ML20135H742
| ML20135H742 | |
| Person / Time | |
|---|---|
| Site: | Callaway  |
| Issue date: | 09/12/1985 |
| From: | Miltenberger S UNION ELECTRIC CO. |
| To: | James Keppler NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III) |
| References | |
| 85-06, 85-6, ULNRC-1172, NUDOCS 8509240187 | |
| Download: ML20135H742 (39) | |
Text
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B(3 U NION EtscTaic COMPANY CALLA'WAY PLANT MAILING Acontes:
P. O. 90K 6 30 FULTON, MO. 652 5 0 September 12, 1985 Mr. James G. Keppler Regional Administrator Office of Inspection & Enforcement U.S. Nuclear Regulatory Commission Region III 799 Roosevelt Road Glen Ellyn, IL 60137 ULNRC-1172
Dear Mr. Keppler:
DOCKET NUMBER 50-483 CALLAWAY PLANT UNIT I FACILITY OPERATING LICENSE NPF-30 SPECIAL REPORT 85-06 REVISION 1 INSERVICE TENDON SURVEILLANCE The enclosed revision to Special Report 85-06 is being submitted to transmit the final engineering evaluation associated with completion of the tendon surveillance as outlined in that original report. Since compliance with all remaining surveillance requirements for Technical Specification 4.6.1.6.1 was demonstrated, it is concluded that volds in excess of 5% of the net duct volume have not resulted in any degradation of the poat-tensioning system, thus assuring the structural integrity of the containment vessel.
)
3.1l ---
S. E. Miltenberger
<r Manager, Callaway Plant WRR/RRG/drs Enclosure cc: Distribution attached SEP 1 6 1985 g,2%is7 osij!!'o,*483 os <
s ; s;,sr JP t ,
t cc distributien for ULNRC-1172 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 Rcad Caithersburg, 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. Haghes W. R.. Robinson (QA Record)
J. M. Erice M. E. Taylor R. A. McAleenan S. L. Auston. (470)(NSRB)
Merlin Williams, Wolf Creek SEM Chrono 3456-0021.6 3456-0260 240ULNRC--
G56.37 N. Date
}
, EVALUATION OF THE FIRST INSERVICE TEiiDON SURVEILLANCE FOR THE CALLAWAY NUCLEAR PLANT 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 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 all of the surveillance tendons (see attachment 1, Tendon Greasing Summary). This void 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." Due to the fact that a void greater than 5% 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 which nullifies its rusting tendency, and by its resistance to moisture, mild acids, and alkalis. In addition, protection is afforded by each tendon wire being individually pre-coated with a grease, Amber 1601, prior to installation.
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m... .- ._ .. . . _
T
, Paga 2-The voids in the tendon sheathing, as indicated by the refill volumes, which varied from 6 9% to 17 7% and averaged 12.8% for the tendons l I
surveilled, may be attributed to a number of factors:
- 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 conditions 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, i giving a contraction of 3 to 4% from initial fill.
- 2) Calculated voids between the wires which comprise the tendon bundle i
- are approximately 75, or grea'ter, of the net duct volume. During j the initial filling operations, the tendon bundle was cold (ambient temperature of 65' F) and as the heated filler material (exit-temperature of 140*F) 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 i allowed migration of the filler material into- the tendon bundle.
i Because this procese is' slow and gradual, it'is' reasonable to 'i j -
expect that it took place substantially after)the filling operation i
1 was complete and possibly during the surveillance refill operation.
( In' addition, this type of migratien could also occur at other areas ,
l such.as where tendons are in contact with-the sheathing.
I
- 3) Characteristics of the initial filling method'may induce air.
I entrapment into the filler material. Pumping operations can~
-introduce air into filler material and may add up to as much as 2%
i y ...# - - - -
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' Pags 3 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. More important, the tendons at Callaway Plant were initially greased between April and October,1981 by Inryco using current industry standard filling procedures. These procedures did not require recording the amount of grease injected into each sheath nor did they require verification of 5% voids. At l
that time, Union Electric was committed to Reg. Guide 1 35 Rev. 2 which deals only with voids in the trumpet area and not of the entire sheath. Revision 4 of Westinghouse Standard Technical Specifications, from which Callaway Plant made its original submittal, makes no mention of void measurement.
In addition, visual inspection of the exterior concrete of the containment building after the initial greasing and during the surveillance revealed no signs of grease seepage from the tendon duct. Therefore, refill volumes in excess of the lost grease during the surveillance indicate that the voids existed within the tendon duct boundary.
In su= mary, even under optimum filling conditions, voids ranging from 12-15% could be expe'cted after the initial filling operation.
The Callaway Plant tendons requiring net refill volumes of the filler i
material in excess of the 5% criteria have not shown any abnormal deterioration or degradation of strength. The lift-off forces for those tendons have been found to fall 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 (12 3% void) and 26AC (17 7% void) has revealed that there is-no evidence of corrosion and that wire strength exceeds the minimum required ultimate strength through-out
'- 'Pags 4 the wires (see attachment 3, Preliminary Wire Test Data Sheets).
Examination of the filler material has shown virtually no change in the physical appearance or chemical properties. Test results indicate that the amount of chlorides, sulfides, nitrates, and moisture fall far below the maximum allowed limits as specified by the manufacturer (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.
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 filling operations as noted above. Since each wire is. individually pre-coated with Amber 1601, the degree of filling interstitial spaces, which comprise the net duct volume, is not directly related to the degree of coating which occurs, and therefore, is not a major indicator of the operability of the post tensioning system. Based on physical tests on the tendon wires and chemical tests of the filler material, there seems to be little correlation.between the 5% void-requirement and the structural integrity of the tendon and anchorage system.
We have reviewed surveillance data from other-plants and determined that voids in excess of 55 are not uncommon and actually averaged 175 for applications similar to Callaway. This data covered surveillances done up to 13 years after initial fill and the load carrying capability of the tendons was not impacted by a void percentage greater than 5%.
- __- - . . , . ~ ~ -. . -.. . - -. ~ - . . . . -- . . . - _ _ - -
1 1
[ , -Page 5 i
Additionally, since compliance with all remaining surveillance
-requirements for Tech. Spec. 4.6.1.6.1 was demonstrated, it is concluded
[ that " voids in excess of 5% of the net duct volume" have not resulted in
- i. c any degra'dation of the post-tensioning system, assuring the structural
[
integrity of the containment vessel.
Based on the above discussion, the current Technical Specification is not appropriate. Union Electric, by separate correspondence, is proposing l-l a revision to the Technical Specification with the requisite documentation-
): and justification.
1 l In addition, future' scheduled surveillances of the post-tensioning i
system and full pressure integrated leak rate tests will monitor the
{ parameters discussed above to detect any potential abnormal degradation, 1 assure continued operability of the system, and verify containment i i
structural integrity on a continuing basis.
1 i
+
m
r_______. _ _ _
Attachacnt 1 TENDON SURVEILLANCE GREASING
SUMMARY
TENDON NET DUCT NET GREASE % GREASE ,
VOLUME (GAL.) ADDED (CAL.) ADDED V20 288 34' 11'.8 V35~ 277 33 3/4 12.2 V65 289 32 1/2 11.2
- V66 289 30 3/4 10.6
- V74 284 35 12.3 1CB 181 12 1/2 6.9
- 1BA- 189 27.1/4 14.4 5BA 181 27.1/2: 15.2 9CB 131 23 1/4' 12.8 9AC 181 30 1/4 16.7
- 26AC- 181 32 17.7 45BA 181 24 13.3 51BA 166 17 10.2
- Not in surveillance sample (supplemental data)
- Wire pulled and tested during. surveillance
Attach. 2 j
. 1 of 22 f
. )
IIONJTORING OF TENDON FORCE - PROCEDURE SQ 9.0 7 Inryco !
DATA SHEET 9.0 - INSPECTION DOCUMENTATION en inland Steel company [
PROJECT 8///AMAY SURVEILLANCE NO. I-- YEAR PS~
/lF## 4D**ury asI/DsM j TENDON NO. Vo70 TENDON END/ BUTTRESS NO. JW## UNIT d-(9.2) Concrete Temp. 707 F Thora. No. 87*-6S_ Recal Date 9/t tr sig f (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /89 sed /Ir$'
(9.5.1) Ram ID 88/3 Recal Date OB & END Ram' Area .F3 7! 5 2 6 K= *//./ 7 Y Wad /M q Cauge ID EdfAW7#7 Recal Date AJ/4r Daily Check elk (9.6) Shim Stack HeiEht #1 2af0 #2 2A 5b Ruler ID #R/ Recal Date M' M IF6 es(M/M '
rAMscr~ faa xer d;rce~ra +7so Pted (9.7.2) Tendon Overstress @ fD (Shall not exceed 1602 kips for a 170 wire tendon) #r/r/N 9LL /4/ LBL /,786 UBL /fo77 (9.8.1.1) Actual Tendon Overstress Value F YOC(Force in kips or Pressure in PrI) #'
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 f/SO Stack #2 - 1 Actual 1 f#3od 2 V390 2 G'3RD 2 9'3 A o I 3 '/3 9 0 3 (439D 3 9920 AcLua1 Aveeage +2' /3.r/94'V.S* M 99vA f
( xtr$ ' '
(9.8.6.3) LIFTOFFS AVERAGf AS FotAA@ 4/FWP gg gggy gg ,jgj/gpy (9.8.6) Acceptable d (S l$5[fIf (9.8.6.1) AALY UBL: Conditional Acceptance #M Notify Owner #M gr/UX (9.8.6.2) AALV LBL: Unacceptable Ad@ Det'ension M NCR No. ~ ### JE'r/5 8 (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED #M Tendon #1 #/4 Notify Owner #4 Tendon #2 kJ
, pl5,/R.If
'(9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack w/d #2 Stack #M - $
(9.8.8.4) NEW ACTUAL LIFTOFF VALUE "/s (9.8.8.5) CIRCLED Stack #1 - 1 #M Stack #2 - 1 M Actual I wM 2 #/4 2 4/A 2 "/A '
3 "/4 3 k/4 3 "/A
~ Actual Average 4/# l l
(9.8.10) ADJACENT TENDON LIFTOFF l (9.8.10.3) #1. Accept #M Unacceptable N/A (9.8.10.3) #2 Accept v/4- Un' acceptable #7A Notify Owner #/4 f1MadI r ; ii
, Q.C. Review Le /e1 Date l
l Title 1-07-85 8"'" * '*9'1 of 1 7,[Q k.7"" y....n. .....~.
Attach, 2
Page 2 of 22 MONJTORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco
(. DATA SHEET 9.0 - INSPECTION DOCUMENTATION an inland Steel company PROJECT C#44fMAI SURVEILLANCE NO. d-. YEAR 88~ O
- 4 2/ M sty"N en fssg TENDON NO. Vm7d TENDON END/ BUTTRESS NO. #/E4B UNIT .I-.
Q.C. (9.2) Concrete Temp. ~/4 F Therm. No.87~-d El Recal Date M2M/h Signoff
" Nohr.* AC9 assy (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) / 70 *$fME#sep WSI4h < '
ship. (9.5.1) Ram ID 878N " Recal Date *48 dWO Ram Area 83 8.54 3 K= ~//. 827 WM " Cauge ID AhMW#/ Recal Date SN4 >' Daily Check c/< (9.6) Shim Stack Height #1 /788 #2 /ZF5~ Ruler ID E.'2/ Recal Date *Ar% @ neenir?" - Do Me ;r" ry'cEED 9 780pso' (9.7.2) Tendon Overstress F/A9 (Shall not exceed 1602 kips for a 170 wire tendon) #sMs35 ' ' 9LL //d/ LBL /784 UBL /#s77 (9.8.1.1) Actual Tendon Overstress Value V2 9 0 (Force in kips or Pressure in PSI) SM
//
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 Y/FO Stack #2 - 1 Actual 1 f/ N 2 f/GO 2Gf/W 2 4/90 3 V/20 36//4/O 3 9/#d ( Actua1 Aveeage f/WO r /,378K/P.s<NSht]f f f (9.8.6.3) LIFT 0FFS JM8A8/~ 4.S #d///VO t./#74/'7 44 7'ENDON Vo2O = /9// xsp.s (9.8.6) Acceptable />1t S Adh (9.8.6.1) AALV UBL: Conditional Acceptance j# Notify owner #M WIAW ' (9.8.6.2) AALV LBL: Unacceptable
- V4 Defension g NCR No. v# OB @
(9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED #/4 Tendon #1 .#M Notify owner #M ' r Tendon #2 #4-4 5fIIIs r (-
'(9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack +M"
#2 Stack #/#
i BSI2/<
//
(9.8.8.4) NEW ACTUIL LIFTOFF VALUE #/4 (9.8.8.5) CIRCLED Stack #1 - 1 d4 Stack #2 - 1 "M Actual 1 eld 2 #fA 2 Nh 2 A h' 3 #fA 3 "k ~ 3 #A
' Actual Average #h
/
$5[rIf
//
(9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept # M Unacceptable #/4 (9.8.10.3) #2 Accept s/4 Unacceptable 'e/# Notify Owner M# WFM735 W W ( / / ( Date Q.C. Review Level Title Q" 1-07-85 ["["l ''l of 1 4 0649N Cmi-8/ns snarco. Inc.
Attach.2 ;
'- Page 3 of 22 MONJTORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco ;
DATA SHEET 9.0 - INSPECTION DOCUMENTATION an Inland Steel company { PROJECT C/Us4/Af SURVEILLANCE NO.
.I. YEAR F.S~
2/O *4 EMfurd ** K'W TENDON NO. V,76~ TENDON END/ BUTTRESS NO. S#48 UNIT .I. Q.C. (9.2) Concrete Temp. 78F Therm. No. 8/~-4 R Recal Date F/X MM. Stanoff (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /69 A8 a/rf (9.5.1) Ram ID 88/3 Recal Date ."7bA ENA Ram Area 337.526 K= -//>/ 7M- 86542df i Gauge ID A6EF/fW/ Recal Date BN47 Daily Check cAC 19f (9.6) Shim Stack Height #1 /880 #2 /8.3f Ruler ID 8a7/ Recal Date MEF/ftll. " ' 16fI4[tf yozops; YAR68~7~ - Do m7 EXCEED y75"O MI (9.7.2) Tendon Overstress /599 (Shall not exceed 1602 kips for a 170 wire tendon) BS5/2tIf 9LL //53 LBL /R'78 UBL /Y/O (9.8.1.1). Actual Tendon Overstress Value Y.FOO(Force in kips or Pressure in PSI) Mi/ (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 f/80 Stack #2 - 1 Actual 1 9/8C 2 4/70 2 CW/ 703 2 Y/70 3 4/80 3 (V/ 80) 3 V/80 Actual Average 9/74 3 /8/8,8~ i BOfIE I ( " ' " (9.8.6.3) LIFTOFFS emse ss souso w-nw-gA 7cygg f/gg =g/g gjggfjf (9.8.6) Acceptable NO #EM N # ~/ fffM4I5 (9.8.6.1) AALV UBL: Conditional Acceptance NM Notify Owner F4~S Mf41M ' (9.8.6.2) AALV LBL: Unacceptable wM Detension "M NCR No. W4 < $1d"/d/$ t (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED #M Tendon #1 #/4 Notify Owner -+f.4 Tendon #2 N/'4 ,
$6f//idf
'(9.8.8.3) RESET SHIM STACK HEICHT: #1 Stack .#M #2 Stack Ad# - $'h"M/ /
(9.8.8.4) NEW ACTUAL LIFTOFF VALUE "/'# (9.S.8.5) CIRCLED Stack #1 - 1 #/4 Stack #2 - 1 +/A Actual 1 #/'4 2 Nh 2 WX4 2 "h 3 ^14J 3 v/4 3 "A ' Actual Average N/P $3 (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept /*M Un ac c er*_ a* ole #/# (9.8.10.3) #2 Accept dh' unacceptable M/4 Notify Owner
#//r
/
#3fI'3hi
/r
( : Q.C. Review Level Date Title
$l'."" 1-07-85 l;@', '*"I of 1 0640W C5208-8/84 t hR'CO. lac -
.. Attach. 2 Page 4 of 22 MON}TORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco en Inland Steel company DATA SHEET 9.0 - INSPECTION DOCUMENTATION
{ I YEAR 87 PROJECT dad ///4M SURVEILLANCE NO. 330
- M/As*TW
**Y1'N.,
NI TENDON END/ BUTTRESS NO. [//~/.O UNIT I TENDON NO. (9.2) Concrete Temp. 7d F Therm. No. O ["b b Recal Date W3f/% Sia
/76 aM k f (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) i (9.5.1) Ram ID 878#/ Recal Date .7a644/47 END Ram Area 335"57,3 K= "/28R7_ gMMMI q$dsh Daily Check #
. Cause ID/h9V/)"#7 Recal Date / /
(9.6) Shim Stack Height #1 /N 8 [ #2 /8 3 [ Ruler ID do2/_ Recal Date 9/If' (e apt' ' WW MW (Do por negro V780 Mb sf /1.Nf , (9.7.2) Tendon Overstress /8 Y Y(Shall not exceed 1602 kips for a 170 wire tendon)di # # 9LL //83 LBL /279' UBL /Y/6_ (9.8.1.1) Actual Tendon Overstress Value N 8O(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 V352O 2 Y/8O' 2 [93203 2 43420 ' 3 V/80 3 W B520) 3 V3a'20 Actual Average 9820*/#38 g #ffPhI.
' AyE/ AGE AS 50udC L/F7WA (9.d.6.3) LIFTOFFS gy 7gjyg g ygg,; gjp gjpg (9.8.6) Acceptable A/O A8//4 Nfdt # 23II"[ g//44!I h (9.8.6.1) AALY UBL: Conditional Acceptance </4 Notif Owner t'ES 4 W (9.8.6.2) AALV LBL: Unacceptable M# Detension NCR No. J /' 4 j
@i o/44(
Tendon #1 "/Af (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED ' #M Notify Owner #4 Tendon #2 __ M/# / \ (9.8.8.3) RESET SHIM STACK HEICHT: #1 Stack #MF #2 Stack MA-a $$M
' / /
~
# (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 #/4 2 N/4 2 N/A 2 N/A
"/A 3 4/"4 3 e'/' +
a M,f ,I [ 3 Actual Average /
,+' 4 -
(9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #/[4 Unacceptable #M j (9.8.10.3) #2 Accept "/4" Unacceptable e*/# Notify Owner /*'4 s g/ / Level Date
, Q.C. Review Title 8"" '*S'l of 1
[',j" 1-07-85 }l 7,',,g' [ 064gg cs204.e/n4 imco. su.
Attach. 2 Page 6 of 22 MONJTd) RING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco DATA 8HEET 9.0 - INSPECTION DOCUMENTATION an Inland Steel company {,- PROJECT dNMM/M SURVEILLANCE NO. I YEAR b Il9'W 2$>*#psee15' **1-TENDON NO. //dE TENDON END/ BUTTRESS NO. B E O UNIT . (9.2) Concrete Temp. 7d F Therm. No. M'6 2 Recal Date f/4Y/ffN Sin f (9.4) Amount of Effectiva Wires (From DS 8.0 - 8.3.7.3) /70 ; Wf[k (9.5.1) Ram ID N/3 Recal Date s7b8 6V8 Ram Area 337 FMIo K= ~//,/79 J//IM$' s, Gauge ID/2P#M)'# 7 Recal Date #4/4 V Daily Check OR 5'f4W r < (9.6) Shim Stack Height #1 80,/O #2 So,/O Ruler ID R2/ Recal Date VM Y a V/70M-74M y A<or occco y790 pss' , (9.7.2) Tendon Overstress /3P8 (Shall not exceed 1602 kips for a 170 wire tendon)MSIJI! LBL /327 UBL /M f '# ' 9LL //98 (9.8.1.1) Actual Tendon Overstress Value 9'fd O(Force in kips or Pressure in PSI) MSI5[f
/ /
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 9920 Stack #2 - 1 Actual 1 99MO 2 Y 3 8'o 2 CV3?o) 2 Y390 3 VVoO 3 C9VO0) 3 9900 Actual Average 9943 r/97[ $5MMI ( Ayrx4Gf AS FOUND 457bff N ' ' (9.8.6.3) LIFTOFFS ppg 7 g-gy ygg , /gpf,g gg (9.8.6) Acceptable )TS M f/MN MS/Jfdf (9.8.6.1) AALV UBL: Conditional Acceptance M Notify Owner #/s $DW (9.8.6.2) AALV LBL: Unacceptable *V4 Detension "/4 NCR No. A'/4 <
$I/ddg a (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED '# M Tendon 81 #4 Notify Owner
"./'4 Tendon 82 M a
ulf,/2#/PJ g
-(9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack A'I#
#2 Stack "M-
.fdI JM (9.8.8.4) NEW ACTUAL LIFTOFF VALUE **M ( 9. 8 . 8". 5 ) CIRCLED Stack #1 - 1 M' Stack 82 - 1 -/'A Actual 1 #/4 2 AVA 2 bh 2 *$
3 *YA 3 #/4 3 WA Actual Average 'en Jf/zf/rf g g (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #/A Unaccepttble w/4 ~ (9.8.10.3) #2 Accept A/'h Unacceptable N/# Notify Owner .#/A Date ( , Q.C. Re; aw Level Title [" 1-07-85 ) 7," ,y
' '"' 8"'": '1 of 1 0640W C5204-u/n4 inarco inc.
l
Attach. 2 Paae 5 of 22 MONJTORING OF TENDON FORCE - PROCEDURE SQ 9.0 inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION an inland Steel company { PROJECT Ce#M4W47 SURVEILLANCE NO. I YEAR PS' d'8[ TENDON END/ BUTTRESS NO. SFAD 70AEswTg$'QUN T I TENDON NO. (9.2) Concrete Temp. 78 F Therm. No. S I (>2 Recal Date y/29/96 Sin f (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) / 74 9 Flf (9.5.1) Ram ID 878i' Recal Date 47M EMRam Area 88f[63 K= -/( f27 Cause ID/2WW/)W.f Recal Date 8d/l.)' Daily Check Ot< g i I (9.6) Shim Stack Height #1 /8/8 #2 /$fd Ruler ID 8 8/ Recal Date Y2 M F6 MidFdf pp Mc7 gxcgga 49o0 Md
}'*100f$i Mit T (9.7.2) Tendon Overstress /3f8 (Shall not (exceed 1602 kips for a 170 wire tendon) df3d 9LL //f8 LBL /34 7 UBL /9d6f # '
(9.8.1.1) Actual Tendon Overstress Value fbk2O(Force in kips or Pressure in PSI)qI (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 [880 Stack #2 - 1 Actual 1 +'28'O 2 '/ 2 8 0 2 @2.9*K) 2 92 to 3 y2 80 3&A90] 3 FR FO Actual Average V280 * /V2"l Ab4bil ( A l'4 f A G F AS FOUND OFroF/~ I I (9.8.6.3) LIFT 0FFS ##dE W##N M8 8 /f#fAf A'AI (9.8.6) Acceptable .VES WIPM' (9.8.6.1) AALV UBL: Conditional Acceptance M Notify Owner MA $$DifMI' (9.8.6.2) AALV LBL: Unacceptable #/4 Detension "If NCR No. w/# , (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED A'/P Tendon #1 w/+ N/f i Notify Owner Tendon #2 w/* M5dFI5' 19.8.8.3) RESET SHIM STACK HEICHT: #1 Stack w/M- #2 Stack 4
~
(9.8.8.4) NEW ACTUAL LIFTOFF VALUE #/4
/
(9.8.8.5) CIRCLED Stacir #1 - 1 s/4- Stack #2 - 1 # Actual 1
- M4 l 2 "/'# 2 "/4 2 .*/'#
l 3 dA' 4 3 "/A-3 "/4 Actual Average # dl$ (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept. NI'4- Unacceptable w/+ '
- (9.8.10.3) #2 Accept A'/A Unacceptable N,/M Notify Owner ,# dChd ir l
l Q.C. Review Level Date l Title Iy" o 1-07-85 [ gs a.viii.n: p.get og 1 0640N C5204-8/n4 inarco. anc. l
-m-m . 1 -- ,g -
- - - + -
s Attach. 2 I Page 7 of 22 l MONJTORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco , DATA SHEET 9.0 - INSPECTION DOCUMENTATION an Inland Steel company { PROJECT' C#//4F4/ SURVEILLANCE NO. 1 YEAR M ' 70*AzMwT// l TENDON NO. V 7 #[ TENDON END/ BUTTRESS NO. MOP 885/Wk' UNIT I Q.c. , (9.2) Concrete Temp. 7M F Therm. No. S I s 2 Recal Date F/29/e% Sinnoff j (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /df NN
~
(9.5.1) Ram ID E76N' Recal Date *D8 EMO Ram Area 33F. Es 3 K -/l.FR7 mihelr5 Cause IDM/M/ Recal Date #4/47 Daily Check CX M5'stM , , (9.6) Shim Stack Height #1 /8 80 #2 /f.FC Ruler ID # c2/ Recal Date 9ITF I 4 Of/2fb NS/N TMY (ae over excrEb 97t0 josd (9.7.2) Tendon Overstress /390 (Shall not exceed 1602 kips for a 170 wire tendon)$5h 9LL //fa7 LBL /J77 UBL /902 (9.8.1.1) Actual Tendon Overstress Value U S O (Force in kips or Pressure in PSI)M, , ~ (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 Y8c2O Stack #2 - 1 Actual 1 979C 2 92 90 2 C934cD 2 9390 3 Vil90 3 C9940] 3 4390 Actual Average 9.990 * /F-95 45 ( ws.s ii (9.8.6.3) LIFTOFFS # #W d8 N# 4 /M# FOAL 7YNCCW V7Y = /Vf/ wP.S Acceptable NO # # d5 (9.8.6) (9.8.6.1) AALV UBL: Conditional Acceptance N /4 Notify Owner >'E.S MM (9.8.6.2) AALV LBL: Unacceptable "A Detension f / 4 NCR No. 7/M l (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED w/A ' Tendon #1 "/4 Notify Owner */4-Tendon #2 #/4
, JN, is,k
'(9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack #/#
#2 Stack #/4 dkhI '
~f (9.8.8.4) NEW ACTUAL LIFTOFF VALUE AR (9.8.8.5) CIRCLED Stack #1 - 1 #/4 Stack #2 - 1 #/4 Actual 1 #/'4 2 N/A 2 N/A 2 U/A 3 "/A- 3 "A4- 3 #de hitI IM' Actual Average #/4 (9.8.10) ADJACENT TENDON LIFTOFF (9.3.10.3) #1 Accept #/4 Unacceptable #/A ,
(9.8.10.3) #2 Accept N/4 Unacceptable A/t Notify Owner #I , 4, , ( Q.C. Review Level Date Title o.# ty " 1-07-85 }) 7," ',, aninen p.get o g 1 0640W csros-efs4 Inarco. Inc. ;
/ *. Attach. 2
'- Page 8 of 22 MONJTORING OF TRNDON FORCE - PROCEDURE SQ 9.0 Inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION an Inland Steel company PROJECT 88ddMl4 / // SURVEILLANCE NO. I- YEAR 6 290'42M7N TENDON NO. MY TENDON END/ BUTTRESS NO. 8 84.0 e6 b g UNIT A (9.2) Concrete Temp. 7Y F Therm. No. 8 M k Recal Date f/ZY/86 Sin f (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /76 /
< tl,5EJIW (9.5.1) Ram'ID Sh/3 Recal Date 4778 E#B Ram Area 332f.76 K. -//,/7f ps/sk i Gauge IDM24f/)'# 7 Recal Date MA//->' Daily Check 04' ps'frik (i /
. j (9.6) Shim.StackHeight#1/7,50 #2 /7 86 Ruler ID AM/ Recal Date f 'F[8fo" f#[
' '/
W Mi M T g, ,,,,,eg,p pryyn p3g (9.7.2) Tendon Overstress /8f6(Shall no exceed 1602 kips for a 170 wire tendon)gFIFI5' 9LL. //82 LBL /o777 UBL /9CM * (9.8.1.1) Actual Tendon Overstress Value Y Y88 (Force in kips or Pressure in PSI)d5 .J[ (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 N880 Stack #2 - 1 Actual 1 98f0 2 %290 2 CV35@ 2 9'3 50 3 %280 3 W350) 3 435"o Actual Aveeage V350= /VS7mp,$ 96[I4b ' ( s i PdMWGd" &S fouArb t, sFJ"Off (9.8.6.3) LITT0FFS m ygymy yyy =)ygy xsps g ; gg (9.8.6) Acceptable NO # #
$5M "
(9.8.6.1) AALV UBL: Conditional Acceptance df/4 Notify Owner >'ES @sh9fM (9.8.6.2) AALV LBL: Unacceptable __w/4 Det'ension M NCR No. y/4 5 M (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED ##/4 Tendon #1 4//4 Notify Owner d/'4 Tendon #2 A'/# , P
-( 9 . 8 . 8. 3 ) RESET SHIM STACK HEIGHT: #1 Stack N/A #2 Stack #M- 1 I (9.8.8.4) NEW ACTUAL LIFTOFF VALUE 3 (9.8.8.5) CIRCLED Stack #1 - 1 N/M Stack #2 - 1 N/4 Actual 1 //>
2 M/4 2 b'A4 2 N/4 3 N/A 3 N/k 3 W/4 Actual Average i f' (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept */A Unacceptable #/A (9.8.10.3) #2 Accept "/A Unacceptable #/A Notify Owner #/4 a MM ';7 4 , Q.C. Review Level Date Title
'o ty" 1-07-85 }} 7,2 annim r.get og 1 0640N cs204-e/n4 imco. tac .
Attach. 2 . Page 9 of 22 MON}TORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION an inland Steel company PROJECT 844/44M/ SURVEILLANCE .40. I YEAR E , TENDON NO. Id8 TENDON END/ BUTTRESS NO. 8//0# #vTT UNIT I q.C. (9.2) Concrete Temp. SckF Therm. No. SI-dd Recal Date 4//r MP% . Slanoff (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /70 '
#A&I/If (9.5.1) Ram ID 98 M Recal Date 7b8 [#O Ram Area 26 9. S8 8 K= "aM..IN f/4dyk Cause IDf4fMYAl Recal Date DAH Y Daily Check M fAA/yf (9.6) Shim Stack Height #1 //8# #2 /.780 Ruler ID 8 M/ Recal Date #/!2#/
h/i WWs.* (Do Nor EXCEED 7610 PS:) (9.7.2) Tendon Overstress $230 (Shall not exceed 1602 kips for a 170 wire tendon) E d//k 9LL ///O LBL /423f UBL / 84 9 (9.8.1.1) Actual Tendon Overstress Value 7 8 8 (Force in kips or Pressure in PSI) st6I/If vi < (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 8 28 Stack #2 - 1 Actual 1 ddw70 2 5960 2GG6403 2 6400 3 4020 3 GG60CD 3 46CO Actual Average 86 O 8 C /8 N f46hk ( AFEAAGE A S FoowD uproff M (9.8.6.3) LIFTOFFS feW /E' #40W ,,gg g =/g// m g (9.8.6) Acceptable NO MFE# ## # 52887~[* 49&d I (9.8.6.1) AALV UBL: Conditional Acceptance M Notify Owner yES W/8//6 (9.8.6.2) AALV LBL: Unacceptable #/# Detension M NCR No. */4 Ml,///M, (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED #/4 Tendon #1 #/4 d/A $4[/I Notify Owner #/4 s Tenou e2 - sa 19.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack #If #2 Stack / fA M'II/ 8
//
(9.8.8.4) NEW ACTUAL LIFTOFF VALUE N/A ( 9. 8 . 8'. 5 ) CIRCLED Stack #1 - 1 #/# Stack #2 - 1 N/A Actual 1 #/A 2 E/4 2 "A 2 h9A' 3 M/A 3 #/A 3 WA
' Actual Average '## -
Am4///k
-ai (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #/4 Unacceptable #/4 '
(9.8.10.3) #2 Accept 4/A- Unacceptable #/4 Notify Owner #4 -Mi,[ (' i Q.C. Review Level Date Title
$""" 1-07-85 [g ""'"" S'1 of 1 0640N csros.e/a4 Inarco. Inc.
l
Attach. 2 i
. Page 10 of 22 l
HONJTORING OF TENDON FORCE - PROCEDURE SQ 9.0 DATA SHEET 9.0 - INLPECTION DOCUMENTATION en Inland Steel company { PROJECT C 4 Ll A W A Y SURVEILLANCE NO. 1 YEAR 85' l l TENDON NO. IO6 TENDON END/ BUTTRESS NO. A #10 / C. UNIT J Q.C. (9.2) Concrete Temp. 6 0* F Therm. No. S7: 62 Recal Date 4/24/85~ Slanoff ' (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) 170 dr/dlu (9.5.1) Ram ID 9d/,3 Recal Dat. Joe ru, Ram Area 2 / /.t.s7 x. io.2re mA./t, Cauge ID/'eguay 87 Recal Date Do n. 5, Daily Check oE < szMrs (9.6) Shim Stack Height #1 /7.70 #2 s2. Jo Ruler ID R 21 Recal Date 4/24/8(. O v4/sr 62OOf si WM (9.7.2) Tendon Overstress"I0tO p(g.L4: Shall~bo nothot 160 kipsfora170wir)etendon) O(.1/tr EXC.56h exceed 9LL / / /O " LBL l 23f " UBL 1 3 (,9 (9.8.1.1) Actual Tendon Overstress Value 8700 (Force in kips or Pressure in 3 ) Q4thr (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 [d O O Stack #2 - 1 b Actual 1 4480 ) , 2 646o 2 6 4eo3 2 44ao 3 6480 3 C64Bo] 3 64Bo Actual Average 648o ov6/t/ ( gysA"est 4.5 pouMD uffoFF l3 &I ** (9.8.6.3) LIFTOPFS gg ff,s/po p f q ,fj 7) p g AfffAE (9.8.6) Acceptable M N8 gg 4/ag NeK **2389-9'es)R (/L/fr (9.8.6.1) AALV UBL: Conditional Acceptance y[g_ Notify Owner AMA YE.fMp/pg a ck/tr (9.8.6.2) AALV LBL: Unacceptable MA Detension AJIA NCR No.M/4 C* tk/a (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED A//4 Tendon #1 N/A Notify Owner M/4 Tendon #2 N/4 etudri (9.8.8.3) RESET SHIM STACK HEICHT: #1 Stack N/4 #2 Stack #/4 c76/4/rr (9.8.8.4) NEW ACTUAL LIFTOFF VALUE A//4 (9.8.8.5) CIRCLED Stack #1 - 1 Al/4 Stack #2 - 1 #/d Actual 1 N/4 2 Al/d 2 a/4 2 #/4 3 N/A 3 n/a 3 N/4 Actual Average N/4 d(4/tr (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3)'#1 Accept A//4 UnacceptableN[4 (9.8.10.3) #2 Accept Ai/4 Unacceptable 4/4 Notify Owner Al/4 :7 Id/ft ( , Q.C. Review 8C - Level 7 Date 6/E4M'~ r r Title M MM&M o f'" 1-07-85 ) 7,"l","Sy '" ''a: S'1 of'l 0640N C5204-8/84 188'C0. la'.
.. Attach,2 Pre 11 of 22 MON}TORING OF TRNDON FORCE - PROCEDURE SQ 9.0 Inryco en inland Steel company DATA 8HEET 9.0 - INSPECTION DOCUMENTATION SURVEILL.ANCE NO. 2 YEAR 8 Y PROJECT C A t t- W A Y TENDON NO. 7- C 0 TENDON END/ BUTTRESS NO. S Mo 8UNIT )6 l Q.C.
(9.2) Concrete Temp. 7f F There. No.ST-63 Recal Date 4hMM Slanoff es G de-(9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /69 (9.5.1) Ram ID 93G4 Recal Date.1.8 FAJD Ras Area 209.575 K. - 2. 3f6 M (..df
.. Gauge IDKam u */ Recal Date Ded e., Daily Check oK dOA (9.6) Shim Stack Height #1 M f" #2 14.L ** Ruler ID RII Recal Date 4[rJjPG :3 Cl4 Ts gg,4 y oo *4eT fWCJ do 74/c PSL (9.7.2) Tendon Overstress 42So #(Shall not exceed 1602 kips for a 170 wire tendon) M4 9LL fil2" LBL 12 FG " UBL 13 3 G" (9.8.1.1) Actual Tendon Overstress Value d800 '(horceinkipsor.PressureinPSI) C1(/.=4>
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCIED Stack #1 - 1 b4ZO Stack #2 - 1 .SS&o Actual 1 6,4 2 A 2 AT D 2 M80 2 Cdtn 3 V.42d 3 .56zo 3 642o l Actual Average d42o:* Mld/u N ,4Vf%4GE s43 sCCL%D L/F7bff /SY$N/P$ (9.8.6.3) LIFTOFFS pgM fgjypog pq g fyyy (9.8.6) Acceptable MS M (9.8.6.1) AALV UBL: Conditional Acceptance #/4 Notify Owner #M MW//M (9.8.6.2) AALV LBL: Unacceptable w/'/ Detension % NCR No.
'** f4 44.//
Tendon #1 A (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED ' #/4 ' Notify Owner #/4 Tendon #2 "*f4 S M/MM
- 7a
-(9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack #/4
#2 Stack #M M
//
(9.8.8.4) NEW ACTUAL LIFTOFF VALUE # (9.8.8".5) CIRCLED Stack #1 - 1 .#M Stack #2'- 1 # Actual 1 # 4 2 "/A 2 #/A 2 NZ4 3 **/'4 3 N/A 3 #/4
' Actual Average **/' # 4M i //
(9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept s"M' Unacceptable #If (9.8.10.3) #2 Accept #4f Unacceptable A/d Notify Owner #!'d M/'/
/
Q.C. Review M1 4- Level .44. Date M Title 46~ /#E6N
'"'"'" P*S'1 of 1 Oty" 1-07-85 )) ["g 0640N c5204.eins inarco. Inc.
Attach. 2
. Page 12 of 22 N00pTORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION en Inland Steel company PROJECT O#44/4/// SURVEILLANCd NO. A YEAR SS TENDON NO. fdB TENDON END/ BUTTRESS NO. BE4B g//h C TINIT I I Q.C.
(9.2) Concrete Temp. 88 F Thora. No. 8 N 8 2 Recal Date FMEf#'d / Simnoff (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /8/ N 4/74s (9.5.1) Ram ID f843 Recal Date 47 Af 60 Ram Area 2//. 4 87 K= ~/#,2.f"/ r3 t.MJ Gauge ID AROW/#7 Recal Date 44/47 Daily Check ok es 1//M (9.6) Shin Stack Height #1 /1,80 #2 /.150 Ruler ID #J7/ Recal Date MzMdr. ' ' et4/M5 7;MdG Do Ne7"fycESO 7. [ 7 0 / 25 ' (9.7.2) Tendon Overstress 4/M(f Shall not exceed 1602 kips for a 170 wire tendon) eM / 7/M 9LL ///2 LBL /884 UBL /.386 (9.8.1.1) Actual Tendon Overstress Value 835D (Force in kips or Pressure in PSI) C867M ,
/
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 4400 Stack #2 - 1 6 R R C) Actual 1 482O 2 6420 2 G 2 2D) 2 6d220 3 4240 3 (4 200] 3 4846 Actua1 Aveeage 6280 = M4//IC ( AVE /A6C A3 Ac"OLWD 1/f7~aff /304 x/Ps* (9.8.6.3) LITT0FFS Je~oA 7~EA/DcA) ft.B .:-/jpykipfgy,,g (9.8.6) Acceptable M .S f4hIs (9.8.6.1) AALV UBL: Conditional Acceptance #/# Notif Owner #/4 , $t$4/sM (9.8.6.2) AALV LBL: Unacceptable #/4 Det'ension NCR No. #//
, (As,4,//9f (9.8.7.1) ADJACENT TENDON. LIFTOFF REQUIRED ' # Tendon #1 #/4 Notify Owner #/4 Tendon #2 #//
M4/ i-(9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack #// #2 Stack ## $[,
/ .
/ //
(9.8.8.4) NEW ACTUAL LIFTOFF VALUE #4 (9.8.8.5) CIRCLED
#/4 #/A Stack #1 - l Stack #2 - 1 Actual 1 #4 2 d/'A 2 N/A 2 //A 3 #/4 3 E/'M 3 WA
' Actual Average N' /# MS MI
//
(9.8.10) ADJACENT TENDON LIFT 0FF (9.8.10.3) #1 Accept 4 Unacceptable #[4 - (9.8.10.3) #2 Accept #// Unacceptable A/'/ Notify Owner -
/
'J)// //
( i Q.C. Review Level .I Date 8.5"~ Title S # /#8 N [lf 1-07-85 }} 7,%y', anision nget og 1 0649W cs204.e/s4 inasco. Inc. !
Attach. 2
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 YEAR 8 S' PROJECT C A LL A W d Y TENDON NO. 9 A c. TENDON ENDieurTRESS NO. rue,- / A UNIT J (9.2) Concrete Temp. 76* F Thors. No. 6T /,'2 Recal Date ZW 4 Sia f (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) 170 c74/% gr (9.5.1) Ram ID 9 3 h 4 Recal Date dcB 6 AID Ram Area 209. f3f K= - 2. 7fl. Gl/n/a 1
- Cauge ID4wtur% "I Reca1 Date D4s t. ./ Daily Check &R C/'4/z/M '"
i est/2*ff9 (9.6) Shim Stack Height #1 / 6 Q #2 / f.f Ruler ID N.Zl RecalDate4/Ed[9t. M e/k. i
-T,4 4.6 er 42/O (9.7.2) Tendon Overstress (Shall not exceed 1602 kips for a 170 wire tendon) c#/Adi 9LL /1 r O" LBL / 2 2 6*" UBL / 24 f^ (pe n or (x c.<w o 76 se n Q (9.8.1.1) Actual Tendon Overstress Value NoO $ Force in kips or Pressure in PSI)d 7 die /J P (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 Sfoo Stack #2 - Actual 1 d4AO 2 6ono 2(%3 fB 2 /o 4 So 3 5900 3 (tea 4D ) 3 &446 -
Actual Average 045'73 M' US# (9.8.6.3) LIFT 0FFS i4V649Gf AS F00NO ggy d5 (p/E F ggg (9.8.6) Acceptable YES & */2VM N29W (9.8.6.1) AALV UBL: Conditional Acceptance Notif Owner p/4 j n/*W (9.8.6.2) AALV LBL: Unacceptable #M Detension NCR No.' <#/' # MS/t#frI
- ff (9.8.7.1) ADJACENT TENDON LIFTOFF REQU ED' # Tendon #1 M4 Notify Owner e9 Tendon #2 /# A I" (9.8.8.3) RESET SHIM. STACK HEIGHT: #1 Stack g/4 #2 Stack 4 Abf f (9.8.8.4) NEW ACTUAL LIFTOFF VALUE 7#/ (9.8.8.$) CIRCLED Stack #1 - 1 #M Stack #2 - 1 .Md Actual 1 "N 2 2/4 2 N/A 2 "/4 3 h/> 3 */4- 3 "/#
' ' Actual Average #/'4- g / I M 9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #M Unacceptable #/# ' '
(9.8.10.3) #2 Accept #/# Unacceptable f/4"'NotifyOwner # f Q.C. Review Level E Date 6/E6MPf~ T1L1e A f /WSNCW
""'a P*9'1 of 1 tT' 1-07-85 ['M 0640g tstos.s/84 imco. Inc.
Attach. 2 Page 14 of 22 NONJTORING OF TENDON FORCE - FROCEDURE SQ 9.0 Inryco DATA SHEET'9.0 - INSPECTION DOCUMENTATION an inland Steel company ( PROJECT NANd/ SURVEILLANCE NO. I YEAR W TENDON 10. kAO TENDON END/ BUTTRESS NO. //848 M O UNIT Q.C. (9.2) Concrete Temp. 80 F Thers. No. SI-U2 Recal Date M Z M &'6 Signoff (9.4) Amount of Iffective Wires (From DS 8.0 - 8.3.7.3) MO ) 8 g/edf (9.5.1) Ram ID 93S3 Recal Date 47b8 E,4@ Ram Area MI//. 68 7 E= */d.Rf/ $Modf Cause ID [0$MYW7 Recal Date OA/4 V Daily Check O/< M5/NM (9.6) Shim Stack He15ht #1/8.88 #2 /8. 8C Ruler ID A .'2/ Recal Date f/'29 % M/,/edf O Ab)~ 4~ACffD 76/0/20 l p (9.7.2) Tendon Overstress $ 286(s: Shalln@otexceed1602kipsfora170wiretendon) PA6dl# 9LL ///O LBL /.73f UBL /869 (9.8.1.1) Actual Tendon Overstress Value 4 88C(Force in kips or Pressure in PSI) 8A, 4, (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 4 6/*C Stack #2 - 1 Actual 1 4 8426 2 M&20 2 (4 32 03 2 43a20 3 5990 3 c6 %iO) 3 63420 Actual Average 432C # $dek
/342 8'K/P.,$ I' k A VfEAGf .4.1 feUA/D (9.8.6.3) LIFT 0FFS /,,/F7p/:7- pg,e 7pgpOA/ [A efg39, fg g
~
(9.8.6) Acceptable l'E3 . (9.8.6.1) AALV UBL: Conditional Acceptance Notify Owner M4 f/W/W (9.8.6.2) AALV LBL: Unacceptable #/# Detension "/# NCR No. ## f'l /t/1 I (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED' #/#- Tendon #1 #// Notify Owner +'/# Tendon #2 I #. # M, , . (9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack /f #2 Stack !4-
~
$' / / '4d (9.8.8.4) NEW ACTUAL LIFTOFF VALUE A'/4- (9.8.8.5) CIRCLED Stack #1 - 1 #/4 Stack #2 - 1 #/4 Actual 1 +/'#
2 E/4 2 j'/A 2 k// 3 //# 3 #/# 3 #/A
' Actual Average ' .*'/4
/ ~
MM //' (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept # Unacceptable # f (9.8.10.3) #2 Accept #/# Unacceptable M/# NotifyOwner.#/4
, , ) M., (,cM, - ; Q.C. Review __ Level Date Title 1-07-85 aussie e.get og 1
[" [',.g 0649N C5204-8/s4 inarco. Inc. l L . - _ _ _ _ . . _ _ _ _ . . _
,. Attach. 2
- Page 15 of 22 l
M0p1TORING OF TENDON FORCE - PROCEDURE SQ 9.0 inryco an inland Steel company (~ DATA EHEET 9.0 - INSPECTION DOCUMENTATION PROJECT CMZZMM4/' SURVEILLANCE NO. I YEAR O'S TENDON NO. f[* dd TENDON END/ BUTTRESS NO. M dt>7*7h " UNIT 8-- (9.2) Concrete Temp. (( F Therm. No. M S N Recal Date $#/' 198/8tl', Slg f (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /78 E(/ Aces 2 0 7 8 3 5'K. -4354. g//g(ts /F;6r (9.5.1) Ram ID /$N Recal Date i7b5 FMD Ram' Daily Check O/c ss/' ( Gauge ID /~d# M"/#/ Recal Date D471-Y a (9.6) Chim Stack Hei5ht #1 /nfo #2 /MSO Ruler ID ER/ RecalDatat'/t.y/f4 y
; uewr- p ,c, m a c. e e o u s o r s b (Shall not exceed 1602 kips for a 170 wire tendon) . "
(9.7.2) Tendon Overstress 9LL ///O LBL /238" UBL /84 9 (9.8.1.1) Actual Tendon Overstress Value 5 9'O O(Force in kips or Pressure in PSI)a (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 SMO Stack #2 - 1 Actual 1 d, NO 2 6 +8'O 2 G WQ) 2 G??O 3 (pYFC 3 G 4 5'c) 3 449o Actual Average 4 M Os/S SS'sta 4//F)h '
'"t ! -
( s4 b4G~A A G d ~ A S Jc~0uA/D .xspS (9.8.6.3) LIFTOFFS 2/# 8D8["~~ M M M C M 2 S/9C : / 8 3 7 ,4c,p, c a!M//f[u " (9.8.6) Acceptable )'E.S (9.8.6.1) AALV UBL: Conditional Acceptance "/4-NotifyOwner #M Gd/fdd Detension (f#~NCR No. #4
~
(9.8.6.2) AALV LBL: Unacceptable *M' P- I (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIJtEDTendon #/4 #1 <*/' 4
- Notify Owner '+/'4 Tendon 82 O/4- ,
(9.8.8.3) RESET SHIM STACK HEIGHT: 81 Stack #/4
#2 Stack #/4
. 44,4IPI(
(9.8.8.4) NEW ACTUAL LIFTOFF VALUE #/# (9.8.8.5) CIRCLED Stack #1 - 1 #/# Stack #2 - 1 #/4 Actual 1 #/4
~
2 I*/'A 2 AHf 2 4/#
/
3 'W4 3 **/' 4' 3 Nf4-
' Actual Average W/4-
, SM,& a (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #/4 Unacceptable #/4 (9.8.10.3) #2 Accept f/f' Unacceptable <WA- Notify Owner ## j I I
Q.C. Review Level Date Title 8"'" * '*"I of 1 Nt '"'! l-07-85 ["'g 0640N C5208 8/88 l'"C O . I" -
Attach. 2 Page 16 of 22 l MOy TORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco an inland Steel company DATA SHEET 9.0 - INSPECTION DOCUMENTATION { PROJECT @ / M 4/A f SURVEILLANCE NO. I- YEAR B5'
~
TENDON NO. AS M TENDON END/ BUTTRESS NO.#//2p /gv77 'C UNIT A
/ Q.C.
(9.2) Concrete Temp. 89 F Thers. No. sT Q R. cal Date '//r.<//sG Sianoff (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /70 WMfM (9.5.1) Ram ID /843 Recal Date .7D# EAM Ram Area 2//.6 87 K= -/4.2 8/ pd4//fk Cauge ID AmfN4M7 Recal Date h4/LV Daily Check ok godf//( (9.6) Shim Stack Height #1/Nf6 82 /F,fo Ruler ID Aa7/ Recal Date MZ8//JG gMf['PI pr; ?ugecy- ho b'97 4XCfEO 76/0/sij (9.7.2) Tendon Overstress 8260 (Shall not exceed 1602 kips for a 170 wire tendon) M4/9'h '
/
9LL ///O LBL /e?Si UBL ' /.:IS P (9.8.1.1) Actual Tendon Overstress Value S d [C(Force in kips or Pressure in PSI).If Mf[93
//
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 6060 Stack #2 - 1 Actual 1 6300 2 5f60 2[1300) 2 f 300 3 5900 3 (eDoo) 3 6500
' Actual Average 6300 5/883 164/4 5'
( 4:#'.5 'I AP'EA&&E~ AS /-@ UA!D L /F7bf/C (9.8.6.3) LIFTOFFS A4 74WOOA/ 24 M * /839 hb*
" '/ Y Y (9.8.6) Acceptable V8.8 A b (9.8.6.1) AALV UBL: tance #/4- Notify Owner #/4 $$'dif/ff' (9.8.6.2) AALV LBL: Conditional Accep[9 Unacceptable dd Det'ension "/4 NCR No. /
7/AB-(9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED'#/4 Tendon #1 NM Notify Owner 4/9 Tendon 82 A/' 4 R$4/ i< (9.8.8.3) RESET SHIM STACK HEICHT: #1 Stack #2 Stack N/# d (9.8.8.4) NEW ACTUAL LIFTOFF VALUE #/4 (9.8.8.5) CIRCLED ! Stack #1 - 1 #d Stack #2 - 1 NM Actual 1 #/# 2 AVA 2 h/A 2 W/4 3 4'/4 3 4/'4 3 #/4
' Actual Average W/# f 7/
(9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept A Unacceptable #M
#/4
~
(9.8.10.3) #2 Accept dlIA Unacceptable Notify Owner # j / t Q.C. Review Level Date Title
"" 4 ' * "
l NtI"" l-07-85 }} ["'*,"L '*"I of 1 0640N C5?C4-8/84 inarco. Inc.
, Attaen. J
.. Page 17 of 22 MIM}TORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco DATA 8HEET 9.0 - INSPECTION DOCUMENTATION en inland Steel company
(' I PROJECT Od///MA/ SURVEILLANCE NO. . YEAR 75 TENDON NO. 88A TENDON END/ BUTTRESS NO. 884# 8(/77 UNIT I Q.C. (9.2) Concrete Temp. 88 F Therm. No.87-6 2. Recal Date f/2.9/&6 Slanoff (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /70 #fId (9.5.1) Ram ID A803 Recal Date 47#8 E/VA Ram Area 2//.6 87 K= -/O. 2 6/ #Md$~
. Gauge ID /~4##//#/ Recal Date A#N)' Daily Check ok n/edr i 7 (9.6) Shin Stack Height #1 /NO,5~ 82 /M/C Ruler ID 8 07 / Recal Ds te 9/kf/hGerit./z#b '
fr; TMMT 00 No7 EXCEED 76/0 P30 ' (9.7.2)TendonOverstress8288(Shallnot(exceed 1602kipsfora170wiretendon)Ailfdndt~ 9LL //27 LBL /J5c;2. UBL /.385~ (9.8.1.1) Actual Tendon Overstress Value 6800 (Force in kips or Pressure in PSI)-4ffM/fd$~
'//
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 MSCC Stack #2 - 1 Actual 1 6600 2 4'640 2 (6600) 2 6600 3 VSRC 3 (6G00) 3 6600 M a1 Aveeage 6600 ~/387Ms~Mr %h~ AFFAdd;d' 4S Cec'At'D /' t (9.8.6.3) LTFTOFFS / /):' 7 e' s C) C s 3Mt;. 7EA40o/Y f8* i9.= /3CkiPs E (9.8.6) Acceptable }"4'S
$ xS/tS /
es (9.8.6.1) AALV UBL: Conditional Acceptance M Notify Owner #Ie MAEW (9.8.6.2) AALV LBL: Unacceptable "Mr Detension Nd NCE No. 'Ap$iP- a M/h.M I I (9.8. 7.1) ADJACENT TENDON LIFTOFF REQUIRED d;d Tendon 81 M4 Notify Owner #M ' Tendon 82 f/A-
~
#2 Stack 4 f
-(9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack f/ ,
(9.8.8.4) NEW ACTUAL LIFTOFF VALUE M4 ( 9 . 8 . 8". 5 ) CIRCLED Stack #1 - 1 M4 Stack #2 - 1 #/4 Actual 1 44/ l 2 E/'4 2 N/A 2 W4 3 "/A 3 NA 3 W/4 '
' Actual Average #/4 4 (9.8.10) ADJACENT TENDON LIFTOFF
( (9.8.10.3) #1 Accept #le Unacceptable N/A (9.8.10.3) #2 Accept 4/4 Unacceptable ./ d' # Notify Owner M d I Q.C. Review- Level Date ( Title Q "" 1-07-85 ["'"l ""'"** S'1 of 1 0640N C5204-8/ne snarco,Inc.
.- Attach. 2
' Page 18 of 22 MOIRTORING OF TENDON FORCE - PROCEDURE SQ 9.0 inryco ,
( DATA SHEET 9.0 - INSPECTION DOCUMENTATION an inland Steel company { l PROJECT OMIAMMNI' SURVEILLANCE NO. I YEAR FS-TENDON NO. [M TENDON END/ BUTTRESS NO.//[M 8#7 UNIT Q.C (9.2) Concrete Temp. 7Y# F Therm. No. ST-42. Recal Date y/2RAT Simnoff (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) /70 s es//xh "f, F(. (9.5.1) Ram ID [8 d k Recal Date d2h5 E80 Ram Area 207.535 E. , f Gauge IDfd2OV//#I Recal Date AfMV Daily Check CX j f (9.6) Shim Stack Height #1 /.f f0 #2 /880 Ruler ID 8 2/ Recal Date Yd /M M.4
' 74 t9lf f h e NOT CWCffb 7& SO Mh '
(Shall not exceed 1602 kips for a 170 wire tendon), (9.7.2) Tendon Overstress 9LL //f7 LBL /252 UBL /88[ (9.8.1.1) Actual Tendon Overstress Value 4~/6O(Force in kips or Pressure in PSI)Ad (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 6340 Stack #2 - 1 b Actual 1 6360 2 6340 2 (6390) 2 63YC 3 (o3co 3 m34c) 36Mo AffAdGe~ .4S pc UN.D Actual Average 43M68/8M[ sW I K/.P.S (9.8.6.3) LIFT 0FFS 4/# 72P# A ,,82pAE p y g b c N . f "8 ) .:: / 8 8 7 N/PS (9.8.6) Acceptable FE_S MddkI' ' (9.8.6.1) AALV UBL: Conditional Acceptance # Notify Owner "M J ' ( (9.8.6.2) AALV LBL: Unacceptable #/4 Delension gw NCR No. #/A A (9.8.7.1) ADJACENT TENDON LIFTOFF REQUI ED ' 4 Tendon #1 #M ~ Notify Owner 4 Tendon #2 y/4 J (9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack # #2 Stack #M d (9.8.8.4) NEW ACTUAL LIFTOFF VALUE M (9.8.8.5) CIRCLED Stack #1 - 1 #M Stack #2 - 1 #/A Actual 1 A 2 N/A 2 N/A 2 ser/4 3 "/A 3 N/k 3 N/4 " l
' Actual Average /J. J (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #[4 Unacceptable AI' '
(9.8.10.3) #2 Accept M,4 Unacceptable 4,/4 Notify Owner ,# A- ,7 Q.C. Review Level Date Title Nte" ' ' " . 1-07-85 ["iQ nuisio rapi og 1 0640W C5208-8/84 la"CO. l a'-
Attach. 2
- Page 19 of 22 MONJTORING OF TENDON FORCE - PROCEDURE 8Q 9.0 Inryco
. DATA SHEET 9.0 - INSPECTION DOCUMENTATION en inland Steel company PROJECT CAM,4MA/ SURVEILLANCE NO. I- YEAR PS"
^ #
TENDON NO. M[8A TENDON END/ BUTTRESS NO.J,&4# Bv77 8 UNIT I
.I.
Q.C. (9.2) Concrete Temp. [4 F Therm. No. 87-4 5? Recal Date #2 p/#-I. Slanoff (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) / 78 m,41M (9.5.1) Ram ID E8S N Reca1 Date JbE ENB Ram Area Rof,53fi x. -2356 sdW ' Cause ID fef M Y t 7Recal Date D4/LY Daily Check DK OIL}sArf (9.6) Shin Stack Height #1 /_f.8[#2 /MC Ruler ID 19o7/ Recal Date MZ9/84 adz414$ (9.7.2) Tendon Overstress 48M(g; 13%sc7Shall not exceed 1602 kips for a 170 wire tendon).nah4fM 9LL ///6 LBL /2 74 UBL /N2 ## ##T D'M 754Qve' (sesco ox /4 t wtRes) (9.8.1.1) Actual Tendon Overstress Value Sc7 N (Force in kips or Pressure in PSI) .J. /,.41, [f . (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 5820 Stack #2 - 1 Actual 1 6/90 2 54+0 2 (6/Yo3 2 4/ '/ 0 3 SGYO 3 (6 / VC) ,3 4/00
'Act.ual Average 4 / M o /o28'M Idtl7II' '
( Al/f4Aff A S' FCUAO 4/F712MF MM (9.8.6.3) LIFTOFFS MA" 7Le:y' pag gg'g =- /,3r' f,fg/#f #,gt (j, ir y/py-(9.8.6) Acceptable //.5 f!V/d (9.8.6.1) AALV UBL: Conditional Acceptance Notify Owner .*f/M X44MM (9.8.6.2) AALV LBL: Unacceptable .*M@ De ension d NCE No. #4 r g' /dC
. / /
(9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED' #I Tendon #1 #/M Notify Owner #/# Tendon #2 ',4'
- a,f ! N, g
-(9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack /4- #2 Stack ,
/4 3 (9.8.8.4) NEW ACTUAL LIFTOFF VALUE # ( 9 . 8. 8'. 5 ) CIRCLED Stack #1 - 1 #/4 Stack #2 - 1 #/# Actual 1 <SfIf 2 A'/4 2 N/4 2 W/A 3 #/# '
3 A/'# 3 #/4 '
' Actual Average #/# j (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #/# Unacceptable #/A (9.8.10.3) #2 Accept k/f Unacceptable M/# 'Not.Cy Owner
#I J
ii Q.C. Review Level Date Title oZ " 1-07-85 [","L 8" ' H'a '*8'1 of 1 { 0640N C5204 8/84 8 ' A'CO. la' -
. Attach. 2 I
Page 20 of 22 I
l HON}TORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION en Inland Steel company (. - PROJECT O. 4 4 LA W AY SURVEILLANCE NO. 1 YEAR A s' TENDON NO. 4I84 TENDON END/ BUTTRESS NO. M ria A UNIT 3 Q.C. (9.2) Concrete Temp. */6 ' F There. No.ST- 62. Recal Date 4/* 4 /r(. Sinnoff 1 (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) / (,8 c7 u d o. (9.5.1) Ram ID 9 3 6 M Recal Date Jo6 8r40 Ras Area 209. S'36 K= - 2 3Sle c24 dest Cauge ID fedus3 "I Recal Date Dre e t. v Daily Check M a tt e,, (9.6) Shin Stack Height #1 M1.4 ' #2 14.4 Ruler ID R e 1 Recal Date MtV/tt c1Lk/s, (,39o F.s e. T.an.se (9.7.2) Tendon Overstress (Shall not exceed 1602 kips for a 170 wire tendon) cWh/a 9LL 11 % " LBL #27o" UBL ido2" Do 4 0 T' E'E Ctf(D 75(,o #s t (,8arge ou *(.Sw nas) (9.8.1.1) Actual Tendon Overstress Value /,(,00 (Force in kips or Pressure in PSI) c7(lah (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1441 o Stack #2 - I M Actual 1 (, 42o 2 A29o 2 /7.m2.m D 2 (.4eo 3 441. 3 /o 3 L 4/a etual Average 44/o ~ CIMr ( Ak'6E~ A W A.S FC W O /--/FTcFF /Jy/,esps (9.8.6.3) LIFTOFFS fiPA TEA /BC/V MM :-/f//,.fg/#f M 783 M 4/2V N . (9.8.6) Acceptable #6b!d (9.8.6.1) AALY UBL: Conditional Acceptance ./ Notify Owner Mlv2W (9.8.6.2) AALV LBL: Unacceptable #/A- Det'ension df4 NCE No.'f,*// -Wa,h9l-
; t
7-(9.8.7.1) ADJACENT TENDON LIFTOFF REQUI D #' Tendon #1 #/4' Notify Owner #' Tendon 82 j/# g (9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack #2 Stack 4- p'fM~
/t (9.8.8.4) NEW ACTUAL LIFTOFF VALUE 4/ ( 9 . 8 . 8'. 5 ) CIRCLED Stack #1 - 1 #3 Stack #2 - 1 #M' Actual 1 #M 2 k/J 2 */'# 2 k/'A 3 4/e-3 "/# 3 4/' 4
' Actual Average #/> M4MfM:
- < ~ <-
(9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept #/4 Unacceptable +/4 (9.8.10.3) #2 Accept 'V/4- Unacceptable ^/'# NotifyOwner.#M A$1(rbh[
/ / / / /
! Q.C. Review Mn M- Level E Date 4/26MP5" T1t1e M /A/SffW e [""" l-07-85 }l ["g 8"' S **"I of 1 0649N csros.s/n4 saarco != .
Attaen. J l l
.- Page 21 ot 22 M0tgTORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco an inland Steel company DATA SHEET 9.0 - INSPECTION DOCUMENTATION
{ A &5" PROJECT ddMA/s/A/ SURVEILLANCE NO. YEAR TENDON NO. [/84 TENDON END/ BUTTRESS NO. $//0 #v77"[ UNIT A
/ Q.C.
(9.2) Concrete Temp. 7k F Therm. No. 57-442 Recal Date d//3M8'6 Slanoff ! 1 (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) M8 g((/od' (9.5.1) Ram ID [8S N Recal Date diO8 EA/B Ram Area o'707 885~ K. --2.386 kNM Cauge ID M&4f/)'# 7 Recal Date 48/// Daily Check ok is4/NAI (9.6) Shim Stack Height #1 /2.(( #2 /2.(( Ruler ID 82/ Recal Date 'V//#/hd. ' ' 2stJ/NMI
~' '
744 W7' (LM Nor ar/CftD 7f>S'O PS/) (9.7.2) Tendon overstress bv &/5i(Shall not exceed 1602 kips for a 170 wire tendon)$M/M 9LL /07S LBL //93 UBL /3/8 (9.8.1.1) Actual Tendon Overstress Value 48t@ (Force in kips or Pressure in PSI);dGd[#
"//
(9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 fffoO Stack #2 - 1 Actual 1 6/00 2 S'920 2 (6/c 0) 2 &/00 3 E9(n n 3 % foD) 3 f> /00 Actua1 Aveeage 6/00: /27b,ttp3 tAAfE ( p m a s s .- n .. e wrw ii (9.8.6.3) LIFTOFFS M TEA /bd W JF".I 8 # * /29'3,f p//,f AGE //AFg (9.8.6) Acceptable l'# 5* , M4 k (9.8.6.1) AALV UBL: Conditional Acce tance 4/ Notl{y Owner Ms M/ediUI' (9.8.6.2) AALV LBL: Unacceptable ,/4 Det'ension fM- NCR No. #/AP- M (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED #/4Tendon #1 v/# Notify Owner d'MP-Tendon #2 ,/'4 - 2 [ 9, . (9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack #/# #2 Stack #/$P- 3 I (9.8.8.4) NEW ACTUAL LIFTOFF VALUE + (9.8.8.5) CIRCLED Stack #1 - 1 #[4 Stack #2 - 1 #/4 Actual 1 / 2 "/'4 2 N/A 2 W/AF 3 d' /# 3 n/'# 3 N/A
' Actual Average #/4 g,4M / "
i-(9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept 4d Unacceptable #/4 - (9.8.10.3) #2 Accept #/# Unacceptable ,/#
# Notify Owner # -d,l y/
l , - ( Q.C. Review Level Date Title ej f b' 1-07-85 [" 'y anision: Pget og i
, 0640W C5204 8/84 Inarco. anc.
Attach. 2
- Pace 22 of 22 M0ppTORING OF TENDON FORCE - PROCEDURE SQ 9.0 Inryco DATA SHEET 9.0 - INSPECTION DOCUMENTATION an inland steel company
( PROJECT dd2AM/M4[ SURVEILLANCE NO. I YEAR F5 TENDON NO. N 8/ TENDON END/ BUTTRESS NO. / M 2 8 8#II N UNIT_I.- (9.2) Concrete Temp. 8k F Therm. No. Md2 Recal Date 9/2- M/IP'G Sig f I (9.4) Amount of Effective Wires (From DS 8.0 - 8.3.7.3) / 70 Sk (9.5.1) Ram ID 984k Recal Date dD8 U S Ram Area 20 9 S.3fK= "I.3 84 agfM Cauge ID AIMWE/d'I. Recal Date BA//-/ Daily Check CM. 54/,;M iI (9.6) Shin Stack Height #1 /2*k O #2 /I*kO Ruler ID 8 52 / Recal Date/ f/Z'/k'M4IVI
; nwarr 7650 psi) / '
(9.7.2) Tendon overstress (Shall not(2w wo71602 exceed Execrpkips for a 170 wire tendon)s 9LL /0 76 LBL //f3 UBL /8/8 (9.8.1.1) Actual Tendon Overstress Value [ N 'O(Force in kips or Pressure in PSI) N,/,/I9I' - 7-f (9.8.5.2) ACTUAL LIFTOFF VALUES (9.8.5.3) CIRCLED Stack #1 - 1 6 /52 0 Stack #2 - 1 M Actual 1 4/40 2 4/YO 2 (4 / 8'Q) 2 6/li?O 3 6/YO 3 (A/20) .3 6/80 Actual Average 4/73 /29/ g ( dVd/ M 4$ RVNO 4./FYC,qn: WS j f' I ~ (9.8.6.3) LIFTOFFS /J#4 ;G ,vad A/ f/ g p ggggfy (9.8.6) Acceptable ISS dtIWI ' (9.8.6.1) AALV UBL: Conditional Acceptance #/# Notify Owner #/4 M 24 M (9.8.6.2) AALV LBL: Unacceptable #/4- Det'ension ,,#ff,NCR.No. f/4- 3 /6 (9.8.7.1) ADJACENT TENDON LIFTOFF REQUIRED' # /4 Tendon #1 */#- ' l Notify Owner #/# Tendon #2 f/# [ (9.8.8.3) RESET SHIM STACK HEIGHT: #1 Stack #/4 #2 Stack #/4- / (9.8.8.4) NEW ACTUAL LIFTOFF VALUE #/4 (9.8.8.5) CIRCLED Stack #1 - 1 */"4 Stack #2 - 1 /*'/4 Actual 1 #/4 2 N/A 2 #/A 2 //4 3 "A4- 3 H/4- 3 "/'/
' Actual Average <#/'/- j (9.8.10) ADJACENT TENDON LIFTOFF (9.8.10.3) #1 Accept /!4 Unacceptable #/d g/A- Unacceptable d/'4 Notify Owner <*/#
(9.8.10.3) #2 Accept , /,i Q.C. Review Level Date l l l Title 1-07-85 7,';'g ""'"* '*S'1 of 1 [Zf" }) imco, :=.
\ 0640W cstos.e/no
. 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 PROJECT C8MMM/ SURVEILLANCE NO. I YEAR 85~ znzmm*~&f's I. TENDON NO. Y7h TENDON END/ BUTTRESS NO. #/E2D UNIT DATE OF REMOVAL Af*2[ S DATE OF INSPECTION 5-2 9-8T INSPECTED BY d8a _ /* (7.5.4.3.1) LENGTH OF WIRE .6"d 6# - 7 BO772WNfdb CU7~ tw 7*Hf TNCP 74ggy END. A)/RE Pus 4ED PAtc>H f/ELb 8 H END /jfg g, s fND.
' ~
"e i i i i l i 'I 70 t i e i I i 140 i i i e i i i i
140 i , , i i l 210
' * ' ' I I I
210 i r
)54MPtfth
, 221*T8 430' 7MxfM I t i 280 1 6 9 1 i i i l 280 i t i t i 350 I i i i i e i l 350 t i e i I 420 420 4 m
1 i ~ ~ ,0 i i
,e,,,,,_ w .,. I 490 l j i i i I 560 I < l i i i 1 l 560 t i i i t I 630 6 I i i l i I l
630 t i I e i I 700 i i i i i i i i , 700 I I e i t i 770 I i i i i 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 Eu2 E#- I.D. AR/ Recal Date M2MB6 Wire Pulling Ram I.D. N/# Recal Date #/,4 gst, 4)/pg c oRR o.r!*N CORROSION CONDITION (Refer SO 8.1) c ,w ofyyo y Q" A = EXCELLENT ) B = CND ) 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 Okdifff/*fehl</rf
/ 'M/
/'
Q.C. Review Level Date Title ettective "'**' ^ ^ oet:y. 1-7-85
- 49) "se ision: / \ "" ' ' * : Q " of 1 1
exp pm.om4 . inaves ine.
1 Attach. 3 1
, Page 2 of 8 TENDON TEST WIRE REMOVAL PROCEDURE SQ 10.2 Inryco
- i. DATA SHEET 10.2 - INSPECTION DOCUMENTATION an Inland Steel company j PROJECT M /4 4/4/4 / SURVEILLANCE NO. A YEAR 8F TENDON NO. MM TENDON END/ BUTTRESS NO.//~RB!8t/7*[hUNIT I
/
DATE OF REMOVAL /8 N9/F5' DATE OF INSPECTION g//PN f/BM' '
/
INSPECTED BY O,/f de' (7.5.4.3.1) LENGTH OF WIRE 808 '/E2 B H END _ g 0 V 7 I i i I 70
, i l C A 1 I I I I 70 I I e i e i 140 140 i r
).9lAPLE*2 'TAkEAJ w , i
/60 i'7D l69 ' i 210 l . & > I i i ,1 1 210 I i e i e 280 l ' ' '
h SAA FL.G' A3 "TA KEN 29 f' Tb' 308' 350 280 er- ,J l i i i 1 i V d' I i i i I l 350 i i e i i e 420 I I i i e i l l 420 e i i e i e 490
, O I i l I I i l l 490 I i I e 1 I 560 I i i i i i I l 560 t i , I l 630 l i i e i i l 630 I e i i I 700' I e i , e i i e i 700 1 : : 770 I i i i i i 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. Measuring Device A' tN. ER I.D. R/7 Recal Date '//Z'/I% Wire Pulling Ram I.D. ev/A Recal Date A'/st CORROSION CONDITION (Refer SO 8.1) ALL N/RE* CaeROSloN A = EXCELLENT :) MN/I/OM - B = C00D ) C = FAIR ) Document the Corrosion Condition for each D m, USABLE ) 10 foot segment. E = REJECTED (Pitted) ) - (7.1) Post the location of wire removal to DS 8.0 OM ' / Q.C. Review Level E Date 6 6/h'5"
. / /
T1L1e tGd /JS/EC2,Ai!. u r' m .' 1-7-as a ia ' ^ aai$i'a- ^ 'a$' ht'Q gli) n'.isi..;[_g g i of 1 F:re U 204 6/44 thefCO. lac,
. 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 C4/./. AldA X SURVEILLANCE NO. "f YEAR 85" 290
- A z
- MU*TH w 4/tyjg TENDON NO. Y7h TENDON END/ BUTTRESS NO.//4~/-B[80T7-A/'4 UNIT I '
/
Q.C. SIGNOFF / TITLE 8.[. /#f/ EC7#~ A DATE 27/$8J~ (7.1.1) Wire ID and Location of removal 84M/28 U ' Length /6 8'" (7.2.1) Wire Diameters: Tag End ,249 Middle .7 V 9 Ram End .2 V- 9 Avg. 2489 Measuring Device ID O C. /3 Recal Date
/D/2fA'T (7.3.2.1) Buttonhead Inspection Tag End #/< Ram End or (7.4.1) Gauge Length of Wire /88 Measuring Device ID 82/ Recal Date f//2V/f6 (7.6.1) Preload force or pressure /8 N Pressure Gauge ID M M #.I Recal Date 4# M (7.7.1) Force reduced to 0 O/<
(7.8.1) Initial load of wire in force or pressure 980 (0.1% elongation) (7.9.1) Preset Dial Indicator #N (0.9% elongation) Indicator ID8f2/ Recal Date[ (# (7.10.1) Force or pressure at 1% elongation 70 70 (7.11.1) " Rule" reading measurement at 1% elongation Zf (7.12.1) Maximum elongation at failure, from " Rule" reading $[2 (7.12.2) Maximum force or pressure at failure 7560 (7.13.1) Type of break o uC7'/46 Location of break [ N OM ~74S4E:P EN$. (7.14) CALCULATIONS: (1) Ultimate Stress 2 % 8'O d Max. Force + ( 7 Diam.2 +4) (2) Yield Stress at 1% elongation 225,888 Force @ 1% + ( g Diam.2+4) (3) Percent elongation at failure 2.7 b' 1 +(" Rule" Dim 9 Failure " Rule" Dim @ 1%) (8) Sample: Accept Unacceptable Engr. Notified Q.C. Review Level Date Title 1-7-85 Yg tff cti., previous neviii.n: p.s. 1 of 1 C651N 8h86'6a; 7:ra (U04 d/64 I44fCO. Inc.
. Attach. 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 Cdh'#4//V SURVEILLANCE NO. JL YEAR IT5" TENDON NO. M[ TENDON END/ BUTTRESS NO. 8 8 ff#$2Mv7fUNIT I-Q.C. SIGNOFF _
TITLE M-[ / M 88 M A DATE M27/P$~ (7.1.1) Wire ID and Location of removal J,/ N / Z F # 2. Length /6 8, / (7.2.1) Wire Diameters: Tag End .249 Middic . 2 4- 9 Ram End s 2 4-9 Avg. 24-9 Measuring Device ID Q.C. /3 Recal Date /C/' 2 9AP5" (7.3.2.1) Buttonhead Inspection Tag End Ok Ram End ox (7.4.1) Cause Length of Wire /66# Measuring Device ID 82/ Recal Date f/efMC (7.6.1) Preload force or pressure /ff8 Pressure Cause ID 84W8[#IRecal Date A84#' (7.7.1) Force reduced to 0 Ok (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) Indicator ID 8 & 2/Recal Date ' (7.10.1) Force or pressure at 1% elongation 7/2O i (7.11.1) " Rule" reeding measurement at 1% elongation k,0 i (7.12.1) Maximum elongation at failure, from " Rule" reading /8-[ l-(7.12.2) Maximum force or pressure at failure 7 6 8'O (7.13.1) Type of break B tK 7 N"G" Location of break / f ' A f# N 7 4' 4 64"D E N , (7.14) CALCULATIONS: (1) Ultimate Stress 2Y[./N Max. Force + ( 7[' Di am. 2 + 4 ) (2) Yield Stress at 1% elongation 228.2N Force @ 1% + ('(( Diam.254) (3) Percent elongation at failure 8Ia' 1 +(" Rule" Dim @ Failure " Rule" Dim 9 1%) (8) Sample: Accept Unacceptable Enge. Notifled Q.C. R6 view Level Date l . O Title I refusive 1-7-85 ,,..i..s a .siten: Page 1 of I Cdf!N % '"**; an. cuo4.eie iurco, Inc.
. Attach 3
, Page 5 of 8 PHYSICAL TESTING - TENDON WIRES PROCEDURE SQ 10.3 DATA SHEET 10.3 - INSPECTION DOCUMENTATION-
' h Inryco an inland Steel company PROJECT [jM4MAV SURVEILLANCE NO. . d. YEAR 85~
TENDON NO. EM TENDON END/ BUTTRESS NO.//E/4 29852. UNIT i Q.C. SIGNOFF 8 1 r IJ---TITLE d.E. M/MC7bR. DATE /985~ (7.1.1) Wire ID and Location of removal 84A6d%4~# 3 ' Length /88. / ~ (7.2.1) Wire Diameters: Tag End .2 M i Middle .2 Y T Ram End .2YT Avg. .2.49 Measuring Device ID Recal Date Gt . C.,13 4'f J.2/,^& /o/zy/Br
'40 4Av/sf '
(7.3.2.1) Buttonhead Inspection Tag End ok Ram End CA:' (7.4.1) Gauge Length of Wire /DC" Measuring Device ID 82/ Recal Date #29 Sill, / (7.6.1) Preload force or pressure /6~[O Pressure Gauge ID 8 AWE /'#7Recal Date DMX (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 OA* (0.9% elongation) Indicator ID 8 M 2/Recal Date $ 9 1 (* (7.10.1) Force or pressure at 1% elongation 7/5'o (7.11.1) " Rule" reading measurement at 1% elongation 6.9 " (7.12.1) Maximum elongation at failure, from " Rule" reading 9.i (7.12.2) Maximum force or pressure at failure 7 8'4 0 (7.13.1) Type of break Jucr/48 Location of break 4 [ #A0Af WGd2h EMb l (7.14) CALCULATIONS: (1) Ultimate Stress 25'.'1.,907 Max.rocce + (gDiam.2+43 (2) Yield Stress at 1% elongation 2.29j li3 Force @ 1% + ('/-[ Diam.2+4) (3) Percent elongation at failure N/ 1 +(" Rule" Dim 9 Failure " Rule" Dim @ 1%) (8) Sample: Accept Unacceptable Engr. Notified i i Q.C. Review Level Date Title ufuti,e 1-7-85 pre. .., e,,,,i..: e.,. 1 of I Cd5!N y se,iiien: } Form CU04.d/44 Im4fC0. lac .
. 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 PROJECT [M/./ A/dA / SUkVEILLANCE NO. I- YEAR 8F TENDON NO. ISAC. TENDON END/ BUTTRESS NO. //E4 dv/7 C" UNIT 1 Q.C. SIGNOFF TITLE 6.f./NS#FC TO M DATE 27kE~
Length /d8'" (7.1.1) Wire ID and Location of ceroval 8A N N E-#~A (7.2.1) Wire Diameters: Tag End #250 Middle .2.60 Ram End ,25'O Avg.*26 0
^
Measuring Device ID o. c. 13 Recal Date /C/ZWe'5-(7.3.2.1) Buttonhead Inspection Tag End #Ar Ram End #A (7.4.1) Cause Length of Wire /40
- Measuring Device ID #2/ Recal Date YZ h (7.6.1) Preload force or pressure /3~8IO Pressure Cause ID8 s bfN//#.f Recal Date Ch4P (7.7.1) Force reduced to 0 c/<
(7.8.1) Initial load of wire in force or pressure 98 6 (0.1% elongation) (7.9.1) Preset Dial Ir.itcator Ok (0.9% elongation) Indicator IDM / Recal Date f 3
' (7.10.1) Force or pressure at 1% elongation 79fd (7.11.1) " Rule" reading measurement at 1% elongation SO (7.12.1) Maximum elongation at failure, from " Rule" reading II*
(7.12.2) Maximum force or pressure at failure 8'330 (7.13.1) Type of break DUC7//E Location of break S $ Y2 *scebM e pcfdgED*fMD (#stw twD) (7.14) CALCULATIONS: (1) Ultimate Stress 2 Ud Max. Force + ( ff Diam.2 +4) (2) Yield Stress at 1% elongation N38, /S2 Force @ 1% (7[' Diam.2+4) (3) Percent elongation at failure $ 5((1 +(" Rule" Dim @ Failure " Rule" Dim @ 1%) (8) Sample: Accept Unacceptable Engr. Notified Q.C. Review Level Date Title trr: cts,e 1-7-85 g ,,,io, ,,,in... py, 1 of 1
,8" 8 0 a*
Cdf!N %U' Form C5204 4ple ImavCO. lac.
e'
. Attach. 3 e
, %m 7 mf 9 i_
PHYSICAL TESTING - TENDON WIRES PROCEDURE SQ 10.3 h Inryco an inland Steel company e DATA SHEET 10.3 - INSPECTION DOCUMENTATION
~.
PROJECT CA/./At4/A7 SURVEILLANCE NO. 1 YEAR 85 TENDON NO. 24Ad TENDON END/ BUTTRESS NO. 8 8 dit/77'C UNIT I Q.C. SIGNOFF w e TITLE Q.d". /#S#fC/bA". DATE /27/P'5" (7.1.1) Wire ID and Location of removal JAPN#4 F '#2. Length /88 EF * (7.2.1) Wire Diameters: Tag End e260 Middle e2 S O Ram End e 260 Avg. + 260 Measuring Device ID ta.C.13 Recal Date to/zv/er A (7.3.2.1) Buttonhead Inspection Tag End ok Ram End 84:- (7.4.1) Cauge Length of Wire /$ Measuring Device ID #2/ Recal Date May/fL (7.6.1) Preload force or pressure /886 Pressure Cause ID 8/#//'#/ Recal Date M/'V (7.7.1) Force reduced to 0 O/d (7.8.1) Initial load of wire in force or pressure 986 (0.1% elongation) (7.9.1) Preset Dial Indicator CM (0.9% elongation) Indicator ID 8CC2/ecalDatefh R (y** (7.10.1) Force or pressure at 1% elongation
" 7#[90 (7.11.1) " Rule" reading measurement at 1% elongation 7,9 (7.12.1) Maximum elongation at failure, from " Rule" reading IO.S (7.12.2) Maximum force or pressure at failure S/60 ,
(7.13.1) Type of break Oud 7"/dd"' Location of break E"fRoM f SHo r rub crros sTW *In4GED EN D. (7.14) CALCULATIONS: (1) Ultimate Stress 289.N/ Max. Force + ( f(' Diam.2 + 4) (2) Yield Stress at 11 elongation 2 8 h /8 2 Force @ 1% (7[ Diam.2 v4) (3) Percent elongation at failure 37% 1 +("aule" Dim @ Failu'*c " Rule" Dim @ 1%) l l (8) Sample: Accept Unacceptalele Engr. Notified I Q.C. Review Level Date i Title I 1 1-1-85 se,ision. A Poe 1 of 1 I terects.. CM1N
- 9Ng pre. ins
'" ' S '*" : //,\ O
! f:rm (U04 6/94 144fCO. lac ,
e e- . Attach. 3
., . Page 8 of 8 PHYSICAL TESTING - TENDON WIRES PROCEDURE SQ 10.3 Inryco DATA SHEET 10.3 - INSPECTION DOCUMENTATION an inland Steel company Y YEAR 88 PROJECT CA4f/4Md/ SURVEILLANCE NO.
TENDON NO. f 6 A C- TENDON END/ BUTTRESS NO. 8 /l8 Y,,,C.,,* UNIT .:f.
/
Q.C. SIGNOFF M TITLE d?.E. /NSPEd7o~ R _ CATE 6/27/BS-(7.1.1) Wire ID and Location of removal MA/ME #3 Length /d8 (7.2.1) Wire Diameters: Tag End ,7.60 Middle *290 Ram End ,250 Avg. e'2.60 Measuring Device ID A*dL,/ G. C. / 3_ Recal Date 9/ 15 4 ( /c/2'//'P.5"" 9.6 sja.'/tv e6 yer/sg / (7.3.2.1) Buttonhead Inspection Tag End O/c Ram End eM-(7.4.1) Gauge Length of Wire /4@ ~ Measuring Device ID /2/ Recal Date [M)M'1 (7.6.1) Preload [orce or pressure /880 Pressure Cauge ID M #//# I Recal Date # N/ Y (7.7.1) Force reduced to 0 O/< (7.8.1) Initial load of wire in force or pressure f4W (0.1% elongation) (7.9.1) Preset Dial Indicator O/c (0.9% elongation) Indicator IDEC2/ Recal Date IN (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) Maxis:um elongation at f ailure, from " Rule" reading /O, *2 (7.12.2) Maximum force or press'ure at failure 798'O I (7.13.1) Type of break Auc7*/ t 6 Location of break horAedN T4GSs0 r4D (I'/&~t.D EWb} (7.14) CALCULATIONS: (1) Ultimate Stress 2[h7/f' Max. Force + (7 Diam.2.4) (2) Yield Stress.at 1% elongation 2 3 2 N [ Force @ 1% + (gDiam.254) (3) Percent elongation,at failure .I.3f5 1 +(" Rule" Dim @ Failure, " Rule" Dim @ 1%) (8) Sample: Accept Unacceptable Enge. Notified Q.C. Review Level Date i s
. Title 1-7-85 Poe 1 of 1 Effects,e 0of!N Yg p,..iews 8$' m se,ision:
r:r. csro4 ene saavco, sac. _ _ _
o* Attrch. 4 GREASE SAMPLE ANALYSIS f SAMPLE I.D. CHLORIDES (10
- NITRATES (10)
- SULFIDES (10)
- 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) H05-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 '0.15 0.010 0.19 52.60
- 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 0 Maximum allowable limit, parts per million.
ca Maximum allowable limit, percent of dry weight of the filler material.
-}}