ML20126L019
| ML20126L019 | |
| Person / Time | |
|---|---|
| Site: | Callaway  |
| Issue date: | 07/24/1985 |
| From: | Miltenberger S UNION ELECTRIC CO. |
| To: | James Keppler NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III) |
| References | |
| 85-06, 85-6, ULNRC-1145, NUDOCS 8507310005 | |
| Download: ML20126L019 (39) | |
Text
y ___.
- f. bm6 C UNION EtecTmc COMPANY CALLAWAY PLANT MAILING ADDRESS:
P. O. B O X S 2 0 P ULTON, MO. 6 5 2 5 t July 24, 1985 y?ITY PCUTD:3 quQg-Mr. James G. Keppler %41 Regional Administrator g 4/ _j- f Office of Inspection & Enforcement U.S. Nuclear Regulatory Commission F J _![H fp O y H, f M- Dfe '--
A Region III 799 Roosevelt Road FIL Glen Ellyn, IL 60137 ULNRC-1145
Dear Mr. Kepplar:
DOCKET NUMBER 50-483 CALLAWAY PLANT UNIT 1 FACILITY OPERATING LICENSE NPF-30 SPECIAL REPORT 85-06 INSERVICE TENDON SURVEILLANCE The enclosed Special Report is submitted pursuant to Technical Specifications 3.6.1.6.b and 6.9.2 concerning the engineering evaluation of the containment vessel structural integrity during the inservice tendon surveillance. Upon completion of the tendon surveillance as outlined in the attached report, an engineering evaluation will be included in a supplement to this Special Report.
This supplemental report will preclude any requirements for additional Special Reports, should the 5% void limit be exceeding during pumping operations of the eight tendons.
s
/ k S. E. Miltenberger Manager, Callaway Plant M$
WRR/RRG/drs Enclosure cc: Distribution attached 8507310005 850724 JUL261985 PDR ADOCK 05000403 S YDH \
ft=r/
cc distribution for ULNRC-1145 Mr. Tom Alexion Office of Nuclear Reactor Regulation U. S. Nuclear Regulatory. Commission Mail Stop P-316 7920 Norfolk Avenue-Bethesda, MD 20014-American Nuclear Insurers c/o Dottie Sherman, Library The Exchange Suite 245 270 Farmington Avenue Farmington, CT 06032 Records Center Institute of Nuclear Power Operations Suite 1500 1100 Circle 75 Parkway Atlanta, GA 30339 Mr. Nicholas A. Petrick Executive Director, SNUPPS 5 Choke Cherry Road Rockville, Maryland 20850 Mr. J. H. Smith Bechtel Power Corporation SNUPPS Project 15740 Shady Grove Road Gaithersburg, Maryland 20877-1454 NRC Resident Inspector D. F. Schnell J. F. McLaughlin J. E. Davis (Z40LER)
D. W. Capone /R. P. Wendling F. D. Field R. L.' Powers A. C. Passwater/D. E. Shafer/D. J. Walker G. A. Hughes W.' R. Robinson (QA Record)
J. M. Price M. E. Taylor R. A. McAleenan L'. K. Robertson (470)(NSRB)
Merlin Williams, Wolf Creek SEM Chrono 3456-0021.6 3456-0260 Z40ULNRC G56.37 N. Date L j
i EVALUATION OF INSERVICE TENDON SURVEILLANCE The Callaway Plant Technical Specification 4.6.1.6.1 requires the demonstration of containment structural integrity through a surveillance of the containment post-tensioning system at the end of 1.5, 3 5, and 5.5 i
years following the initial structural integrity test, and every 5 years after. During the surveillance of the system after 1.5 years, which began April 29, 1985, it was discovered that the net refill volumes of the sheathing filler material exceeded 5% of the net duct volume for a number of tendons (see attachment 1, Tendon Greasing Summary). This condition failed to meet Tech. Spec. 4.6.1.6.1(e) which requires verification of operability of the sheathing filler material by assuring "(1) No voids in excess of 5% of the net duct volume." Specifically, tendons V65, V66, V74, IBA and 5BA had filler material volumes equal to 11.2, 10.6, 12 3, 14.4, and 15.2 percent, respectively, of their net duct volumes added after inservice testing. Due to the fact that the 5% excess was discovered after filling, action statement 3.6.1.6.B was immediately satisfied. The NRC Staff concurred with this position in a meeting on July 19, 1985. !
The essential criterion for the operability of the sheathing filler material is to prevent corrosion of both the tendon wires and the anchorage components. The material used in the Callaway Plant post-tensioning system, Visconorust 2090P-4, accomplishes this by a characteristic which gives the filler material an affinity to adhere to steel surfaces, its ability to emulsify any moisture in the system nullifying its rusting ability, and by its resistance to moisture, mild acids, and alkalis. In addition, protection is afforded by each tendon wire being individually pre-coated with Amber 1601 prior to installation.
The voids in the tendon shcathing, as indicated by the refill volumes, i may be attributed to a number of factors
Paga 2
- 1) Visconorust 2090P-4 has a coefficient of expansion which yields an expansion of about 1% per every 20*F. Initial filling temperatures of the filler material averaged 160'F. Cold weather conditiens can cool the filler material to 40'F, giving a contraction of 65 of the net duct volume. During the first inservice surveillance of the tendons, the temperature of insitu filler material averaged 90*F, giving a contraction of 3 to 45 from initial fill.
- 2) Calculated voids between the wires which comprise the tendon bundle are approximately 7%, or greater, of the net duct volume. During the initial filling operations, the tendon bundle was cold (ambient temperature of 65'F) and as the filler material was pumped into the sheathing void, it solidified on the surface of the tendon bundle, leaving small voids between the wires. As the filler material gradually heated the tendon bundle, it is likely that the voids between the wires allowed migration of the filler material into the tendon bundle. Because this process is slow and gradual, it is reasonable to expect that it took place substantially after the filling operation was complete and possibly during the surveillance refill operation. In addition, this type of migration could also occur at other areas such as where tendons are in contact with the sheathing.
- 3) Characteristics of the initial filling method may induce air entrapment into the filler material. Pumping operations can introduce air into filler material a.id may add up to as much as 2%
of the net duct volume. This void value could be higher for horizontal tendons due to the lower pumping head used when compared to the vertical tendons.
)
e Paga 3 In summary. even under optimum filling conditions, voids ranging from 12-155 could be expected after the initial filling operation.
The Callaway Plant tendons requiring net refill volumes of the filler 4
material in excess of the acceptance criteria have not shown any abnormal deterioration or degradation of strength. The lift-off forces for those tendons, as well as the other surveillance tendons, have been found to fall
.i within (or above) the predicted limits (see attachment 2, Preliminary Lift-Off Force Data Sheets). Examination and testing of the individual wires from tendons V74 and 26AC has revealed that there is no evidence of f
corrosion and that wire strength exceeds the minimum required ultimate i strength through-out the wires (see attachment 3, Preliminary Wire Test Data Sheets). Examination of the filler material has shown virtually no 4
change in the physical appearance or chemical properties. Test results J
indicate that the amount of chlorides, sulfides, nitrates, and moisture fall far below the maximum allowed limits as specified by the manufacturer l (see attachment 4, Grease Sample Analysis). Visual inspection of the different components of the anchorage system revealed proper coverage by the filler material with no signs of corrosion or presence of water.
i l
! As indicated by the test results above, the function of the filler material in protecting the post-tensioning system is being maintained. As long as sufficient filler material has been introduced into the system to completely coat the wires and anchorage system, corrosion protection is assured. Voids, such as those experienced at the Callaway Plant, can be expected due to the characteristics of the filler material and initial i
filling operations as noted above. Since each wire is individually pre-coated with Amber 1601, the degree of filling interstitial spaces, which l
l comprise the net duct volume, is not directly related to the degree of l
= . _ _ _ _ . _ _ _ _ _ - _ - _ _ - _ . - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ - . _ - _ _ _ _ . . _ - - _ - _ - - - - _ _ _ _ _ _ _ _
Pcg2 4 coating which occurs, and therefore, is not of significant importance as an indicator of operability of the sheathing filler material.
Based on physical tests on the tendon wires and chemical test of the fill'er material, there seems to be little correlation between the 5% void requirement and the structural integrity of the tendon and anchorage system.
Based on the above demonstrated compliance with all remaining surveillance requirements for Tech. Spec. 4.6.1.6.1, it is concluded that those instances of " voids in excess of 5% of the net duct volume" have not resulted in any degradation of the post-tensioning system, assuring the structural integrity of the containment vessel.
As of this date, 3 of the 11 surveillance tendons have been completed.
Two tendons, not in the surveillance program, have also been filled to provide additional data for this report. Although there are 8 remaining to be pumped, it is anticipated that results of these 8 will correlate with the 5 already complete. Upon completion of the tendon surveillance, an engineering evaluation will be included in a supplement to this special report. This supplemental report will preclude any requirements for additional special reports, should the 5% void limit be exceeded during pumping operations of the 8 tendons.
Based on the above discussion, the current Technical Specification is not appropriate. Following the final engineering evaluation, Union Electric will propose a revision to the Technical Specification with the requisite documentation and justification.
In addition, future scheduled surveillances of the post-tensioning system and full pressure integrated leak rate tests will monitor the
_O
Peg 2 5 parameters discussed above to detect any potential abnormal degradation, assure continued operability of the system, and verify containment structural integrity on a continuing basis.
t
Attcchment 1 ,= ,
g TENDON SURVEILLANCE GREASING SUFDfARY TENDON NET DUCT NET GREASE % GREASE VOLUME (CAL.) ADDED (CAL.) ADDED V20 288 2 1/2 0.9 V35 277 12 3/4 4.6 V65 289 32 1/2 11.2
- V66 289 30 3/4 10.6
- V74 284 35 12.3 1CB 185 2 1/3 1.4
- lBA 189 27 1/4 14.4 5BA 181 27 1/2 15.2 9CB 185 1 0.5 9AC 185 2 1.1
- 26AC 185 1 0.5 45BA 185 1 0.5 51BA 185 2 1.1
- Not in surveillance sample (supplemental data)
- Wire pulled and tested during surveillance l
l l
Attach. 2 o
1 of 22 1 MONJ*t0 RING 0F TENDON FORCE - PROCEDURE SQ 9.0 Inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION en inland Steel company PROJECT 8///AMAY SURVEILLANCE NO.
f- YEAR P3~
/lfa' 4Jrmourg m# /4" D/g / <
TEND 0M NO. V80 TENDON END/ BUTTRESS NO. S#C# UNIT A q.C.
(9.2) Concrete Tousp. 7o7 F There. No. 87"'652 Recal Date FM 9' Sinnoff (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /49 asPI/M (9.5.1) Ram ID $8l0 Recal Date s7b3 4WD Ram' Area 137 5426 E. *// /7V , an sfi>W Cause ID /efAW7F7 Recal Date JJ/4/ Daily Check ak (9.6) Shin Stack Height #12afD #2 2ASD Buler ID A'sl?/ Recal Date M2WM 6 ea(lv3s TAMsc7* feo wer sweara +750 Md r (9.7.2) Tendon Overstress #Dio (Shall not exceed 1602 kips for a 170 wire tendon) #.sf/Jf'
/,78(p UBL /f$?7
9LL /4/ LBL (9.8.1.1) Actual Tendon Overstress Value F YdC(Force in kips or Pressure in PSI) as,fdrIs "
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 f/86 Stack #2 - 1 M Actual 1 t'800 2 98 20 2 &J20 2 9'Se'1C 3 4'3420 3 C9JAClD 3 YJAo '
Actual Average F.f/J.r/ppy.S' <
(
(9.8.6.3) LIFT 0FFS
.m gg ese ss gggg so wo gg ,jpjjgpy wm-r (9.8.6) Acceptable d d"S pk4If (9.8.6.1) AALV UBL: Conditional Acceptance #M ~
Notify Owner w/4 i p8'r/s>3W (9.8.6.2) AALV LBL: Unacceptable d Detension "M NCE No. ' #dP ,
pE%X (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED #M Tendon #1 #/4 Notify Owner W/4 Tendon #2 h/4
$35/J,Nf
'(9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack #3 #2 Stack NM
~
(9.8.8.4) NEW ACTUAL LIFTOFF VALUE /
- 5 4 (9.8.8.5) CIRCLED C
Stack #1 - 1 #/4 Stack #2 - 1 M Actual I wM 2 #/4 2 4/A 2 "/4 3 "/4 3 w/4 3 "/4
' Actual Average w/# h (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #/4 Unacceptable #/4 (9.8.10.3) #2 Accept v/4 Unacceptable y/A Notify Owner #/4 Q.C. Review Level Date Title 1-07-85 ';g '"'"" of 1 lj"" }) '1 y cuos.s/ne inatto. su.
Attach. 2
.r Page 2 of 22 MDNJTORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco
( DATA 8HEET 9.0 - INSPECTION DOCUMENTATION en inland Steel company PROJECT d#214MAY SURVEILLANCE NO.
.I- YEAR 86~
O*4R/Mem es Us g UNIT A TENDON NO. Md TENDON IND/ BUTTRESS NO. #/4~4 8 (9.2) Concrete Temp. 74 F There. No.S7*-f 5L Recal Date 9Y2M/P6 Sin f (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /76 p W5I4h BA@.
(9.5.1) Ram ID 878N Recal Date e785 (No Ram Area JIF. F43 K= "//,8*d 7 RBEN '
- Gauge ID #eSW/JE'/ Recal Date 44/4V Daily Check eX (9.6) Shin Stack Height #1 /788 #2 /2Ff Ruler ID ga'2/ Recal Date Edr#M
nsecr7* - be not freffb 9700 psi i (9.7.2) Tendon Overstress #/ M (Shall not exceed 1602 kips for a 170 wire tendon) #JrM ' '
35 9LL //d/ LBL /m784 UBL /N7_,
(9.8.1.1) Actual Tendon Overstress Value V2 W O (Force in kips or Pressure in PSI) SM '
i //
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 Y/90 Stack #2 - 1 Actual 1 f/MP 2 Y/e'lO 2 M/M 2 W/90 3 V/20 3 &/4/'D 3 48/#d
( Actual Averese 9/WO .r /372xsp.s, (9.8.6.3) LIFTOFFS JP/8A8[ 48 #d//N8 4/#74~ ## M 7'f N* D O N N o u / 9// xts.s (9.8.6) Acceptable / Etf Adk I$MW 4
(9.8.6.1) AALV UBL: Conditional Acceptance M Notify Owner #M
- /4 _ Defension g NCR No. 4f4 (9.8.6.2) AALV LBL: Unacceptable (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED "M Tendon #1 .+M'
+ 4' Notify Owner 4M ' Tendon #2 4 (9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack #M #2 Stack #M . ., i (9.8.8.4) NEW ACTUAL LIFTOFF VALUE #M (9.8.5.5) CIRCLED Stack #1 - 1 #/4 Stack #2 - 1 "M Actual 1 #/d 2 .*VA 2 Wh 2 A k' 3 "h 3 <*/# 3 #A Actual Average #/4 (9.8.10) ADJACENT TENDON LIFTOFF i
(9.8.10.3) #1 Accept # M Unacceptable p/4 (9.8.10.3) #2 Accept */A Unacceptable '* V4 Notify Owner #/# WiMIM5
,f
, , f f
(
Q.C. Review Level Date Title
' anio.a enet og 1 l dl'"" 1-07-85 ['yg 0640N (5208 8/88 laatco, f ac.
At tac h. .'
', Page 3 of 22 NONJTORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION en inland Steel company
{
PROJECT C///AA/A/ SURVEILLANCE NO. JI- YEAR FS' 2/O*4 vMurH ** RD W >
TENDON NO. V35" TENDON END/auTTsESS NO. S#er UNIT .f n.C.
(9.2) Concrete Temp. 7&F Therm. No. 67~-4 32 Recal Date F/E9/M. Slanoff (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /df W (9.5.1) Ram ID #8/3 Recal Date .7es ENA Ram Area J37. _8i"326 K = -//,/ 7Y- 89fdadf
- Gauge ID A06dV M / Recal Date AA/47 Daily Check oM pp (9.6) Shim Stack Height #1 /830 #2 /8.35~ Ruler ID #a7/_ Recal Date f,/Er/W. " '
$M ' '
9e20pe; YAM 6E7"- Do Mof EXCRfD 97.5"O MI (9.7.2) Tendon Overstress 8 99(Shall not exceed 1602 kips for a 170 wire tendon),885d2/rf 9LL //53 Lat /e172 Ust /7/o
- (9.8.1.1) Actual Tendon Overstress Value 98dO(Force in kips or Pressure in PSI) 65d/Is
! <(
! (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 f/80 Stack #2 - 1 Actual 1 9/Fo 2 W/70 2 CW/703 2 V/70 3 W/fC 3 N/ f d) 3 W/8c Actual Average V/74 s /393.' S*
45N
( AVERAGl~ AS FouA/O 4/F7b,4*F (9.8.6.3) LIFTCFFS pp 7gA/pg Vf$~ :::/y/g ,4sp3 y gg (9.8.6) Acceptable N O' d 6 49E N Of 8# 2 N N~/ SIM (9.8.6.1) AALV UBL: Conditional Acceptance NM Notify Owner AL#S I Hfp '
(9.8.6.2) AALV LBL: Unacceptablo "M Detension I WCR No. N/4 i (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED .+M Tendon #1 M4 Notify Owner "/4 Tendon 82 #/4 4 (9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack ."/' 4 #2 Stack N/4 f~l(M / /
(9.8.8.4) NEW ACTUAL LIFTOFF VALUE "M' (9.8.8.5) CIRCLED Stack #1 - 1 #/4 Stack #2 - 1 .e/A Actual 1 M/4 2 Nh 2 MAS 2 "/4 3 "A 3 <+'/4 3 "A Actual Average "/P gef/td
~'/
(9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) Af/M Unacceptable #/4 (9.8.10.3[elAccept 92 Accept 4/' # Unacceptable #/4 Notify Owner /
A'4 #3fI3hi
. < /r Ii , Q.C. Review Level Date Title ,,_
1-07-85 '" ' O 'a '"'l of 1
[";"" ['M i
0640W cuos. sin 4 inarco. Inc.
AttdOn. -
Page 4 of 22 l
HON}TORINC 0F TENDON FORCE - PROCEDURE SQ 9.0 Inryco en inland Steel company DATA SHEET 9.0 - INSPECTION DOCUMENTATION
{ I- YEAR 8'T PROJECT dA22/MM SURVEILLANCE NO.
330* AR/MVTW ** fl1' W ,
NU TENDON END/ BUTTRESS NO. [/8/.O UNIT .I TENDON NO.
Sin (9.2) Concrete Temp. 7d _F Thera. No. 8 7 k Recal Dato f fV8(o
/78 M9(4/rf (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3)
(9.5.1) Ram ID 878h/ Recal Date 47a6 END Ram Area 355 57,3 K= "//8e77 q $dhi Daily Check 4/C' glK M,N(
cause ID/C iB8Fh'#7 Recal Date 4/9/4V (9.6) Shia Stack Height #1 /I 8 [ 82 /8 6 Ruler ID d o2/_ Recal Date MI' f (a gpffIhI ' '
WW MIT (oo svor acerp +'7 90 M b Vd&dPf, (9.7.2) Tendon overstress /8 W (Shall not exceed 1602 kips for a 170 wire tendon)dl ' '
9LL //53 LBL /a79 UBL /v/o (9.8.1.1) Actual Tendon Overstress Value #M 89(Force in kips or Pressure in PSI)M (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 9/80 Stack #2 - 1 Actual 1 d/380 2 //YO 2 C'/3903 2 +'320 3 'l/80 3 C9'320) 3 +'39 0 Actual Average 9840 */#88' g adf #dI.
V' Ay M AGd' AS /otMC L /F7Gcp (9.8.6.3) LIFT 0FFS gy yp,yg g y3g:jyjg , gyp _g A///8 e'#M # 23U~/ ,pd.h$df (9.8.6) Acceptable NO #'
(9.8.6.1) AALV UBL: Conditional Acceptance "/4 Noti Owner f E.S s (9.8.6.2) AALV LBL: Unacceptable [# Detension NCR No. #/4 s
/o (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED Tendon eV/4#1
"/4
- /# j fAPkPII Notify Owner "/# Tendon #2 s -
(9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack #/A #2 Stack "/A- af35dJhf
' ' //
- ( 9. 8. 8'. 5 ) CIRCLED (9.8.8.4) NEW ACTUAL LIFTOFF VALUE Stack #1 - 1 N/A Stack #2 - 1 N/A Actual 1 #/#
2 N/A 2 h/'4 2 W/A 3 "+/' 4 3 h/4 3 **/' 4 Actual Average ,+'/4 JLrldf
- i 1
(9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept N/A Unacceptable #/A (9.8.10.3) #2 Accept A/# Unacceptable "*/'# Notify Owner d !4 4 96f 7
' / //
, Q.C. Review Level Date Title
'"'"" '* 1 o f 1
[',';" 1-07-85 7,'j ' Q [
0640N C5m s/44 lan(0. inc .
. Attach. 2 Page 5 of 22 MONJTORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION en inland Steel company
{
PROJECT C4M4MAF' SURVEILLANCE NO. I YEAR PS*
! *g*
l TENDON NO. F8[ TENDON IND/ BUTTRESS NO. .S W PO*'AVAes7 UN GIT I (9.2) Concrete Temp. 78 I' Therm. No. S I 6 2 Recal Date Y/2ft/96 Sin (9.4) count of Effective Wires (From DS 8.0 - 8.3.7.3) / 78 9 8 (9.5.1) Ram ID Sl5 ' Recal Dats i48 ENERam Area SSES$3 K= ~/A sal MSN 1 Cause ID N #ffA8'3. Recal Date 8AN-7 Daily Check Ot< g l (9.6) Shim Stack Height #1 /A/8 82 /8/8 Ruler ID 82/ Recal Date Y/ff/f'6 M df Do N07' fxcggD 9900 Md Vn100N Ms0 (9.7.2) Tendon Overstress //f8 (Shall not(exceed 1602 kips for a 170 wire tendon) Mf3N.
9LL //PA L8L /3A7 UBL /Y69 "
(9.8.1.1) Actual Tendon Overstress Value f'3dO(Force in kips or Pressure in PSI)dfMF '
i r i I (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED l Stack #1 - 1 /A80 Stack #2 - 1 6 2 90) Actual 1 FRFC 2 */G80 2 @ 2. t G ) 2 9290 3 F R 80 3&A&O) 3 FA FC
( AVotAGE~ AS FOUND UF 7"ofoC Actual Average f'49t2 * /#J8/ '
M2N I a-(9.8.6.3) LIFTOFFS ### W### NI # /NNSN l (9.8.6) Acceptable J'ES #fdPM l (9.8.6.1) AALV UBL: Conditional Acceptance M Notify Owner M M I (9.8.6.2) AALV LBL: Unacceptable % Detension "/4 NCR No. y/A-(9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED #/* Tendon el w/9-Notify Owner 4'/A Tendon #2 w/4- , I5' 49.8.8.3) RESET SHIM STACK .lEICHT: #1 Stack Asd- #2 Stack #I 4 (9.8.8.4) NEW ACTUAL LIFTOFF VALUE #4 ( 9. 8. 8'. 5 ) CIRCLED Stack #1 - 1 #/#- Stack #2 - 1 # Actual 1
- M 2 +'k 2 #/4 2 W/#
3 s/#
3 A/A- 3 *WA
' Actual Average A#f 4 (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept N/A Unacceptable w/*
(9.8.10.3) #2 Accept d'/A- Unacceptable N,/# Notify N or # ,
M i i r Q.C. Review Level Date Title 1-07-85 anisio pget og 1
'oNlf'" l;'Q',
0640N c5204 8/84 Ianeco. anc.
Attach. 2
. Page 6 of 22 MONJTURING OF TENDON FORCZ - PROCEDURE SQ 9.0 Inryco I DATA 8HEET 9.0 - INSPECTION DOCUMENTATION an tnland Steel company
]-
PROJECT dNM/vM/ SURVEILLANCE NO. I Y".AR N I/FW TENDON NO. //Af TENDON END/ BUTTRESS NO. UNIT M E O 2f>*Arsm'fb' **I-(9.2) Concrete Temp. MF Therm. No. M"8 2 Recal Date ZY!8'6 Sia f (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /70 , W4Id'j (9.5.1) Ram ID N/3 Recal Date e7b8 6F8 Ram Area 337 FMIo K= "//./7Y JV)kh$'"
i - Gauge ID/Ol#M)'# 7 Recal Date #A/4 V Daily Check o/C ,
pl5'f4p i
(9.6) Shim Stack Height #1 80,/0 #2 8 0,/O Ruler ID R2/ Recal Date N Y a l Yl ION ~N W M Mor CCEED 9790/se' * '
(9.7.2) Tendon Overstress /8f8 (Shall not exceed 1602 kips for a 170 wire tendon)4 M '
9LL //f8 LBL /3R7 UBL /M P fdh5 1
(9.8.1.1) Actual Tendon Overstress Value 9'ff C(Force in kips or Pressure in PSI)g/ /
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 9920 Stack #2 - 1 Actual 1 99M0
[ 2 Y B 8'o 2 CV390) 2 Y390 3 'f400 3 C9900) 3 4900 Actual Aveease 6/F#.3 r/97[ $5I.hI
( pyggAGde AS FOuMO 4 JF 7Ma~ NW ' '
(9.8.6.3) LIFTOFFS ppg 7ggg yg ,, fppygg l
l (9.8.6) Acceptable )'d~S n gu,W MS/#If (9.8.6.1) AALV UBL: Conditional Acceptance M Notify Owner w/4 ,
$hW (9.8.6.2) AALV LBL: Unacceptable *+f47 Detension "/A NCR No. A/'s ,$f/tfK
< u o (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED' "M Tendon #1 . ge//
",/4 Notify owner Tendon #2 2/.4 df,/74,/p]
-(9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack #M
- 2 Stack #4-II.M a g (9.8.8.4) NEW ACTUAL LIFTOFF VALUE fM (9.8.8.5) CIRCLED Stack #1 - 1 #M Stack #2 - 1 e/'A Actual 1 #/4 2 dYA 2 5Y4 2 */'4 3 */'A 3 #/4 3 "/A Actual Average '#l'e Midf/rf g g (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #M Unacceptable wM df/db (9.8.10.3) 82 Accept l/'A Unacceptable d/' # Notify owner #M
< r i
! , Q.C. Review Level Date Title
, l-07-85 7,"'1 1 ""i"* '1 of 1 0640W cstc4.utne innto. Inc.
i Attach. 2
. Page 7 of 22
, MONJTORING OF TENDON FORCE - PROCEDURE SQ 9.0 l en inland Steel company
{ DATA SHEET 9.0 - INSPECTION DOCUMENTATION PROJECT C#//lFJ/ SURVEILLANCE NO. I YEAR U 70 ' Az/Arv7// '
TENDON NO. F7Y TENDON END/ BUTTRESS NO. 88dP 88thhMIT I (9.2) Concrete Temp. MF Therm. No. S E S Q Recal Date F/29/e G Sia (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /df NN (9.5.1) Ram ID 875'4 Reest Date .28 END Ram Area 335". 863 K= "//.8E7 pff CK
. Gauge IDf4WNfM/ Recal Date DA/LY Daily Check $s/ss, (9.6) Shim Stack Height #1 /[80 #2 /f.80 Ruler ID 8 M / Recal Date 9/TF I 4 6fM NNM IMY (se por r?reffb 97t0 M d (9.7.2) Tendon Overstress /J90 (Shall not exceed 1602 kips for a 170 wire tendon)$5h 9LL //fo7 LBL /#77 UBL /902 ' '
(9.8.1.1) Actual Tendon Overstress Value M S O (Force in kips or Pressure in PSI)
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 F8 @ Stack #2 - 1 Actual 1 9890 2 Vil90 2 C93403 2 2 90 3 Vbl90 3 (93403 3 4390
, Actual Average 9390 * /#-9.f 45 l ( ws.s 1 (9.8.6.3) LIFTOFFS A #W dI N#D 4 /M#
FOR- 73?"NOcW V7Y w /Vf/ wp3 (9.8.6) Acceptable NO # #
a d5/2F l
(9.8.6.1) AALV UBL: Conditional Acceptance N/4 Notify Owner >'ES 38shEIM (9.8.6.2) AALV LBL: Unacceptable "A Detension f /4 NCE No. 7* / $f/ fem ,
(9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED ~"/A '
Tendon #1 "M Notify Owner */4 Tendon #2 #4
, JMrs,I'C
- /4 #M d
-( 9. 8. 8. 3 ) RESET SHIM STACK HEIGHT: #1 Stack "
- 2 Stack
< i W
- N (9.8.8.4) NEW ACTUAL LIFTCFF VALUE (9.8.8.5) CIRCLED l Stack #1 - 1 #/4 Stack #2 - 1 #M Actual 1 #/' 4 2 kh 2 "/A 2 U/A 3 "/A- 3 "A4- 3 #/A Actual Average #/4 I
httk I i (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #/4 Unacceptable #/A ,
(9.8.10.3) #2 Accept N/4 Unacceptable J/'t Notify Owner #/4 IB l 4 Q.C. Review Level Date Title
@"" 1-07-85 7,"'y' aninen ng.1 og 1 0640N cuo4.sfa4 inasco. anc.
s
Attach. 2 Page 8 of 22 h0NJTORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION an inland Steel company PROJECT ds9dW// SURVEILLANCE NO. I-- YEAR 6 270 'AZMFe!N TENDON NO. Mk TENDON END/ BUTTRESS NO. 8 840 88 D'M UNIT A (9.2) Concrete Temp. 7Y F Therm. No. b k Recal Date YZF/86 Sin f (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) M8 M,fd5IS' (9.5.1) Ram'ID BF/3 escal Date .73S ewd Ram Area 88M26 K= ~8a /(( $5dSb' Gauge ID M%CV/ M 7 Recal Date MA/47 Daily Check ok p ssMf
. j
(/ /
(9.6) Shim Stack Height #1 8,5 0 #2 /880 Ruler ID AM/ Recal Date' f/If[86 ' '/
WO Mi We#7 fo, ,,,. ge,,, y,gn p,g (9.7.2) Tendon Overstress /8f6(Shall not exceed 1602 kips for a 170 wire tendon)a@lfd7I$'
9LL //82 LBL /o777 UBL / 9C M. *
(9.8.1.1) Actual Tendon Overstress Value Y Y88 (Force in kips or Pressure in PSI)t% If' (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 N860 Stack #2 - 1 _ Actual 1 98 5'O 2 9990 2 CV35% 2 </3S~0 3 %280 3 W250) 3 't'3ro Actual Average 9350 857pg 484h[
//
AVdiWAGf AS fouAb Ls Moff (9.8.6.3) LIFT 0FFS m yymy yyy ,jyyj xyps g ggg g (9.8.6) Acceptable NO # #
- MSM F (9.8.6.1) AALV UBL: Conditional Acceptance */4 Notify Owner )'ES (9.8.6.2) AALV LBL: Unacceptable s/4 Det'ension d4 NCR No. w/4 5 i' (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED '#M Tendon #1 N/4 '
Notify owner #/4 Tendon #2 4/+ '
19.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack NM #2 Stack + 4
~
(9.8.8.4) NEW ACTUAL LIFTOFF VALUE #3
/
(9.8.8.5) CIRCLED l
Stack #1 - 1 NM Stack #2 - 1 NM Actual 1 //f 2 Mk 2 i/A4 2 N/A 3 Mk 3 N/F 3 W/4 Actual Average i f (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept "M Unacceptable #M (9.8.10.3) #2 Accept "M Unacceptable #/h Notify owner #I4 <
MM
- i i
, Q.C. Review Level Date Title l 1
'*S'1 of 1 o tj'."" 1-07-85 ["1"',
8"' $ ": [
0640N cs204.s/na inerto. Inc .
Attach. 2
. Page 9 of 22 MON}TORING OF TENDCN FORCE - PROCEDURE SQ 9.0 Inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION en iniand Steel company PROJECT [M//MMA/ SURVEILLANCE NO. I YEAR E TENDON NO. M8 TENDON END/ BUTTRESS NO. 8//Op/gv/T M UNIT I (9.2) Concrete Temp. Sc1 F Therm. No. S I*d d Recal Date W/2.WF6 Sig f (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /70 64{d/I<
(9.5.1) Ram ID 9Mk Recal Date e7b8 /#O Ram Area 269. 885"K= "'*7. 38S f/44/If"
. Cauge ID f M W J 7 Recal Date DNLY Daily Check CVC JAA/xM (9.6) Shim Stack Height #1 //80 #2 /88'O Ruler ID 8 2/ Recal Date Z#/ h/
WWs; (Do JYor FACEED 7610 PS:)
(9.7.2) Tendon Overstress do730 (Shall not exceed 1602 kips for a 170' wire tendon) MM/k LBL /e7,Sf UBL '##
9LL ///8 /8S9 (9.8.1.1) Actual Tendon Overstress Value 7 @ _(Force in kips or Pressure in PSI) st,6MII (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCEED Stack #1 - 1 .[~/28 Stack #2 - 1 Actual 1 46w76 2 5900 2(66 403 . 2 6400 3 40JO 3 G6406) 3 4400 Actual Average d'4 0 8 C /8 N fd6dk
( NEMGf A S R OA/D L.//~7e~ f/*'
(9.8.6.3) LIFTOPFS feH!' 7E#40/V :/gfg' = /7;ff mg (9.8.6) Acceptable A/O MM# ## # M8/~[~ 496/#N (9.8.6.1) AALV UBL: Conditional Acceptance N/4 Notify Owner }'4T W/8//pf' (9.8.6.2) AALV LBL: Unacceptable #/# Det'ension M NCR No. "A8 '
gl///M i I (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED "/4 Tendon #1 #/4 Notify Owner #/4 Tendon #2 y/4 f4dIia 19.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack M' #2 Stack #M /MsII
'//
(9.8.8.4) NEW ACTUAL LIFTOFF VALUE N/4 (9.8.8".5) CIRCLED Stack #1 - 1 #/# Stack #2 - 1 #M Actual 1 #/A 2 .0A'4 2 iA' 2 le6 3 #/4 3 .+4' 3 V4
' Actual Average '#4 '
da4/// if' '
"'/ l (9.8.10) ADJACENT TENDON LIFTOFF 1 (9.8.10.3) #1 Accept #/4 Unar,ceptable #M (9.8.10.3) #2 Accept M/+
Unacceptable #/4 Notify Owner #4
/
Mi[#
i i !
I l
'i Q.C. Review Level Date l l
Title l l
[" 1-07-85 7," ' *,"' ""'"*":[ S'1 of 1 0640N cuos.e/a4 inaeco. Inc.
Attach. 2 Page 10 of 22 MONJTORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION an Inland Steel company { PROJE.CT C Al l A WAY SURVEILLANCE NO. 7 YEAR 85~ TENDON NO. IO6 TENDON END/ BUTTRESS NO. f/EZO / C. UNIT J Q.C. (9.2) Concrete Temp. 6 0* F Therm. No. SM (,2 Recal Date 4/24/85' Signoff (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /70 b(/./83 (9.5.1) Ram ID CM/,3 Recal Date de8 END Ram Area 2 / /.l,8 ~1 K= /D. 2f/ en4/tr Cauge IDfatwv "/ Recal Date Ass t.y Daily Check OE c sdrAs (9.6) Shim Stack Height #1 /'2.70 #2 s 2. io Ruler ID R 2i Recal Date 4/ad/sc. ogs/sr TAAT (9.7.2) Tendon Overstress 7(eIO pg.s.cDo xor ExcsshfG200 psi (Shall not exceed 1602 CF cd/trkips
~
9LL / //O " LB L 1 2 3 d"
- UBL i 3 C,9 "
(9.8.1.1) Actual Tendon Overstress Value $700 (Force in kips or Pressure in g ) c7 (.Adr (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 O O O Stack #2 - I b Actual 1 /o48 0 2 fo480 2 C44003 2 (n48o 3 6480 3 C64803 3 64Bo Actual Average 64&o ad6/rs N dwg46f 43 fotwD uffen= l3 &I *"" (9.8.6.3) LIFTOFFS gg ff,qpojV g g ,f,g'7jpg AfffAl NC4il* #o2..BO9~ YdinR6) (9.8.6) Acceptable M N8 4f g,/ag
~
(//./tr (9.8.6.1) AALV UBL: Conditional Acceptance _q/A_ Notify Owner & YESgpj/g a uder (9.8.6.2) AALV LBL: Unacceptable AIA Detension AJlA NCR No. N/4 c4th./a (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED A//4 Tendon #1 N/A l Notify Owner M/4 Tendon #2 N/4 efuder l 1 (9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack N/4 #2 Stack #/4 c76k/tr l (9.8.8.4) NEW ACTUAL LIFTOFF VALUE A//4 (9.8.8.5) CIRCLED Stack #1 - 1 M/A Stack #2 - 1 N/A Actual i N/4 2 N/A 2 w/4 2 #/4 i 3 N/A 3 n/a 3 N/4 l Actual Average N/4 d> ld/tr (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept A//4 UnacceptableN[A (9.8.10.3) #2 Accept M/4 Unacceptable 4/4 Notify Owner Al/A 3 (d/fr l l ( , Q.C. Review M1I Level 7 Da t>a 6/24
//
M' l i Title M MM&M
) 7,"g of1 o'
'Uief'" l-07-85
'"'a : A '1 C640N C5204-8/a4 inarco su.
. Attach.2 hw !! of 72 MON}TORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco en inland Stoet company DATA 8HEET 9.0 - INSPECTION DOCUMENTATION SURVEILLANCE NO. 2 YEAR 8 f* PROJECT C ALLW AY ' TENDON NO. 7- C O TENDON END/ BUTTRESS NO. S #oUNIT 8 ! 8l Q.C. Recal Date AhMM Slanoff (9.2) Concrete Temp. 76' F Therm. No.ST-b 3
/69 es(A ,/e- !
(9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) I Ram Area 209.5.9S K= - 2. 3f6 04, alt j (9.5.1) Ram ID 9364 Recal Date Joe EMD ' Daily Check cK 49 (.h
. Gauge ID/neun */ Recal Date De,4 9
#2 14.L ** Ruler ID R81 real Date 4/rejPG :a (.464, (9.6) Shim Stack Hei5ht #1 Ad. 5 "
~fS N. int i Do Me7 EWCf60 74/O M2 !
(9.7.2) Tendon overstress /,2So F(Shall not exceed 1602 kips for a 170 wire tendon) M4 9LL /11 2 " LBL 12 FG " UBL 13 3 G"
"( rocce in kips or Pressure in PSI) CJ C/,eg&>
(9.8.1.1) Actual Tendon Overstress Value d800 (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 Stack #2 - 1.553o Actual 1 (.42a 2 GAZ D 2 M80 2 Cd1a 3 Q 4 2 0) 3 SGzo 3 642a Actual Average d42o:f 8/d/r ( AV47 AGE A S F ouA/D t iF 7bFF /$V3k/PS (9.8.6.3) LIFTOPPS ftW ~7EiYbcM ycg /QQp (9.8.6) Acceptable /88 MM (9.8.6.1) AALV UBL: Conditional Acceptance #/4 Notify Owner
#M MW/M (9.8.6.2) AALV LBL: Unacceptable #/4 ,
Datension ,Y# NCR No. */4
$lt,///,Y Tendon #1 A (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED #M $fMdM Notify Owner #/4 '
Tendon #2 "/4 f-
-( 9 . 8 . 8 . 3 ) RESET SHIM STACK HEIGHT: #1 Stack w/d
#2 Stack #/4
' //
(9.8.8.4) NEW ACTUAL LII' TOFF VALUE NN' (9.8.8".5) CIRCLED Stack #1 - 1 #/A Stack #2 - 1 Actual 1 N/A 2 "/A 2 #/A 2 3 "/# 3 N/A 3 W/4
' Actual Average */# 4M i //
(9.8.10) ADJACENT TENDON LIFTOFF A Unacceptable #/A (9.8.10.3) #1 Accept (9.8.10.3) #2 Accept N/A Unacceptable E/4 Notify Owner #!# 'I
/
' /
Q.C. Review M1 A Level A Date dIf M Title 48 /#Ed'N
S'1 of 1 oN'e'"" 1-07-85 \}} l',Q'y [ "" '"'": [
0640g cuos.s/ tie laarco, f ac.
. Attach. 2 Page 12 of 22 ~
W TORING OF TENDON FORCE - PROCEDURE SQ 9.0 inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION an inland Steel company { PROJECT O#44//g/47 SURVEILLANCE NO. I YRAR SS TENDON NO. f6B TENDON END/ BUTTRESS NO. hE/-B #t/N/~ b'TINIT I
/ Q.C.
(9.2) Concrete Temp. 86 F Therm. No. 8N4o7 Recal Date M2F/74 Slanoff (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /8f N 4/74s (9.5.1) Ram ID ffd3 Recal Date 62hf (40 Ram Area 2//. 8 87 K= -/#,2.f/ r3 t./45 / Cauge ID /26W/#7 Recal Date 44/47 Daily Check ok es2//M (9.6) Shim Stack Height #1 /J.70 #2 /380 Ruler ID /J2/ Recal Date M2FMr. e24/MT co No7' sycEgo 7f7Cfd (9.7.2) Tendon Overstress 'nMdf 4/8 (Shall not exceed 1602 kips for a 170 wire tendon) e44 /731 9LL ///2 LBL /434 UBL /386 (9.8.1.1) Actual Tendon Overstress Value 835D(Force in kips or Pressure in PSI) C3 /W
~
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 d400 Stack #2 - 1 6 R E C) Actur.1 1 824C 2 6220 2 G 2 Do3 2 4a220 3 4GJO 3 (4 20 03 3 48#6 Actual Average 6286 = nthM ' l AVEJAGE~ A3 /~CLWD 1/fr#F /304 AvP_s (9.8.6.3) LIFTOFFS e pos s ~7~EA/DcA) fc.B :ffpfisspyy ,,y (9.8.6) Acceptable VE.S f4Nis (9.8.6.1) AALV UBL: Conditional Acceptance #/# Notify Owner #M' < $s34/sM (9.8.6.2) AALV LBL: Unacceptable #/4 Det'ension p NCR No. #// (As/i/tf (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED 4 Tendon #1 #/4 Notify Owner #// Tendon #2 #// M4/ ia (9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack #/# #2 Stack # Ml,d
/ .
/ ~ //
(9.8.8.4) NEW ACTUAL LIFTOFF VALUE 4 (9.8.8.5) CIRCLED Stack #1 - 1 #/4 Stack #2 - 1 #/A Actual 1 4 2 A/'4 2_ d'/A 2 //A 3 #/4 3 E/"M 3 WA
' Actual Average 'a//4 Eshk
//
(9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept # Unacceptable #M . (9.8.10.3) #2 Accept "/# Unacceptable d/'/ Notify Owner ~I 'J)4!//
' s' //
i Q.C. Review Level 8 Date 8I~ Title S M'~ /4?fMM
'g "" 1-07-85 [Q ""'"*" S'1 of 1 0640N CM04-8/s4 narco. anc.
Attaen. . Page 13 of 22 MON p RING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco en inland Steel company DATA SHEET 9.0 - INSPECTION DOCUMENTATION SURVEILLANCE NO. 1 YRAR 8 3~ PE0 JECT CA LL A W d Y h k C- TENDON END/ BUTTRESS NO. IMo/* M UNIT 1 TENDON NO. (9.2) Concrete Temp. 76* F Therm. No. ST-let Recal Date ZV 4 Sig f (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) 170 cP(,/g e (9.5.1) Ram ID 9 3 64 Recal Date des eMD Ram Area 209.6~3f K= - 2.Sfl. $ 4/u/3
- Gauge ID % r% "I Reca1 Date D ert.s4 Daily Check ek (fi/yM
' 0H/hlp7 (9.6) Shin Stack Height #1 /6Q #2 1 s.f Ruler ID R Zi RecalDate4/N8L. M e/[
"TM.s v7 fo Z io (9.7.2) Tendon Overstress (Shall not exceed 1602 kips for a 170 wire tendon) c# /.14, 9LL / I i 0" LBL / 2 3 6"" UBL / 3 (, f ^ (De n or dic.swo 765e es Q (9.8.1.1) Actual Tendon Overstress Value N oo "fForce in kips or Pressure in PSI)M4/u/P (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 Sfoo Stack #2 - Actual 1 d4AO 2 (oooo 2Dio3 2 (n4So 3 4e# 3 @4o ) 3 GMo .
Actual Average 6 4 S'7 3 4WI j AVfA;4Gf AS FCUND OSM (9.8.6.3) LIFT 0FFS ggg gg ggy d5 (f/E F-(9.8.6) Acceptable NES ** 9 #/ z.+ M
. NztAf~
Notify owner p/> /M W (9.8.6.1) AALV UBL: Conditional Acceptance (9.8.6.2) AALV LBL: Unacceptable #/# Detension NCR No.'a #/# g[V;3/t,#frI 7 (9.8.7.1) ADJACENT TENDON LIFTOFF REQU ED' # Tendon #1 #/d_ Notify Owner Tendon #2 '#/# J I' ( 9 . 8. 8 . 3') RESET SHIM STACK HEIGHT: #1 Stack y/4 82 Stack / f4 gff (9.8.8.4) NEW ACTUAL LIFTOFF VALUE # (9.8.8.5) CIRCLED Stack #1 - 1 #/4 Stack #2 - 1 #[4 Actual 1 #/4 2 2/4 2 N/A 2 "/A 3 N/A 3 N/4- 3 ^/' #
' ' Actual Average #/4-
/
-45/e/2f I t I
;d9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #/4 Unacceptable #[# '
(9.8.10.3) #2 Accept #/# Unacceptable f/# Notify Owner # f i Q.C. Review Level E Date GN6MC Titie 4.4 M S/Ec/2pt 1-07-85 ""*a '"'1 of 1 L'l""" l,
$ g A 0640W cstos.s/s4 imco. inc.
Attacn. 2 Page 14 of 22 MONJTORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION an inland Steel company (. PROJECT OAMN4/ SURVEILLANCE NO. I YEAR Y TENDON NO. NMO TENDON END/ BUTTRESS NO. //R 8 /UNIT MO Q.C (9.2) Concrete Temp. 80 F Therm. No. SI-SM Recal Date MZ9/ff6 Slanoff (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) MO $4g/.45 (9.5.1) Ram ID 9383_ Recal Date (Id8 EX/O Ram Area e7//. 68 7 K= */d. Rf/ l/4/o/rf' Cause ID E0fNE/$7 Recal Date 04/4 / Daily Check C/< ddd/MM (9.6) Shim Stack Height #1/8*86 #2 /8.80 Ruler ID A d/ Recal Date $dfIE 8/oh Qo Aby- FXCffD 76/0/20 l ps, (9.7.2) Tendon Overstress 6 280(Shall not exceed 1602 kips for a 170 wire tendon) PA6b 9LL ///O LBL /.73f UBL /369 # ' (9.8.1.1) Actual Tendon Overstress Value [ [8C(Force in kips or Pressure in PSI) $8 7, (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 4606 Stack #2 - 1 Actual 1 4 8426 2 60c2O 2 (4320J 2 ASJ20 3 SHO 3 OswuC) 3 63&20 Actual Average d_F2C # @ k ( (9.8.6.3) LTFT0FFS AVfAAGf j.jpfppy fpg 4$ foUND yffp0/V fAc a/g39, $~yyyg g
/342 8-K'PJ
~
(9.8.6) Acceptable f'E3 (9.8.6.1) AALV UBL: Conditional Acceptance Notify Owner M4 fv6d'6f ,, (9.8.6.2) AALV LBL: Unacceptable .M# Detension "/# NCR No. <V/# 4/Ekfj f'/ / (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED' #/#- Tendon #1 #M Notify Owner #/4 Tendon #2 iv/# M,, (9.8.8.3) RESET SHIM STACK HEICHT: #1 Stack +' #2 Stack "/#
$' / / '4d (9.8.8.4) NEW ACTUAL LIFTOFF VALUE #M- ( 9. 8. 8'. 5 ) CIRCLED Stack #1 - 1 #/4 Stack #2 - 1 . + 'M t.ctual 1 #/#
2 A'/4 2 N/A 2 N/# 3 W/# 3 N/# 3 N/A '
' Actual Average ~ // j Pf
'//'
M (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept # Unacceptable # ,- (9.8.10.3) #2 Accept #/# Unacceptable A/'# Notify Owner # /4 [/ ; ;4h -
, i /
1 Q.C. Review Level Date Title [y" 1-07-85 y,"[ '"'"[ " 1 o f 1 0640N C5204 e/no innco. lac.
Attach. 2 Page 15 of 22 MOyETORING OF TENDON FORCE - PROCEDURE SQ 9.0 InryCO an tniand Steel company (~ DATA SHEET 9.0 - INSPECTION DOCUMENTATION PROJECT CM2dMM4/ SURVEILLANCP .40 . I YEAR 8 6 TENDON NO. IM#f TENDON END/DUTTIESS NO.840 M h UNIT .I-(9.2) Concrete Temp. [d F Therm. No. M S 3 Recal Date (/2-18/8f,' sia f l (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /78 (9.5.1) Ram ID /SN Recal Date 7b5 END Ram Area 2cP,53fK- -4354 ydMr ' Cauge ID /d~ # 4 7'A/ Recal Date D4lt-Y ~ Daily Check OM a sf/A
/'
(9.6) Shim Stack Height #1 /f450 82 /f450 Ruler ID ER/ Recal Date y/Ly/ft j
} 7M6ff- (Do hot &;XCEED 745DysD "
(9.7.2) Tendon Overstress (Shall not exceed 1602 kips for a 170 wire tendon), 9LL ///O LBL /235~ UBL /84 9 (9.8.1.1) Actual Tendon Overstress Value S 9'O O(Force in kips or Pressure in PSI)As l (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 SMO Stack #2 - 1 Actual 1 ( 4-FO 2 6 +8'O 2 GV4FO) 2 G970 3 (eVfo 3 G **tra) 3 4 4-to l Actual Average IMO 8 /SSS" at 4//Flfl l f ,#16~AAIGd~ AS fouA/D ArtPS '"i' 1 ( 9 . 8 . 6'. 3 ) LIFTOFFS //8DY~~~ M 78~ MOM 2SM /837 N/#S' f (9.8.6) Acceptable )'ES a!w/M'l (9.8.6.1) AALV UBL: Conditional Acceptance d/'A Notify Owner <*f/4 J3dhfM I (9.8.6.2) AALV LBL: Unacceptable A /' # Det'ension Af# NCR No. "/# , I (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIJtED Tendon #/4 81 N/.4
- Notify Owner #f4 Tendon #2 O/# ,
1 (9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack #/4 #2 Stack N/4 , (9.8.8.4) NEW ACTUAL LIFTOFF VALUE **/' # (9.8.8.5) CIRCLED Stack #1 - 1 d//# Stack #2 - 1 #M Actual 1 #/4 !' 4//4
~
2 I+/'A 2 N)f 2 3 */* 4 3 4/' # 3 N]4- " Actual Average ~,#/A e (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #/4 Unacceptable N/4 (9.8.10.3) #2 Accept f/,f' Unacceptable d/'A- Notify Owner d' # y I I Q.C. Review Level Date Title oty"[ 1-07-85 Q' "" i $ ' * 'l of 1 06403 cs204-e/no inuco. I m
Attach. 2 Paze 16 of 22 W TORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION an inland Steel company { PROJECT U/ MMA/ SURVEILLANCE NO. d- YEAR 85*
~
TENDON NO. S0M TENDON END/ BUTTRESS NO.#N2d / v7T'C UNIT d-(9.2) Concrete Temp. 89 F Therm. No. 8 N d Recal Date d//2.8//86 Sia f (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /76 W[yg (9.5.1) Ram ID /843 Recal Date DE E.Wh Ram Area 2 //.6 87 E= -/O.28/ W4/Mk Cauge ID/afNHic7 Recal Date DA/LY Daily Check ok pfW/W (9.6) Shim Stack Height #1 /Nf6 #2 /#,70 Ruler ID Aa7/ Recal Date MZ8//K gMf[ft prl 7mgecy- ho N 0 7 4 21C f G D 76/0/ slj (9.7.2) Tendon overstress 4 266 (Shall not exceed 1602 kips for a 170 wire tendon) #Akkf[ 9LL ///O LBL /a?3f UBL /849 (9.8.1.1) Actual Tendon Overstress Value S S M Force in kips or Pressure in PSI) WMf/[r[
! /
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 6660 Stack #2 - 1 Actual 1 6300 2 5760 2 (G3co) 2 & 500 3 5900 3 (6300) ~ 3 6300
'Actua1 Average 6300 */323 ds/W91
( kFS '/
/4}/EAAF6E" An$ /% UA/D L /F7bFf (9.8.6.3) LIFT 0FFS A4 7FA/OOA/ 2dM * /839N/A!/*
" '/'
(9.8.6) Acceptable V88 A ' MW ' (9.8.6.1) AALV UBL: Conditional Acceptance "M - Notify Owner #I4- ' (9.8.6.2) AALV LBL: Unacceptable .+1/P dfdS- / Det'ension f/4 NCR No. (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED '#M Tendon #1 NI Notify Owner A//# Tendon #2 Jh eBM I I (9.8.8.3) RESET SHIM STACK HEICHT: 81 Stack #2 Stack */# d I (9.8.8.4) NEW ACTUAL LIFTOFF VALUE #/4 (9.8.8.5) CIRCLED Stack #1 - 1 "/4 Stack #2 - 1 N/A Actual 1 4//# 2 AVA 2 h/A 2 N/A 3 +/4 3 +M 3 #/4 ,
' Actual Average #/4 t (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept A Unacceptable #/4 (9.8.10.')3 #2 Accept T4- Unacceptable "X4 Notify Owner # d Q.C. Review Level _
Date Title Nty "' 1-07-85 @l' y
""'$i" ' l o f 1 l 0640N Cm8 8* Inarco. Iw.
.c 2 . . . _
Page 17 of 22 MON}TORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco DATA 8HEET 9.0 - INSPECTION DOCUMENTATION en tniand Steel company PROJECT @//s#4/s4 V SURVEILLANCE NO. I- YRAR 75 TRNDON NO. 8 8/Y TENDON END/ BUTTRESS NO. 888 BUT7 hMIT I Q.C. (9.2) Concrete Temp. [8 F Therm. No.87-6 2- Recal Date f/2.9/&fo Signoff (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /70 WMM, (9.5.1) Ram ID k863 Recal Date 47#8 E/94 Ram Area 2// 6 87 K= ~ /O. 2 6/ # did$~
. Gauge ID /~04/V#/ Recal Date A#RV Daily Check ok #fg/epJ r (9.6) Shim Stack Height 81 /NOf #2 /M/C Ruler ID 8 52/ Recal Date f/2f/8E g/./zS[ts
fr; W4ET 00 NOT EXCEED 76 /0 P.50 ' (9.7.2) TendonOverstress8288(Shallnot(exceed 1602kipsfora170wiretendon)f~fMndt 9LL //M 7 LBL /J5c2. UBL /.FF5 (9.8.1.1) Actual Tendon Overstress Value 6800 (Force in kips or Pressure in PSI)gGS6d/fd$~
~f /
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 FSC6 Stack #2 - 1 b Actual 1 (o6CO 2 4490 2 (6400) 2 6600 3 '/5WO 3 (6600) 3 66oo M 1 Aveeage 6600 ~/38TrinMbt/IS~
,9 P E A 48'4" 4 S sc~euN'D / /
z (9.8.6.3) LTFTOFFS f./se *7p/.c,6 s'39 4 76~AfDCsV $~8t9. /.IGkspy-(9.8.6) Acceptable Fd~S
** 'Ias/tr eg$ f[ d '
(9.8.6.1) AALV UBL: Conditional Acceptance M Notify Owner #/A #ddt46 ; (9.8.6.2) AALV LBL: Unacceptable #M Detension N,dd_ NCR No. Y#- 4 01(//z r i Ml j (9.8. 7.1) ADJACENT TENDON LIFTOFF REQUIRED'+/If Tendon 81 MA l Notify Owner df/4 Tendon #2 fM-
~
/$
(9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack #2 Stack <+/#4 , f' (9.8.8.4) NEW ACTUAL LIFTOFF VALUE M.4 ( 9. 8. 8'. 5 ) CIRCLED J Stack #1 - 1 #/4 Stack #2 - 1 #If Actual 1 M,4 2 N/' AF , 2 N/A 2 **Y4 3 "/A 3 NA9 3 W/4 '
' Actual Average #/4 4 (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #/A Unacceptable N/d (9.8.10.3) #2 Accept Unacceptable (/#' Notify Owner I f/A J
, Q.C. Review Level Date Title [lf 1-07-85 ["'Q ,
""" '*"I of 1 06403 cs204.s/84 Imco. lu.
Attach. 2 Page 16 of 22 IgoggETORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco an inland Steel company ( DATA SHEET 9.0 - INSPECTION DOCUMENTATION PROJECT C/2A MA)# SURVEILLANCE NO. .I. YEAR FS-TENDON NO. NM TENDON END/ BUTTRESS NO./~ / 8df.h 8 # 7 UNIT Q.C (9.2) Concrete Temp. 7Y# F Therm. No. ST-42. Rec.1 Date #2 WM Signoff (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /7C , (9.5.1) Ram ID [M Recal Date d2hF E8 0 Ram Area 20?,835" K= **2, M[a , saNNI Gauge IDfdFM/Af Recal Date dWM V Daily Check CX j l' (9.6) Shim Stack Height #1 /.3 F0 #2 /.f 80 Ruler ID /m7/ Recal Date Yd / M 4
'7Mtairf (Shallnot@ o NoT1602kipsfora170wiretendon),
exceed 4*xCfeb 16 50 Psb ' , (9.7.2) Tendon Overstress 9LL //f7 LBL /2f2 UBL /.888~ (9.8.1.1) Actual Tendon Overstress Value 5 7d$O(Force in kips or Pressure in PSI)dd6 (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 (o360 Stack #2 - 1 Actual 1 4340 2 634C 2 2 639C 3 (o3CO 3 E 3 40) 3 d!E3YC Actual Average 43 M S /8M[ $p[ I dhV~A46f A9S fe t/ND AG'!.S (9.8.6.3) LIFTOFFS 4/#73P## AA pygbcA/ fgd.:c/887 A:~/ P S (9.8.6) Acceptable FES 46dsh (9.8.6.1) AALV UBL: Conditional Accep/4 tance # 4 Notif Owner "/4 '" MI (9.8.6.2) AALV LBL: Unacceptable 4 Dei.ension NCR No. #/A J (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIJtED #4 Tendon #1 #/4 ~ y/4 Notify Owner f/4 Tendon #2 J (9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack # #2 Stack #/A y (9.8.8.4) NEW ACTUAL LIFTOFF VALUE (9.8.8.5) CIRCLED f Stack #1 - 1 #/A Stack #2 - 1 MA Actual 1 MA 2 */A 2 N/A 2 N/4 J "/A 3 A/'k 3 N/A "
' Actual Average /4 J (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #M Unacceptable N (9.8.10.3) #2 Accept A(/h Unacceptable I/A Notify Owner A!#
/ A
, a i -
i7 Q.C. Review Level Date Title 1-07-85 [,"Q "" ' u 'a ' 1 o f 1 NtI"'*. 064018 C5204-e/** la"Co. lac -
Attach. 2 Page 19 of 22
, MONJTORING OF TENDON FORCE - PROCEDURE SQ 9.0 . DATA 8HEET 9.0 - INSPECTION DOCUMENTATION en inland Steel company PROJECT CW.4/M4/ SURVEILLANCE NO. I-- YEAR PS' TENDON NO. M[84 TENDON END/ BUTTRESS NO.Jho# BOTT '8 UNIT I Q.C.
(9.2) Concrete Temp. 64 F Therm. No. 87-6 62 Recal Date F/2 p/#'t. Sianoff I (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) / 78 m/nk, (9.5.1) Ram ID 985 Y Recal Date JbB ENb Ram Area R of,53 5' K -2,356 ddaF '
. Gauge ID ftWA//Y$ 7Reca1 Date DA/LY Daily Check ok OithM ,
(9.6) Shim Stack Height #1 /$85~s2 MMC Ruler ID #4/ Recal Date MZM84 Mdnd$ 440e7 (9.7.2) Tendon Overstress SNM(r,Shall 7: not exceed 1602 kips for a 170 wire tendon).na6/nI5 ' 9LL //YS LBL J270 UBL }YC2 De A/*7~ EX W 754 C>so' (pesto ox /6 t wines) (9.8.1.1) Actual Tendon Overstress Value S S N (Force in kips or Pressure in PSI) ,4/.//N '
~t #
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED 1 Stack #1 - 1 5820 Stack #2 - 1 M Actual 1 6/9C 2 5440 2 (6 / YeD 2 C/ '/-0 3 56 PC 3 M / 90) 3 4/#4
'Act.ual Average 4 / V D . /0 8'f tilb7 $'
( AVffAff AS' F00AO 4/p7bp,P ^~/M (9.8.6.3) LIFT 0FFS fiig< 7 Eis/p p A/' ffy :- /3/2,fx/PJ p,,3 s,szyjgy (9.8.6) Acceptable 78.8 fV s f (9.8.6.1) AALV UBL: Conditional Acceptance "/d Notify Owner ."M #4ds#f (9.8.6.2) AALV LBL: Unacceptable #/4 Detfension d NCR No. #4 <. g4/1W l
//
(9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED '# M Tendon #1 #/# Notify Owner #/# Tendon #2 '+ 4' Af MI '
-( 9. 8. 8 . 3 ) RESET SHIM STACK HEIGHT: #1 Stack #/# #2 Stack 4//4 '
4/
/
~
'/ if / ,
(9.8.8.4) NEW ACTUAL LIFTOFF VALUE # (9.8.8.5) CIRCLED 1 Stack #1 - 1 #/# Stack #2 - 1 #/4 Actual 1 d/'# ) 2 A'/4 2 A'/4 2 W/A 3 #/4 3 A'/4 3 kl4 \
' Actual Average #,/# M
,/ )
c 7i (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept .*/'4 Unacceptable #I4 (9.8.10.3) #2 Accept M/4 Unacceptable M/# Notify Owner #)h a
< ii Q.C. Review Level Date Title oty"" 1-07-85 [Q"[ ""'"'":[ S'1 of 1 0640N CMC 8-8/s4 inarco. su . l
Attaen. . Page 20 of 22 MON}TORING OF TENDON FORCE - PROCEDURE SQ 9.0 i Inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION an Inland Steel company (- PROJECT O4LLAWAY SURVEILLANCE NO. 7 YEAR A s' TENDON NO. 4604 TENDON END/ BUTTRESS NO. Mno A UNIT 7 Q.C. (9.2) Concrete Temp. ~/6 k F Therm. No.ST l-7.- Recal Date *//= l/r(. Sianoff (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) / l,8 c7u,/o. (9.5.1) Ram ID 936d Recal Date Jo6 F40 Ram Area 209.636 K= - 2 5Sle eg/44e Cause In Fedus3 */ Recal Date D,4 a. v Daily Check o sc a cL/,, (9.6) Shim Stack Height 81 H1.4 ' 82 14.4 Ruler ID R 1 Recal Date MtV/tt : Lk/s, 4,39o v.su.1*nsc (9.7.2) Tendon Overstress (Shall not exceed 1602 kips for a 170 wire tendon) cNA.4 9 LL 11 % " LBL # 2 f o" UBL /do2" Do Mor E'*CF(D 7m bi (,,8 ,ec c e o u alw.sas) (9.8.1.1) Actual Tendon Overstress Value /,(,ou #(Force in kips or Pressure in PSI) en M (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 (o4z o Stack #2 - 1 [ M Actuel 1 (,42o 2 /:ron 26 2 /.4oo 3 Adio 3 /o 3 44/o ctual Average 44/o ~ CS C/t* irs - ( )V4E~ /9Cf* A.S E0WO /-/FTcF/= /ff4/xy"s (9.8.6.3) LIFTOWFS Fi?A 7EA/DC/V Wdi% =-/E/2.S~M/PJ M Y2W Mff (9.8.6) Acceptable 78.3 Afdd ' (9.8.6.1) AALV UBL: Conditional Acceptance d' Notify Owner MMW (9.8.6.2) AALV LBL: Unacceptable / Det'ension ## NCR No.' #M fA- 3 81li A/2Mt' (9.8.7.1) ADJACENT TENDON LIFTOFF REQUI D
# Tendon #1 #/4 Notify Owner 4" Tendon 82 j/# g@f 49.8.8.3) RESET SHIM STACY HEICHT: #1 Stack #/M 82 Stack 4- j p6 M-
'/ t (9.8.8.4) NEW ACTUAL LIFTOFF VALUE 4>d ( 9 . 8. 8". 5 ) CIRCLED Stack #1 - 1 #/> Stack #2 - 1 #/s Actual 1 #/4 2 kh 2 h/A 2 N/A 3 4/# 3 "A 3 h/4
' Actual Average #,/> j pf4 g M,
(9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #/4 Unacceptable # (9.8.10.3) #2 Accept /A- Unscceptable [/# Notify Owner, #
/
A$1(adfdK
/ /
Q.C. Review MA M- Level E Date Y2 6/P5" Title M /A/f / 8 N i oy " 1-07-85 }} ["g '"'"*" '"'I of 1 0640N cstce.sme inarco. Inc.
ac u a. - Page 21 of 22 NotgTORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco an iniand Steel company DATA SHEET 9.0 - INSPECTION DOCUMENTATION { A 88 PROJECT #dMAh'A7 SURVEILLANCE NO. YEAR TENDON NO. [/8A TENDON END/ BUTTRESS NO. $ Nd W 8FT7 N.I-~ UNIT l Q.C (9.2) Concrete Temp. 7k F Therm. No. 87-(s'2 Recal Date n/ 29/8% Slanoff i (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /78 mi,NIJ' ' (9.5.1) Ram ID [8d k Recal Date 748 (A/O Ram Area o708.f.75"K. -J. 35'G ggJr l Cauge ID feAVf}'#7 Recal Date 04}/./ Daily Check 0)< $6/NM l (9.6) Shim Stack Height 81 /2.M 82 /2./8~ Ruler ID 8M/ Recal Data'f//#/$(, '
; uJ/NN r
/si 75 tid kle No7 f/CFED (9.7.2) Tendon Overstress S849 (Shall not exceed 1602 kips for a 170 wire tendon)$ M/ M,l 7650 P3/)
9LL /0 76 LBL //93 UBL /3/F ; (9.8.1.1) Actual Tendon Overstress Value 48 @ (Force in kips or Pressure in PSI);BW[N
~//
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 ff(oC Stack #2 - 1 Actual 1 6/00 2 S*920 2 (6/o 0] 2 6/00 3 .C~96 O 3 C6 /CD) 3 6/00 Actual Average 6/00: /2784rp3'FM/E ( AMsA GE f 4.? .trouwb wrapryc- ~// (9.8.6.3) LIFTOFFS /9p4 7FA/M M8# Je /293,.7,4cArf A6 / d Wg (9.8.6) Acceptable ##7 AJhd (9.8.6.1) AALV UBL: Conditional Acce tance Notify Owner M4 MMrW (9.8.6.2) AALV LBL: Unacceptable ,/4- Det' ens ion #/4- NCR No. #/A8-M1bMI f a (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED# #4 Tendon #1 #/# Notify Owner #MP-Tendon #2 d/'4
-M, h.-
(9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack #/# #2 Stack #IP- 3 I (9.8.8.4) NEW ACTUAL LIFTOFF VALUE #/4- (9.8.8.5) CIRCLED I Stack #1 - 1 #[4 Stack #2 - 1 #/4 Actual 1 .e/' 2 "/4 2 N/A 2 W/A 3 "/4- 3 "/# 3 #/4
' Actual Average ## j (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #I Unacceptable #/4 -
(9.8.10.3) #2 Accept #8 Unacceptable ,/#
# Notify Owner # .
-J7y /
i Q.C. Review Level Date Title reget of 1 OtI" 1-07-85 a..iii
\J) ,,$g 0640W C5208 8/84 Inarco inc. i I
Attach. 2 Page 22 of 22 MOS TORING OF TENDON FORCE - PROCEDURE SQ 9.0 inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION an tniand Steel company ( PROJECT 8A2dMMA/ SURVEILLANCE NO. I YEAR 88 TENDON NO. N 8/ TENDON END/ BUTTRESS NO. [/ 8 8 8#77'N UNIT I (9.2) Concrete Temp. 8k F Therm. No. M d2 Recal Date 9/7.-M/8'G Sin f (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) / 70 -MM71 : (9.5.1) Ram ID 9.84k Recal Date 47bd EAO Ram Area 20 9. 83S"K= ~I. 384 , e(4#8'! / Cauge ID /d(WE/#_:f. Recal Date JA// ,V Daily Check 5/cc 32Mt /I (9.6) Shim Stack Height #1 /2*S O #2 /I*h0 Ruler ID 8M/ Recal Date 9 2Yk 'M4IVI "
; 7Mt;E7- (DO Ne7 GTE&in 7650 P'Sh '
(9.7.2) Tendon Overstress Shall not exceed 1602 kips for a 170 wire tendon)E42fM / 9LL /0 76 LBL //f3 UBL /8/8 l' (9.8.1.1) Actual Tendon Overstress Value d'V8O(Force in kips or Pressure in PSI).&MtfM
,,7-(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 4/J20 Stack #2 - 1 M Actual 1 4 /4,0 2 6 l'/C 2 (f / tit'Q) 2 6/90 3 bl% 3 (A/20) 3 6/80 Actual Average 4/73 /29/ g -
WS g' I 44'OAGG~ *ff htW4> / /sc~70g (9.8.6.3) LIFTOFFS /f#4 ;GF,vBdA/ f/gg ::= gggggy (9.8.6) Acceptable ,MFS . WM" (9.8.6.1) AALV UBL: Conditional Acceptance #M- Notify Owner #/A )M2VM (9.8.6.2) AALV LBL: Unacceptable #/4- Detension g NCR No. #/4- [MAF (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED '# M Tendon #1 "[AL-g (,d4,/M."i Notify Owner #/4- Tendon #2 f/A-t (9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack- #/4 82 Stack #['4- !
, ,/4,6/,#
(9.8.8.4) NEW ACTUAL LIFTOFF VALUE ,#M (9.8.8.5) CIRCLED Stack #1 - 1 +/",4 Stack 82 - 1 #/4 Actual 1 <*/4 2 N/A 2 #/4 2 /Af 3 "A4- 3 **/' 4- 3 "YJ "
' Actual Average #/# j (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept /!4 Unacceptable ,+/A8 Notify owner #/4-(9.8.10.3) #2 Accept g/A- Unacceptable A/4 ,
/
77 Q.C. Review Level Cate Title oNf'" 1-07-85 l;%Q[ ""'" *" : [ "1 of 1 \ 0640N CHo* 8/98 inerco. anc.
* . Attach. 3 Page 1 of 8 TENDON TEST WIRE REMOVAL PROCEDURE SQ 10.2 Inryco an inland Steel company
(,, DATA SHEET 10.2 - INSPECTION DOCUMENTATION Cd/MMdV SURVEILLANCE NO. I- YEAR 8,5~ PROJECT 2f9*42Mw1N en INf TENDON NO. YN TENDON END/ BUTTRESS NO. //E4D UNIT I. S-2'f-85 DATE OF REMOVAL [ 8#2[ 8 DATE OF INSPECTION INSPECTED BY 882 !* (7.5.4.3.1) LENGTH OF WIRE .6~d 6# - 7 stirravarna cur as r,w .rwon
.- N B H END v A[
O I e t I 70 l 1
~-
M i i I i l 70 t I i e i 140 1 6 i i I^ i i 1 140 t , , i i 1 210 I j pMPtfth 223*Te 430' 74xfM ! I 280 210 i 7 , I # # l 4 9 I I l l l 280 t I i e i 350 i i i i e i i l 350 e i # # I 420 20 , t , # 4 0
- ) I '
7,fg ggg,7g h e.T I ' 'M I 490 l / 1 I e I t 560 i e i e i i i l i 560 t i # , t I 630 8 i e i 6 i I l 630 t i I , I i 700 g i i , i e i i i 700 t i i # t i 770 I i 4 4 1 6 i CUT END3 . Remember to add the 1 inch for the marked line to the length of,the wire. If the samples are removed, mark the location of removal here and on DS 10.3. Measuring Device Et/2 EX. I.D. AR/ Recal Date M2 MB6 t Wire Pulling Ram I.D. N/A Recal Date #/AB
. 441. N/R8 C *AA 03'*N CORROSION CONDITION (Refer SO 8.1) c g of7joaj yp" A = EXCELLENT )
B = GOOD ) C = FAIR ) Document the Corrosion Condition for each D = USABLE ) 10 foot segment. E = REJECTED (Pitted) ) (7.1) Post the location of wire removal to DS 8.0 O k M S~d o//hE
/ 'MSh/'9{
Q.C. Review Level Date Title careco.e g,,7,g 5 unios A antuon: A N' fg i of 1 Do"y.;g %lti) anision : g_g
Attach. 3 Page 2 of 8 TENDON TEST WIRE REMOVAL PROCEDURE SQ 10.2 inryco i DATA SHEET 10.2 - INSPECTION DOCUMENTATION an inland Steel company PROJECT (J/4/4/4/ SURVEILLANCE NO. A YEAR 8F TENDON NO. MM TENDON END/ BUTTRESS NO.//~RB!8577hUNIT 1
/
DATE OF REMOVAL [ '8N9/t3~~ DATE OF INSPECTION t" // P W 9 /8 $~~
/
INSPECTED BY / (7.5.4.3.1) LENGTH OF WIRE 808 ~~/E2 B H END g 0 t V 7 I i i I 70 , I l C A 1 i I i l 70 t t i i t i 140 140 i r ,h,.DtMPLE*2 i'TAKEN /60 , '7D 169 ' l 210 l 8 . F > 1 8 8 6 1 210 t I i e I i 280 I ' I I h SAM PL.W93 ~TAMEN 29 f' 7k' 308' 350 280 m ,J t i t i I I u s' i i i 1 l 350 t i e i I e 420 l 1 1 I i i l l 490 420 i I i i i
.O I I l l 1 i l l 490 l I t i i I 560 l l 6 i i i i l 560 i t i i t i 630 l 5 I i 8 i i I 630 t i i i i I 700 l i i e a i 1
700 t ! I e i t 770 I i e i i 6 i CUT ENDI Remember to add the 1 inch for the marked line to the length of,the wire. If the samples are removed, mark the location of removal here and on DS 10.3. l Measuring Device Au4E8 I.D. A/7 Recal Date 9/Z'//8/e Wire Pulling Ram I.D. */A Recal Date j/# CORROSION CONDITION (Refer SO 8.1) A = EXCELLENT :) [8M/ NOM B = C00D ) C = FAIR ) Document the Corrosion Condition for each D = USABLE ) 10 foot segment. E = REJECTED (Pitted) ) (7.1) Post the location of wire removal to DS 8.0 O/<" / Q.C. Review Level N Date 6 6IPS" TiL1e d?f /// SPEC 2,AR. . terective 1-7-85 "i '*"' s i m Ag '" '
- i* A '*"i og 1 l 0*" y n, Xtti) an f g . I For= Cuce.wie inaecc. Inc. _ _
j
. Attach. 3 Page 3 of 8 PHYSICAL TESTING - TENDON WIRES PROCEDURE SQ 10.3 DATA SHEET 10.3 - INSPECTION DOCUMENTATION
. h inryco an Inland Steel company PROJECT C444 AMA Y SURVEILLANCE NO. 7 YEAR _SS~
290*AzmoTH m 6/sy/gg TENDON NO. Y7Y TENDON END/ BUTTRESS NO./~/E4B/#vT7-A/A UNIT A '
/
Q.C. SIGNOFF TITLE 8.5 /4/f/ 6C7#df DATE 27/8f (7.1.1) Wire ID and Location of removal SAAf/28 #1- - Length /0 8'" (7.2.1) Wire Diameters: Tag End ,249 Middle .1V9 ' Ram End .24 9 Avg. 2489 Measuring Device ID Q C. /3 Recal Date /D/2FM (7.3.2.1) Buttonhead Inspection Tag End #/< Ram End OK (7.4.1) Gauge Length of Wire /88 Measuring Device ID 82/ / RecalDataf2VU (7.6.1) Preload force or pressure /IN Pressure Gauge IDdM#8#I Recal Date 4#/4r (7.7.1) Force redt.ced to 0 Ok (7.8.1) Initial load of wire in force or pressure 986 (0.1% elongation) (7.9.1) Preset Dial Indicator #N (0.9% elongation) Indicator ID/df2/ Recal Date , ih (7.10.1) Force or pressure at 1% elongation 7070 (7.11.1) " Rule" reading measurement at 1% elongation 77 (7.12.1) Maximum elongation at failure, from " Rule" reading f,$ (7.12.2) Maximum force or pressure at failure 7$60 (7.13.1) Type of break ouC7'/48 Location of break ff ~ N OM 74'54O ENN. (SNep VND) , (7.14) CALCULATIONS: (1) Ultimate Stress 2 b [ O d Max. Force + ( 7(' Diam.2 +4) (2) Yield Stress at 1% elongation 22SI88 Force @ 1% + (7[' Diam.2i4) (3) Percent elongation at failure 2.7 b 1 +(" Rule" Dim @ Failure " Rule" Dim @ 1%) (8) Sample: Accept Unacceptable Engr. Notified l Q.C. Review Level Date Title Eerectise 1-7-85 g p,,,,,,, A A p.s, 1 of 1 065IN yt.U se,ioon: Q se,ision: / \ . Fire (5204-d/34 instCO. Inc.
. Attaen. 3 Page 4 of 8 PHYSICAL TESTING - TENDON WIRES PROCEDURE SQ 10.3 DATA SHEET 10.3 - INSPECTION DOCUMENTATION
. h Inryco an inland Steel company PROJECT 68/4'/M/7 SURVEILLANCE NO. I- YEAR fr5' TENDON NO. M[ TENDON END/ BUTTRESS NO. //B 2/042/4t/7gUNIT I Q.C. SIGNOFF TITLE M*[ 48I/ 8 7#8 DATE 4/27/95~
(7.1.1) Wire ID and Location of removal 84N/2 F# 2.
~
Length /6 8,/ (7.2.1) Wire Diameters: Tag End .2 Y9 Miidic .2 % 9 Ram End a 2 W9 Avg. 24-9 Measuring Device ID C C. /3 Recal Date {C/29M (7.3.2.1) Buttonhead Inspection Tag End e/< Ram End ox (7.4.1) Cauge Length of Wire /66 # Measuring Device ID 82/ Recal Data f/M'/X, (7.6.1) Preload force or pressure Mf6 Pressure Cauge ID 8##8[4IRecal Date M/# (7.7.1) Force reduced to 0 OA' (7.8.1) Initial load of wire in force or pressure [8C (0.1%' elongation) (7.9.1) Preset Dial Indicator # M (0.9% elongation) IndicatorID822/RecalDatef[ , (7.10.1) Force or pressure at 1% elongation 7/2O . (7.11.1) " Rule" reading measurement at 1% elongation k,O (7.12.1) Maximum elongation at failure, from " Rule" reading /8.[ (7.12.2) Maximum force or pressure at failure 768D (7.13.1) Type of break BIAC7N #' Location of break /f' A4*a# 74' 4M:D s/N. (7.14) CALCULATIONS: (1) Ultimate Stress 2Y[,/N Max. Force .$. (7[' Diam.2 4) (2) Yield Stress at 1% elongation 22{. 2 N Forge @ 1% + ('(( Diam.294) (3) Percent elongation at failure 37a' 1 +(" Rule" Dim @ Failure " Rule" Dim @ 1%) (8) Sample: Accept Unacceptable Engr. Notified Q.C. Review Level Date Title teraisie 1-1-85 pr ,io,s j\ se,ision: e.ge 1 of 1 0ef!N %l 8 " '$'a*: O ' Ftre C5204-d/44 Im4YCO. lac.
._ ._ , _ _ . _ . . _ _ _ _ _ . . _ _ _ . _ _ _ - . . ~ _ _ _ _ _ _ . . _ _ . _ _ _ , . _ _ . _ . _ .
. Attaen. 3 ,
. Page 5 of 8 i PHYSICAL TESTING - TENDON WIRES PROCEDURE SQ 10.3 DATA SHEET 10.3 - INSPECTION DOCUMENTATION
' h inryco an Inland Steel company ,
1 PROJECT [ll-484/A 7 SURVEILLANCE NO. d. YEAR 8S" l 1 TENDON NO. VM TENDON END/ BUTTRESS NO.8dFtd/298$2. UNIT .I Q.C. SIGNOFF $$2 : - $ M ITLE 0.f. /4/ SPEC 7bR DATE 6 /J 4t/tr g' * (7.1.1) Wire ID and Location of removal 8#A6dF#.3 ~ Length /89. / ~ (7.2.1) Wiro Diameters: Tag End .2 Yi Middle .2 4 9 Ram End . 2 Y' T Avg. .2.49 ) Measuring Device ID G! .c.13 Recal Date 4'/2.7/m /e/zy/sr
, '40 sjov/a g -
(7.3.2.1) Buttonhead Inspection Tag End ok Ram End CM (7.4.1) Cauge Length of Wire /CO' Measuring Device ID 82/ Recal Date #2 [2 (7.6.1) Preload force or pressure /8[O Pressure Gauge ID 8 AWE /'#7Recal Date DMX (7.7.1) Force reduced to 0 OM (7.8.1) Initial load of wire in force or pressure 980 (0.1% elongation) (7.9.1) Preset Dial Indicator OA" (0.9% elongation) Indicator ID 8 E 2/Recal Date 3, 7 ( (7.10.1) Force or pressure at 1% elongation 7/5'c (7.11.1) " Rule" reading measurement at 1% elongation 6.9 " (7.12.1) Maximum elongation at failure, from " Rule" reading 9.T (7.12.2) Maximum force or pressure at failure 78'80 (7.13.1) Type of break Jucnt.8 Location of break 4[#A'oA SGGd21_ EA/b (7.14) CALCULATIONS: (1) Ultimate Stress 25'1,907 Max. Force + < g Diam.2 ,43 (2) Yleid Stress at 1% elonF 4 on 2.29. li3 Force @ 1% + ( g Diam.2 + 4) (3) Percent elongation at failure N/ 1 +(" Rule" Dim @ Failure " Rule" Dim @ 1%) (8) Sample: Accept Unacceptable Enge. Notified Q.C. Review Level Date Title ternti,e 1-1-85 pr.. m s ,ni... e.g. 1 of 1 0851N @g '" h'oa: F:re C5/04.d/no _IntvC0 _9 t ac , _ _ ___ _ _
- Attach. 3
~
Page 6 of 8 PHYSICAL TESTING - TENDON WIRES PROCEDURE SQ 10.3 h inryco an Inland Steel company DATA SHEET 10.3 - INSPECTION DOCUMENTATION 6// 4 A 4/A / SURVEILLANCE NO. .1- YEAR 8F PROJECT TENDON NO. ASAC. TENDON END/ BUTTRESS NO. 8 E4 /SMC'# UNIT I Q.C. SIGNOFF TITLE C.E./NSAfZ'7O" Ai! DATE d'/2 5~ (7.1.1) Wire ID and Location of removal 84MNf,48'A - Length /48'" Tag End e2S O Middle .2.50 Ram End e2S"O Avg. 26 0 (7.2.1) Wire Diameters: /M2We'r Measuring Device ID G. C ,13 Recal Date , , 4 (7.3.2.1) Buttonhead Inspection Tag End OA:". Ram End #A (7.4.1) Cauge Length of Wire //D" Measuring Device ID #2/ Racal Date YEFMfo (7.6.1) Preload force or pressure /ffd Pressure Cause ID AWA///#.I Recal Date OAM (7.7.1) Force reduced to 0 o/< (7.8.1) Initial load of wire in force or pressure 98 6 (0.1% elongation) (7.9.1) Preset Dial Indicator Ok (0.9% elongation) Indicator IDM2/ Recal Date si
# ~3 (7.10.1) Force or pressure at 1% elongation 7Nd (7.11.1) " Rule" reading measurement at 1% elongation E'. O (7.12.1) Maximum elongation at failure, from " Rule" reading II* I (7.12.2) Maximum force or pressure at failure 8'.750 (7.13.1) Type of break euc7/t.E Locatton of break 8 f #2 ' A;es* 7,#d S EA *tWA
(#/ft.aarND) (7.14) CALCULATIONS: (1) Ultimate Stress 2 2.d Max. Force + ( 7f Diam.2 + 4 ) (2) Yield Stress at 1% elongation N3h /S2 Force @ 1% + (7[ Diam.2+4) (3) Percent elongation at failure $ ff[1 +(" Rule" Dim @ Failure " Rule" Dim @ 1%) (8) Sample: Accept Unacceptable Engr. Notified Level Date Q.C. Review Title po. 1 of I 1-7-85 trfects.e Cd51N yg er,,ios noision: e.,,,i..: Irmaawwvm._X9mJb-
Attach. 3
- Pnco 7 M p PHYSICAL TESTING - TENDON WIRES PROCEDURE SQ 10.3 e
, DATA SHEET 10.3 - INSPECTION DOCUMENTATION an inland Steel company PROJECT CM./Att/A/ SURVEILLANCE NO. .:f- YEAR 3.S*
TENDON NO. 2(s AC TENDON END/ BUTTRESS NO. BEZS/dt#7* C"I.UNIT Q.C. SIGNOFF m!> TITLE O.F. 45#E~C7bMl. DATE /27/P5" (7.1.1) Wire ID and Location of removal JAN#L F #8. Length /88h8 * (7.2.1) Wire Diameters: Tag End ,2 60 Middle ,2 5 0 Ram End ,250 Avg. 260 Measuring Device ID d2.C.13 Recal Date /o/zv/es" (7.3.2.1) Buttorthead Inspection Tag End c/c- Ram End ok-(7.4.1) Gauge Length of Wire /$ Measuring Device ID #2/ Recal Date May/PL (7.6.1) Preload force or pressure /880 Pressure Cause ID 8 /# F #/ Recal Date AM/ W (7.7.1) Force reduced to 0 OA:" (7.8.1) Initial load of wire in force or pressure 980 (0.1% elongation) (7.9.1) Preset Dial Indicator C/C (0.9% elongation) Indicator ID8E 2/ R ecal Date h ( (7.10.1) Force or pressure at 1% elongation 7996 (7.11.1) " Rule" reading measurement at 1% elongation 7,9 (7.12.1) Maximum elongation at failure, from " Rule" reading IO. l= (7.12.2) Maximum force or pressure at failure S/60 (7.13.1) Type of break Ot>C "/~/dE Location of break Ef FROM .SHo P E4/ b orros are rnesso eN D. (7.14) CALCULATIONS: (1) Ultimate Stress 289.YoM Max. Force + ( 7(' Diam.2 + 4) (2) Yield Stress at 1% elongation 2h /82. Force @ 1% + ( g Diam.2+4) (3) Percent elongation at failure 37M 1 +(" Rule" Dim 9 Failure " Rule" Dim @ 1%) (8) Sample: Accept Unacceptable Engr. Notified Q.C. Review Level Date s Title o refusi.. 1-1-85 pr ,io, A ,isi..: A pg. 1 of 1 . 0691N - QU, g U ""'S'aa:/ \ O u Fire CHQ4-d/M4 IntfCO lac.
. Attach. 3
- Page 8 of 8 PHYSICAL TESTING - TENDON WIRES PROCEDURE SQ 10.3 h Inryco an inland Steel company DATA SHEET 10.3 - INSPECTION DOCUMENTATION PROJECT CAgf /4/4/ 4/ SURVEILLANCE NO. 4 YEAR 86 TENDON NO. I.(e A C. TENDON END/ BUTTRESS NO. 8/l8 8/YC UNIT ~f
/
Q.C. SIGNOFF 7
' TITLE d?,E. /NS,PEC7C" A. DATE 4/2"7/8'S-(7.1.1) Wire ID and Location of removal 89NAdf 42 Length /d8 (7.2.1) Wire Diameters: Tag End '2.60 Middle *270 Ram End .2 S'O Avg. .260 Measuring Device ID ANL,/ G.C. /3 Recal Date M /c/J /9/' PS' 6 6 6/s.7/tv e6 ycyjeg '
(7.3.2.1) Buttonhead Inspection Tag End OA Ram End dW (7.4.1) Gauge Length of Wire /# Measuring Device ID #2/ Recal Date FIFINs (7.6.1) Preload dorce or pressure /880 Pressure Gauge ID AWWM#IRecal Date M/4Y (7.7.1) Force reduced to 0 O/< (7.8.1) Initial load of wire in force or pressure f4kl? (0.1% elongation) (7.9.1) Preset Dial Indicator Ok (0.9% elongation) Indicator IDEC2/ Recal Date IA (7.10.1) Force or pressure at 1% elongation 7Y-8'O (7.11.1) " Rule" reading measurement at 1% elongation 7e T ' (7.12.1) Maximum elongation at failure, from " Rule" reading / O,2. (7.12.2) Maximum force or press'ure at failure 79@O (7.13.1) Type of break AuC7'4.E
/ Location of break #EcN fMosa arND (J'/CLD SWb (7.14) CALCULATIONS:
(1) Ultimate Stress Id%7/f' Max. Force + ( g Diam.2 +4) (2) Yield Stress.at 1% elongation 2 N N [ Force @ 1% (gDiam.2v4) (3) Percent elongation,at failure .3375 1 +(" Rule" Dim @ Failure, " Rule" Dim @ 1%) (8) Sample: Accept Unacceptable Enge. Notified Q.C. Review Level Date t Title tevective 1-7-85 ere... s A se,isie r. : A r.se 1 of 1 ~. oHIN ne,isie: / \ f,,,,,,,,g F:re CU04-4/44. ,14avC07 Inc. __ ___ _ _ , _ _
e Attach. 4
- GREASE SAMPLE ANALYSIS SAMPLE I.D. CHLORIDES (2)* NITRATES (4)* SULFIDES (2)* WATER % (10)** NEUTRALIZATION NO.
- 1) V20-Shop 0.05 0.38 0.015 0.26 61.18
- 2) V20-Field 0.13 0.20 0.044 0.25 60.52 3)'V35-Shop. 0.05 0.47 0.025 0.19 58.92 4)'V35-Field 0.20 0.28 0.018 0.25 57.82
- 5) V65-Shop 0.13 0.25 0.030 0.29 63.51
- 6) .V65-Field 0.05 0.15 0.018 0.24 63.79
- 7) V74-Shop 0.20 0.15 0.030 0.19 50.21
- 8) V74-Field 0.20 0.15 0.030 0.05 50.20
- 9) H01-CB-Shop 0.20 0.47 0.018 0.19 56.96
- 10) H01-CB-Field 0.20 0.35 0.015 0.23 58.35
- 11) H09-CB-Shop 0.13 0.35 0.015 0.24 56.92
- 12) H09-CB-Field 0.13 0.15 0.005 0.23 55.02
'13) H09-AC-Shop 0.13 0.20 0.005 0.29 60.86
- 14) H09-AC-Field 0.13 0.15 0.010 0.25 61.52
- 15) H26-AC-Shop 0.20 0.10 0.015 0.18 56.90
- 16) H26-AC-Field 0.13 0.25 0.005 0.09 55.90
- 17) HOS-BA-Shop 0.13 0.15 0.010 0.09 57.36
, 18) H05-BA-Field 0.05 0.25 0.005 0.20 56.82
- 19) H45-BA-Shop 0.13 0.40 0.010 0.18 52.11
- 20) H45-BA-Field 0.20 'O.15 0.010 0.19 52.60 l 21) H51-BA-Shop 0.13 0.35 0.070 0.18 53.39
- 22) H51-BA-Field 0.05 0.15 0.010 0.17 53.30 I
(
- Mrximum allowable limit, parts per million.
** Maximum allowable limit, percent of dry weight of the filler material.
I O s N '
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