibrating Device
+
I
+o e-11 Register No.
J j
Constant SO/. (ojq Calibratinz Gauge H
e.-
i's Register No.
441408'3 Date r
-Ia Raw Data By
-,ý 4-1-7-0f WITNESS JA/,
?!eaz Ram Area ~/6' sq.in. K-0-053 K.ip Agency,./-Date (d.
Comiputed By
__________________QC Check
~ L~~
Title 7*Zo r "'AI~1AJfff"=
Date -L-/7-O8 Title Date Target PSI Gauge Reading PSI Load Cell Readout CONENTS 5o0 I
. 6,n RuN POSITION
/ocon _
/0o01
- 9. Kn 11500
/0SoH
_qo_
C)000 Q00o I
I T. 6(5 QX00o
-,)3 0.,40 3000o
- 0oo, j
o.o 3too 35ci 3.75
'boo f
qoo f
37.£o SSnl
- 01.
SC RUbN_.
POSITION 500o
/Sol i..oo
.)Soo
- )500 3n 300-3o Q9____, 06 35'00:
r s.o3 5'
_ I S~oo L.-
0 RUN POSITION Ia6 aooo J 'ooO 8.0-to J600o I
goa,.
I
/__.
_o Z=*o1 60o/.
en'/*
Soo.
J
,IOLI A.
4JOao j
oo Z20R0 Page 106 of 106
PCHG-DESG ENGINEERING CHANGE ATTACHMENT 2 Sheet 1 of 1 Record of Lead Review 000063016R0 Document #CR-N1009-502 (PSC-163 Wire Washer)
Revision I The signature below of the Lead Reviewer records that:
the review indicated below has been performed by the Lead Reviewer; appropriate reviews were performed and errors/deficiencies (for all reviews performed) have been resolved and these records are included in the design package; the review was performed in accordance with EGR-NGGC-0003.
r-Design Verification Review E-Engine E] Design Review E] Alternate Calculation M-Qualification Testing El Special Engineering Review El YES El N/A Other Records are attached.
ering Review
] Owner's Review John Hollidav flivil RIOl1/fiR Civil 8/01/08 Lead Reviewer kj (print/sign) /
Discipline Date Item Deficiency Resolution No.
NONE FORM EGR-NGGC-0003-2-10 This form is a QA Record when completed and included with a completed design package.
Owner's Reviews may be processed as stand alone QA records when Owner's Review is completed.
EGR-NGGC-0003 Rev. 10 Z1 9R0 Page 1 of 3
PCHG-DESG ENGINEERING CHANGE 000063016R0 PCHG-DESG ENGINEERING CHANGE 00006301 6R0 DOCUMENT TRANSMITTAL Transmittal Number: N 1009-004 Precision Surveillance Corporation 34G8 Watling Street East Chicago, IN 46312 Email: info@psctendon.com Phone: (219) 397-SB26 Fax:
(219) 397-5867 http://www.psctendon.com Crystal River Nuclear plant 3 TO:
15760 West Power line Street Crystal River, FL 34428-6708 ATTN:
JOHN HOLLIDAY PO/SUBCONTRACT NUMBER:
CONTRACT # 270269/ADDENDUM 4 SUBMITTED BY:
PAUL C. SMITH SIGNATURE:
c-.
TITLE:
PRESIDENT DATE SUBMITTED:
January 29, 2008 DOCUMENT TRANSMITTAL INFORMATION DOCUMENT NUMBER REVISION DESCRIPTION PAGES FORMAT CR-N1009-502 1
163 Wire Stressing Washer 1
PDF REMARKS:
Z19R0 Page 2 of 3
PCFIG-I')F£G 000063016R0 PflHC,-flFP ENGINEERING, CHANGEF 00006301 6RO Typical Hole Pattern Cec for Quadrant Additional Hole for 3' Surveillance Wire One Per Tendon CY) 00.290" + 0.010" Typ. 163 Req.
Drill & Tap 1/2"-13 N.C. x 1" Deep 3 Places @ 1200 C-C Steel Stamp Heat Code Number on Buttonhead Bearing Surface in Approximate Area Shown Buttonhead Face
,/ \\
Inner Face -
R1 2" Faces Flat and Parallel Within 0.032" Di 0.500" Typical Hole Spacing - See Note 4 For Reference Only C:
E U-(9 U)
Cn a)
-0 a)
Thread Relief Diameter Shall Not be less than 10.137"
)0.015" Owner Approval This drawing has been approved by use by Progress Energy Florida by the individual listed below for use on the Crystal River Unit 3 Steam Generator Replacement Project Notes
- 1.
Bottom Vertical Washers Unthreaded
/j2.
Material: ASTM A514 - Type Q
- 3.
Reference Dwg: Prescon Drawing 5EX7-003 Sheet A8 Rev 3
- 4.
All holes' locations to be within +/-0.010" of true position on Buttonhead Face and +/-0.035" on Inner Face Detail "A" Detail "B" Signature Date I
I
)
oc Project Name P
S_
Revisions Designed By:
CD Date Rev.
Description Approved N/A N/A z
P 01/09508 0
ISSUED FOR OWNER APPROVAL CEC Drawn By:
-S Unit 3 Steam Generator Replacement Project Precision Surveillance Corporation BAG 01/28/2008 0
ý2.DrwngNm 0`1128108 1 DELETE SSS-100 FROM NOTE 2 CEC CekdApoe y
0 ICD 0 Drawing Name CheckedSr
~
Phne/Approved By:
163 Wire Stressing Washer 36 Wating Street Phone (219) 397-5862 S
-l N19R0 C.ost Chtiago, IN 4 m
i Faxo (Wc) 37-W6c7 R
WirE C
01/28/2008
,r,)
Scale: NTS htW*-/,..wvw~scendon.com Email: lrfo~psctendon.com MA\\
W1009Crystal River SGR Materda1\\CAD\\CR-N1*0952-1*N~rltLes~ng.her Rev1*dg