ML19326B511
| ML19326B511 | |
| Person / Time | |
|---|---|
| Site: | Arkansas Nuclear  |
| Issue date: | 10/31/1977 |
| From: | BECHTEL GROUP, INC. |
| To: | |
| References | |
| CON-11406-014, CON-11406-14 NUDOCS 8004160307 | |
| Download: ML19326B511 (318) | |
Text
_ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . - _ - . _ _ _ _-_
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REACTOR BUILDING TENDON SURVEILLANCE THREE-YEARSbRVEILLANCE ARKANSAS NUCLEAR ONE - UNIT NO. 1 ARKANSAS POWER AND LIGHT COMPANY I
f RESEARCH AND ENGINEERIHG BECHTEL CORPORATION
- SAN FRANCISCO, CALIFORNIA ,
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THIS DOCUMENT CONTAINS POOR QUALITY PAGES
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8 0 0 4 f60 3o7 Job No. 11406-014 October, 1977
- - - - , - -- -. . - - - - - - - --_--,-.,----n-... - - -------
g CONTENTS SECTION PAGE
1.0 INTRODUCTION
1-1 2.0
SUMMARY
AND CONCLUSION 2-1 2.1 Summary 2-1 2.2 Conclusion 2-3 3.0 SHEATHING FILLER AND ANCHORAGE INSPECTION 3-1
~,' 3.1 Sheathing Filler 3-1 3.2 Anchorage Components 3-1 4.0 TENDON LIFTOFF FORCE 4-1 5.0 TENDON WIRE INSPECTION 5-1 5.1 Discontinuous or Missing Wires 5-1 5.2 Wire Inspection and Testing 5-2 6.0 TENDON RETENSIONING AND RESEALING 6-1
. l Appendix A - Reactor Building Tendon Surveillance Procedure, Operating Procedure No. 1304.91, Arkansas Nuclear One, Arkansas Power and Light Company Appendix B -
Normalizing Factors for a Prestressed Sphere Torus Containment A.pendix C -
Sheathing Filler Removal and Installation Data Sheets Appendix D -
Tendon End Anchor Data Sheets Appendix E -
Detensioning and Retensioning Force and Elongation Data Sheets Appendix F -
Calibration of Hydraulic Rams Appendix G -
Wire Inspection Data Sheets Appendix H -
Tendon Wire Test Data Shects Appendix I -
Examination and Review of Tendon Wire Mechanical Property Tests i
, r'~g ILLUSTRATIONS
,V FIGURE TITLE PAGE 1.1 Location and Identification of 1.3 Surveillance Tendons - Dome and Vertical 1.2 Location and Indentification of 1.4 Surveillance Tendons - Hoop 4.1 Normalized Liftoff Force - Vertical 4.4 ,
Tendons 4.2 Normalized Liftoff Force - Dome 4.5 Tendons 4.3 Normalized Liftoff Force - Hoop 4.6 Tendons TABLES
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TABLE TITLE PAGE 3.1 Laboratory Analysis of Sheathing 3.3 Filler 3.2 Summary of Tendon End Anchorage 3.4 Inspection 4.1 Summary of Force and Elongation 4.7 Data During Detensioning - 1977 Surveillance 4.2 Summary of Force and Elongation 4.8 Data During Detensioning - 1975 Surveillance 5.1 Wire Test Results 5.5 5.2 Tensile Tests by Pittsburgh 5.6 Testing Laboratory 5.3 Tensile Tests by Hales 5.7
,_s Testing Laboratory
\ 6.1 Summary of Force and Elongation 6.2 Data During Retensioning ii
)
1.0 INTRODUCTION
This report covers the three year reactor building tendon surveillance for the Arkansas Nuclear One-Unit 1. The reactor building tendon sur-veillance program'is a systematic means of assessing the continuing quality and structural performance of the post-censioning system. The three year tendon surveillance is the second in a series with one test having been performed one year after the structural integrity test (SIT) and additional tests scheduled at five years after the SIT and every i
five years thereafter.
i i
1 The tendon surveillance consists of periodic inspection for phyrical con--
dicion of a randomly pre-selected group of surveillance tendons. This reovides confidence in the condition and functional capability of the system and'an opportunity for timely corrective measures if adverse con-ditions are detected. Tendon surveillance testing consists of sheathing filler and anchorage inspection, tendon liftoff force measurement, tendon wire continuity testing, tendon wire inspection and tensile testing, and tendon recensioning and resealing.
This three ycar tendon surveillance of the Arkansas Nuclear One-Unit I reactor building post-tensioning system began in February,1977 (approxi-mately 39 monthe after completion of the structural integrity test performed in November, 1973) and was completed in May, 1977. The surveillance was conducted in accordance with " Reactor Building Tendon Surveillance Procedure", Operating Procedure No. 1304.91, Revision No. 2. A copy of d that test procedure is included in this report as Appendix A. The group 1-1
( of five vertical, six done, and ten hoop tendons was selected for inspection in compliance with NRC Regulatory Guide 1.35 (Rev. 2, i January 1976). The location and identification of the surveillance tendons are shown in Figureg,1,1 and 1.2. Bechtel services were provided under the APL/Bechtel Technical Services Agreement, Bechtel Job No. 11406-014. Equipment, manual labor, and materials required for the tendon surveillance were furnished by Conesco-Midcontinent, Inc.
under contract with Arkassas Power and Light Company.
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- Additional tendons HOOPTENDONS DEVE LOPED ELEVATION FIGURE 1.2 - LOCATION AND IDENTIFfCATION OF SURVEILLANCE TENDONS - HOOP
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2.0 SUtefARY AND CONCLUSION 1
%J 2.1 Summary The anchorage inspection showed the anchorage, components to have no corrosion and no cracking. The sheathing filler from every surveillance tendon met the acceptance criteria in Operating Procedure No. 1304.91 for chemical composition. Tendons 21H42, 32H14, and 32H34 had 67, 46, and 32 offsize buttonheads respectively. However, no adverse effect resulting from the offsize buttonheads was found.
All tendon liftoff forces were found to be acceptable following a review of both the acceptance level and the normalizing factor computation. During the surveillance test all the dome and vertical tendons had liftoff forces meeting the acceptance values used during the one ye tr surveillance in
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- 1975; however, usin,. the acceptance value from the one year surveillance, one hoop tendon, 31H40, had liftoff force' lower than the minimum acceptance value. As a result, liftoff measurements were made on the two adjacent hoop tendons (thus a total of 23 tendons were inspected). One of those had higher and the ort'er had lower liftoff force than considered acceptable by the criterion used for the one year tendon surveillance. Later, hoop tendon 31H50 was found to have liftof f force lower than required by that criterion. With two or more tendons having apparently low liftoff force, a condition existed which was potentially reportable according to NRC Regulatory Guide 1.35 (Rev. 2). Thus, an evaluation was conducted in which both the liftoff force minimum acceptance value and the normalizing factor computation procedure were found to need revision. The revised liftoff force accept-ance value is based on the integrated force along the tendon rather than 2-1
.a the tendon endpoint-to-midpoint arithmetic average as previously used, I
and the normalizing factor computation was revised to reflect current design practice. With those two revisions, normalized liftoff forces for all tendons were found to exceed the required minimum values and are considered acceptable.
All surveillance tendons were detensioned and visually inspected for dis-continuous wires. Twenty-one of the twenty-three surveillance tendons were subjected to an additional positive verification of wire continuity by pulling each wire and observing motion on the opposite end. For the other two tendons, the wire continuity test could not be performed be-cause one of the stressing washers on each tendon could not be pushed with available equipment along the tendon far enough to allow pulling
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/ each wire to check continuity. In these cases, some of the wires were checked by pulling the wire and observing motion; the remaining wires were checked by pulling on the free end until the wire held a force higher than the force normally needed to move a wire. A total of thirteen wires were either missing or had anomalies which prevented them from being fully effective; the greatest number of missing or ineffectiv,e wires in any one tendon was three. No service related wire breaks were encountered. The number and distribution of missing and ineffective wires has no significant effect on the strength of the tendon system.
The seven tendon wires which were removed had no corrosion when inspected upon' removal from the respective tendons.
2-2 i
Field tensile tests were performed on twenty 100-inch wire samples from 6 wires. All wire samples, except for those from tendon 32H14, had ultimate strength exceeding the minimum guaranteed ultimate strength cf 240,000 pai. The inspection wire from tendon 32H14 had three out of four samples with ultimate strength less enan the guaranteed mimimum ultimate strength. To further investigate the wire strength results, ten 10 inch samples of the wire from tendon 32H14 were tested. Four of the ten samples failed at less than 240,000 psi, but all ten of the samples failed inside the wire gripping jaws making the tests invalid.
A second set of tensile tests was done using nine 10 inch wire samples from the inspection wire from tendon 32H14. Two of the nine esmples failed below the required ultimate strength of 240,000 psi. A metallurgical investigation was conducted to determine the reasons for the low values
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'( obtained on some of the tensile specimens from tendon 32514 The investi-gation concluded that the tensile test results obtained for the inspeccion s
wire from tendon 32H14 are not indicative of any deficiencies in the wire but rather are due to it: proper wire removal procedures which caused a permanent set in the wire. During the scheduled five year tendon surveil-lance, an additional inspection wire should be removed from teridon 32H14 and tested to verify that conclusion. In addition, the test procedure should be revised to assure that inspection wires are removed without damage or permanent deformation.
Each surveillance tendon was retensioned equal to or greater than the lift-off-force measured during detensioning. The grease cap was reinstalled on each tendon, and new sh'eathing filler was pumped or poured into the tendon sheath to replace that which was removed during the surveillance tests.
2-3
f T 2.2 Conclusion '
Based on the results of the three year tendon surveillance test reported herein, the conclusion is reached that no abnormal degradation of the containment structure is indicated for Arkansas Nuclear One - Unit No.1.
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'A 3.0 SHEATHING FILLER AND ANCHORAGE INSPECTION 3.1 Shestbing Filler A sample of sheatht filler was removed from each end of each surveillance tendon. Chemical tests were performed on one sample for each tendon.
The sample analyzed was selected arbitrarily from the tendon shop or field end with an effort made to use approximately the same number of shop and field and samples. Chemical tests on the second sample from a tendon were required only if the results of the tests on the first sample failed to meet tl- accepteance criteria of Paragraph 11.0 of Operating Procedure 1304.91.
Maximum acceptance limits of 10 percent by weight for water and 10 parts 7
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per million for water-soluble chlorides, nitrates, and sulfides were established in Section 9.3 of Operating Procedure 1304.91. Those limits for water-soluble ions are the same as given by ASME Section III, uivision 2 -
Code for Concrete Reactor Vessels and Corcainments for new sheathing filler while no limit for water content is given by the ASME code. All samples tested met the acceptance criteria for water and water-soluble ions.
The results of laboratory analysis of the sheathing filler are given in Table 3.1, and the sheathing filler removal and installation data sheets are given in Appendix C.
3.2 Anchorage Components The anchorage components were inspected after end cap removal to determine whether sheathing filler coverage is adequate. In every case the anchorage l components were completely covered by the sheathing filler.
3-1
After the sheathing filler was cleaned off, the anchorage components were inspected for corrosion, cracks, and buttonhead size and condition.
Corrosion of anchorage components was found to be either corrosion level No.1 " Bright metal, no visible oxidation" or corrosion level No. 2 " Reddish brown, no pitting" in every case. No cracking of anchor heads, shims, or bearing plates was apparent, and no split button-heads were found.
Three tendons had a large number of offsize buttonheads. Tendons 21H42, 32H14, and 32H24 had 67, 46, and 32 offsize buttonheads respectively.
No adverse effect resulting from the offsize buttonheads was found, and detensioning and recensioning proceeded normally.
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1(::)- A tabulated summary of the tendon end anchorage inspection results is given in Table 3.2 with the complete set of data sheets included as Appendix D. ;
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21H42 NI 0 0 0 0 21H45 NI 0 0 0 0 21H63 NI O O O 0 31H38 F 0 0 0 0 31H30 F 0 0 0 0 S 0 0.02 0 0 31H40 F 0 EM 0 0 31H41 F 0 0.02 0 0 31H00 F 0 0.02 0 0 32H14 S 0 0.01 0 0 32H24 'S 0 0.01 0 0 32H40 S 0 0.01 0 0.44 32H44 N1 0 0 0 0 A
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- F C C C C C 1 1 2 2 188 1 0 0 0 0 0 136 S C C C C C 1 1 2 3 184 0 0 d 0 0 0 186 3021 C C 2 2 1st 0 0 0 0 0 0 tes F C C C 1 1 2 2 2 136 87 0 0 0 0 0 188 S C C C C C 1 21 M F C C C C C 1 1 2 2 100 0 0 0 0 0 0 138 2 2 185 0 0 0 0 1 186 S C C C C C 1 1 1 21HM C C C 2 2 135 0 0 0 0 0 1 105 F C C 1 1 C 2 2 3 138 0 0 0 0 0 188 S C C C C 1 1 MHE3 C C C 2 2 108 0 0 0 0 0 0 108 F C C 1 1 3 C C C C C 1 1 2 2 130 0 0 0 0 0 0 Its 31H38 C C 2 2 138 0 0 0 0 0 0 13e F C C C 1 1 S C C C C 1 1 2 2 IN O O O O O O W 31H30 2 2 108 0 0 0 0 0 0 186 F C C C C C 1 1 C C C 1 1 2 2 184 0 0 0 1 0 2 183 C C 31H40 C 2 2 183 3 0 0 1 0 2 183 F C C C C 1 1 S C C C C 1 1 2 2 W 0 0 0 0 0 0 188 31H41 2 2 188 0 0 0 0 C 0 184 F C C C C C 1 1 S C C C 1 1 ; 2 W 0 0 0 0 0 0 W 31 Hec C C C C C 1 1 2 2 188 1 0 0 0 0 0 1es F
S C C C C C 1 1 2 2 198 3 0 0 0 1 3 182 2H14 2 2 183 43 0 0 0 1 3 182 F C C C C C 1 1 C C C 2 2 1es 0 0 0 0 0 0 18e S C C 1 1 32H24 C 2 2 186 32 0 0 0 0 0 188 F C C C C 1 1 C 2 2 tot 9 0 0 0 0 3 183 g S C C C C 1 1 C C C 2 2 183 0 0 0 0 0 3 183 F C C 1 1 O. S C C C C C 1 1 2 2 2
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1 - arteht meems, no welde omnisoon 4 .003< Pit ng(.006 in. C - Covered 2 - Menemh broom, no suthng 5 .006(Pttnag<.010 in. N - Not Cowwed N A - Does not apgWy 3 - 0 (Fttung 4.003 in.
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'J 4.0 TENDON LIFTOFF FORCE The liftoff test was used to measure tendon prestress force applied to the structure. To aid interpretation of lif tof f force data, the measured lif tof f force was converted to normalized liftoff force per wire by multiplying the measured liftoff force by a normalizing factor and dividing it by the number of effective tendon wires. The normalizing factor accounts for the original tensioning force being slightly different from the specified nominal value l I
and for the elastic losses resulting from the tendon tensioning sequence. !
(See Appendix B for normalizing factor computation procedure). The normalized liftoff forces per wire are plotted in Figures 4.1, 4.2, and 4.3. The value plotted for each hoop and dome tendon is the arithmetic average of the O forces at the two ends.
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All tendon liftoff forces were found to be acceptable following a rev4 2w of both the acceptance level and the normalizing factor computation. During the surveillance test all the dome and vertical tendons had liftoff forces meeting the acceptance values used during the one year surveillance in 1975; I however, using the acceptance value from the one year surveillance, hoop tendon 31H40 had lif toff force lower than the minimum acceptance value. As a result, liftoff measurements were made on the two adjacent hoop tendons -
31H39 and 31H41. Tendon 31H41 had higher and tendon 31H39 had lower liftoff force thac considered acceptable by the criterion used for the one year tendon surveillance. In additior, hoop tendon 31H50 had liftoff force lower than required by that criterion. With two >r more tendons having apparently low
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U liftoff force, a condition existed which was potentially reportable according to NRC Regulatory Guide 1.35 (Rev. 2) . ,
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O Thus, an evaluation was conducted in which both the liftoff force minimum acceptance value and the normslizing factor computation procedure were found to be in need of revision. The revised average minimum design prestress force is based on the integrated force along the tendon rather than upon the tendon force calculated as the arithmetic average at the tendon end and tendon midpoint as previously used and takes into account some extra tendons which were installed in excess of the minimum design requirements. The normalizing factor computation was revised to reflect current design ;
practice with the computational details given in Appendix B. Wi.th those two revisio n , normalized liftoff forces for all tendons were found to exceed the required minimum values and are considered acceptable. I i
l Normalized lif tof f forces for this three year tendon surveillance are plotted in Figures 4.1, 4.2, and 4.3 along with the liftoff forces from l the one year tendon surveillance recomputed using the revised normalizing factors. These three figures also give a comparison of actual to expected average prostress force. The expected average prestress force is based on predicted stress losses for each type tendon over a period of 40 years assuming that the force decreases logarithmically with time and that 70% of the forty-3 year losses occur during the first year after initial tensioning. The pre-dicted losses with time are a result of concrete creep and shrinkage and steel relaxation. The average normalized liftoff forces for vertical, dome, and hoop tendons during this three year surveillance were 7.38, 7.31, and 7.08 kips / wire respectively compared to expected average prestress forces of 7.35, l 7.36, and 7.16 kips /vire at the time of the tendon surveillance tests. Thus, J l the average force for each type tendon agrees with the expected average prestress i force within L.12%.
_4 -8 , _ __ _ _ . - - . ---
9 In addition to liftoff force measurements, data were recorded for tendon
) elongation during detensioning. The force and elongation data are sum-marized in Table 4.1, and the field data sheets are included in Appendix E.
The hydraulic rams used for liftoff force measurement were calibrated before and after the tendon surveillance test using a load cell with calibration traceable to the National Bureau of Standards. Three rams were used during the surveillance since a relief valve failed to open on ram No. I while it was retracting. This caused the ram to overpressurize and strip the retaining rings threads. Ram No I was replaced by . ram No. 3 for the remainder of the surveillance. Ram No. I was repaired, then returned to the jobsite and recali-brated. Before the tendon surveillance, ram No. I had a calibration factor !
l equal to 214.8 lbf/ psi, ram No. 2 had a calibration factor equal to 219.2 lbf/ psi, and ram No. 3 had a calibration factor equal to 209.9 lbf/ psi with measurement uncertainty of 0.5% (two times standard deviation). Calibration efter the surveillance tests indicated that ram No. I had a calibration factor equal to 216.2 lbf/ psi, ram No. 2 had a calibration t .. tor equal to 216.4 lbf/ psi, ram No. 3 had a calibration factor equal to 209.1 lbf/ psi. The apparent ,
calibration factor changes of 0.7, -1.3, and -0.4 percent are considered nos2al and acceptable. The calibration data sheets and certification of calibration equipment are included in Appendix F.
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FIGURE 4.2 NORMALIZED LIFTOFF FORCE-DOME TENDONS
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FIGURE 4.3 NORMALIZED LIFTOFF FORCE-HOOP TENDONS
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j DATA DATA V16 3 1462 9.88 9.8B Its teSepeGhessNG 198 .975 7.81 7.s1 2/8/73 2/23#7 V40 S 1433 10.06 10.06 136 1.29 1.29 188 .982 7.44 7.44 1/9/73 2/2107 VSE S 1422 11.31 11.31 - 135 0.3 43 18e .981 7.35 7.35 2/833 4/13/77 V75 5 1400 T0.31 10.31 139 1.38 1.38 186 .944 7.47 7.47 2/10(73 4/13/77 V95 5 1300 10.M 10.54 186 1.50 1.50 186 .960 7.05 7.06 2/9#3 4/12n7 1D20 S 1344 4.58 198 1.57 F
E00 ig 2.18 1es 7.31 12/22/72 2/2SN7 1411 4 42 0.58 '.983 7.53 1028 5 1350 4.50 15 2.70 9.04 188 125 tes 7.58 12/18/72 3/867 F 143s 4.54 0.56 1.000 7.79 2D00 S 1330 A38 g7 183 0.78 .900 7.13 1.06 Igg g F 1371 1 81 191 0.33 1.000 7.42 2D11 S 1422 4.32 191 0.34 .984 7.00 8.d2 g 1,, g F 1341 430 183 1.10 .934 7.17 2 00 5 1296 5.21 183 0.77 .900 6.90
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F 1337 4.52 191 0.44 '
988 7.17 7.04 12/21/72 5/10/77 E21 S 1350 4.50 186 1 32 g,, 2.02 led F 1420 4.33 15 0.70 7.27 1/17/73 3/10 # 7
.900 7.48 21H42 S 1350 133 185 1 75 1.08 4 00 1as 7.24 12/7/72 3/21#7 F 1300 175 189 2.25 .983 7.36 21H46 S 1300 5.50 186 2.12 .955 7.18 F 1423 430
.948 g
180 1.87 7.29 21H63 5 1304 4.32 185 117 .982 7.20 g, 7, F 1415 A30 189 152 .982 7.47 31H38 S 1342 130 Igg 120 e 9, 4 20 186 7'21 7.19 F 1343 les 181 1 00 .992 12/13/72 5/3/77 7,ig 31H38 S 1388 4.10 7*,,
W 4 26 4.06 F 1324 1 78 2.80 188 7.00 2/21/73 5/5/77 183 .972 6.92 31H40 S 113e 4.25 136 1 70 1.006 6.53 gg g F 1258 A31 178 -3.19 .990 6.74 31H41 S 1371 A40 l# .972 8.56 0.30 tes 7.16 F 1247 416 100 2.10 8.88 2/21/73 5/6/77
.979 6.50 31H60 5 1383 4.34
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M M 6.83 2/23/73 SM/77 F 1273 A33 183 1.0s .900 8.57 l 32H14 S 1344 456 185 1.50 .906 7.23 8.96 2.87 183 W31/'n F 1350 A40 184 1.28 .978 7 21 32H24 S 1308 190 185 1 42 4 7.28 6.06 196 7.15 1/31/73 3/30/77 F 1338 138 189 2.64 .999 7.18 32H40 S 1294 100 183 1 64 1.008 7.06
\ F 1322 3.00 6.00 18e 4.00 7.64 183
.983 7.10 7.08 12/5/'72 mn 32H48 3 1326 los 1 70 .987 7.07 g, 186 ,./ 7.16 F 1371 1 11 85 12/1/72 3/24/77 13e .les .979 7.28
- Elongsten is defined here es distenes froen bearing plate to stremeng washer.
" Total :c a-: . is own of :_ ._ __ . at the two ends.
T8bie 4.1 - sumss(brmnra - -%M N
Ufeoff 1000lb Mire j .I I 3 :- : .I is i
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3 S >8 V19 s 1509 11.30 11.30 ISS -0.84 -0.84 108 .566 7.77 7.77 21073 & S 75 V40 S 1488 9.32 9.32 186 2.13 2.13 188 .983 7.58 7.58 1973 4276 V88 5 1433 9.50 9.50 186 1.94 1.94 ISS .972 7.40 7.40 1673 'S31 75 V80 5 1488 8.02 8.02 183 3.70 -3.70 108 . 981 7.88 7.50 11073 S 30 77, V100 S 1460 10.87 10.87 0.96 186 0.96 188 .988 7.47 7.47 1673 S3875 1D320111 S 1307 4.37 1.50 g 1.58 188
- 8 3 7.47 F 1421 4.13 0.00 .904 7.50 12 22 73 41575 1D328111 3 1416 4.82 16 2.12 L80 104 .984 7.53 F 1470 4.18 187 0.92 186
.984 7.82 7.08 12 2S 72 4:575 2D207212 3 1470 4.41 186 1.47 g 2.12 1M F 1429 4.38 186 0.06 .994 7.64 7.75 11573 5 1-75 2021042 3 1444 4.38 187 0.50 1.C M 7.87 g 1.42 m gg F 1409 4.08 186 0.92 1.014 7.72 3D110322 S 1360 4.79 186 0.96 .004 7.34 g F 1372 4.75 9.54 186 1.86 1 80 m 7.46 121572 42575
' 1.021 7.57 3D120322 S 1407 4.80 187 0.83 9 gg 5,, .943 7.44 F 1401 4.50 186 1.42 .900 7.46 74 12 21 72 42&M 21H24 5 1322 1 75 186 2.75 '
F 7.00 186 7.26 2273 53075 1366 156 186 -4.33 1.000 7.5 21H30 3 .375 4.88 9
186 -2.48 5.M 186 1.006 m F 1406 4.64 186 2.90 88 -
7.48 2 673 52975 21H30 5 1328 1 30 6.56 6.99 188 F 1300 128 ISS -3.31 988 7.5 7.21 71072 52975 31H27 3 1307 4.40 F 1312 4.36 186 186
-2.40
,4,g, 1,,
.M m 7.16 21973 6475 2.58 .984 7.10 31H28 s 1401 4.38 186 DATA DATA 904 g 7.49 F 1362 4.14 183 MISSedGAeS$edG .994 7.23 gg 31H29 M S 1396 4.81
,,73 M
5.25 ISS m .38 F 1348 190 186 2.46 .981 7.18 7.28 2-19 73 6475 31H40 S 1364 3.26 186 g -1 98 7.16 186 1.018 7M F 1300 131 186 118 1.003 7.43 11 22 72 5 &75 7.44 31H62 S 1330 3.01 186 -182 g ,7,g7 3,4 12 7.42 F 1300 107 186 -4.25 1.038 7.77 7.80 2772 57 7E -
32H10 1406 S 4.12 g3 186 136 4,4, 3,3
.9 M m 7.83 5 2S 75 F 1428 4.00 182 3.11 .994 7.75 1 2S 73 32H2O $ 1384 4.50 187 -2.86 8.96 4,73 3,,
1.006 7.38 F 1427 4.46 186 1.93 1.006 7.72 7.56 13173 52275 32H32 S 1319 1 43 186 2.51 6.75 ,g,7, 3,, 1m M F 1326 132 186 -4.25 1.000 7.13 7.11 2972 51475 32H44 S 1364 1 10 gas -3.80 1.003 7.40 F 1411 106 186 4.38 1.003 7.86 7.52 113072 51675
- Elongation is defined here a disanos from beenna plete to stressing weeher.
- Total elongation is sum of eionpoon et the two ends.
T8ble 4.2 -Summary of force and 81onantion am*= durina "laaina in7s; nuevelit===
i o
5.0 TENDON WIRE INSPECTION O,a 5.1 Discontinuous or Missing Wires Thirteen wires from the twenty three surveillence tendons ahowed anomalies which are judged to be inconsequential to the overall tendon system.
Specifically, the findings are described as follows:
o One wire was missing from each of tendons 21H45, 32H40, and 32H48.
o Two wires were missing from tendon 31H40, o One wire in tendon 31H40 was too long and was removed.
This wire is listed in Table 3.2 as discontinuous; however, the wire was not discontinuous, but it was not fully effective either, o The buttonhead of one wire in tendon 31H38 was away from
( (g- ,
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the face of the stressing washer during detensioning. '
The wire is noted as ineffective in. Appendix E. The wire was found to be continuous and considered effective j in the report because the buttonhead pulled up against the face of the stressing washer during recensioning, o One buttonhead was missing from a wire'in tendon V75.
Since the buttonhead was not found, it was judged to have been missing since the original tendon tensioning.
l o Two wires in tendon 32H14 were buttonheaded on the shop l end, but no buttonhead or wire fragment was found on the field end. The wires were recorded as missing and were removed.
o One additional wire in tendon 32H14 was found to have pulled through its hole in the stressing washer on the field end. The wire end is lodged inside the stressing washer approximately two to three inches from the outside face of the stressing washer.
o Two wires in tendon 32H40 were found to have pulled through the holes in the stressing washer on the field
()
( j end. Both of the wire ends were lodged inside the stressing ' washer approximately one inch from the out-side face of the stressing washer.
5-1
All surveillance tendons were detensioned and visually inspected for m
k,) missing wires, however, two of the 23 stieveillance tendons vers not sub-
. )'
~jected to pulling each wire and observing motion on the other end as specified in the surveillance procedure (Appendix A). On those tendons (32H40 and 32H48) the stressing washer on the field end could not be push =a along the tendon far enough to allow pulling on each wire to positively check wire continuity. In these cases, some of the wires were checked by pulling the wire and observing motion; the remaining wires were checked by pulling on the free end of the wire until the wire held a force higher than the force normally needed to move a wire.
5.2 Wire Inspection and Testing One inspection wire was removed from each of tendons VSS, 2D08, and 32H14. l
(,)
7'~x Anomalous wires were removed from tendons V75, 31H40, and 32H14. All the
, )
l
)
wires removed were inspected and had no visible corrosion at the time of l removal from the tendons. The wire inspection data sheets are included in Appendix G. Wire samples were field tested and shop tested according to ASTM A421-74 which specifies a gage length of 10 inches, a minimum yield strength of 192,000 psi at 1.0% extension, an ultimate strength of 240,000 pai, and ultimate elongation greater than 4. 0%. Details of the field wire test results are given in Table 5.1. The wire test data sheets are included l in Appendix H.
l l
Twenty 100 inch wire samples.from six wires were field tested according to ASTM A-421 except for gage length being 100 inches instead of 10 inches.
I
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The results are tabulated in Table 5.1 and are described as follows:
's 5-2
t .
-l
) o The buttonheads on two of the wire samples from tendon 32H14, wire number No. 1, pulled through the tensile test stressing washer, and the' tests were considered invalid leaving eighteen field performed tensile tests
, for further discussion.
o Of the remaining eighteen tested wires, twelve had yield strength equaling or exceeding 192,000 psi and six had yield stress from 174,000 to 192,000 psi.
2 o .The inspection wire fram 32H14 had two 100 inch samples with ultimate strength less than the guaranteed minimum ultimate strength of 240,000 psi and one sample with an ultimate strength greater. An extra 100 inch sample was tested. The additional 100 inch sample had ultimate strength of 237,000 psi -- less than the required 240,000 psi.
o For the twenty 100 i: a samples tested, all the samples which had ultimate strengths exceeding the required minimum had acceptable elongations. The two invalid tests and the samples having ultimate strength less than 240,000 psi had elongations less than the required 4.0%.
( To further investigate the wire strength results for tendon 32H14, ten
-additional samples were taken from the inspection wire. , Tensile tests were performed on 10 inch gage lengths by Pittsburgh Testing Laboratory.
All of the 10 inch samples failed inside the wir4 gripping jaws making the tests invalid. As shown in Table 5.2 eight of the ten samples tested had a stress at 1% elongation less than the required 192,000 psi. Four of the samples failed belew the required 240,000 psi. Two of the samples had elongations less chan the 4.0% required.
Since the test on the first set of 10 inch samples was invalid, nine additional wire samples were tested to further investigate the wire strength for tendon 32H14. These samples were buttonheaded and tensile tests per-g formed by Hales Testing Laboratory according to ASTM A-421 except the gage J length ranged from 10.2 inches to 12.7 inches. The results are given in 5-3
e TableY5 .3.
( Seven of the nine samples tested had a stress at 1% elongation less than the required 192',000 psi. Tub of the samples failed below the required 240,000 psi. All the samples had adequate ultimate elongation.
r A metallurgical investigation was conducted into the reasons for the low values obtained on some of the tensile specimens from tendon 32H14 (Appendix I).
The investigats.on included a chemical analysis of the wire, a metallographic and scanning election microscope examination of a failed end, consultation with supplieri, of tendon wire materials, and a review of published literature I
on the subject.' The chemical analysis of the material shows that it meets the requirements of ASTM A421. The metallographic and scanning electron microscope examinations show no evidence of any unusual conditions which could have led to early failure of the material. Supplier contacts and a l study of the literature indicate that the loss of strength was most likely !
due to plastic straining of the wire as it was removed from the tendon by pulling it over a 12 inch diameter sheave. During tensile testing, the wire was straightened thus reversing the plastic strain. This strain reversal reduces the mechanical strength of the wire material (this ,
phenomenon is called the "Bauschinger ef fect") . The conclusion reacht.d in this study is that the results obtained for the inspection wire from tendon tensile test 32H14 are not indicative of any deficiencies in the wire but rather are due to improper wire removal procedures.
l l
Further investigation should be cone during the next scheduled tendon surveillance (the five year surveillance) to verify the conclusion reached in the metallurgical investigation. An additional inspection wire should be removed from tendon 32H14 and tested for tensile properties.
5-4
1 To assure representative tensile test results, the wire must be removed in a manner which causes no damage or permanent deformation to the wire.
Therefore, the test procedure should be revised to specify wire removal in accordance with those requirements.
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Sample 1% YieM Ultiensee Percent Loescon Of Tendon No. Sample No. Length Stress Stress Elongetion Feilwe *
(in) >
(ksi) (ksi)
V55 1 100 188 251 5.4 M 2 100 207 248 5.4 M 3 100 200 248 5,9 M l 2 DOS 1 100 218 256 4.0 M 2 100 215 254 5.1 M 3 100 220 256 4.8 M 32Hl4 1 100 174 244 5.5 M
.l 2 100 174 229 3.7 M E
3 100 192 234 5.3 M
['
4 100 177 237 10 M V75 ,1 100 207 251 5.8 M 31H40 1 100 218 252 4.1 BH 2 100 2?4 258 5.1 h !
3 100 218 258 4.9 M 32H14 1-1 100 214 244 8.1 M 1-2 100 136 207 1.5 BH 3 1-3 100 185 227 2.3 BH 1-4 100 177 246 5.1 M 1-5 100 181 248 5.9 M 2-1 100 219 248 4.2 M
- BH - within 1 inch from buttonhead M - greater then 1 inch from buttonhead Table 5.1 - Wire test results 5.6
Sumais 1% YleM Unenum Posse Lassaan Of -
Tanden sea, ammons k anum seus p.e
- Lanon stoneseen (kg (tm4 (ks4 atH14 1R 10 204 aos A7 Ortopene issue 2R 10 1e8 244 2.8 O'N M
~
3R to 1s Ge6ppenejoue tot 244 k
.n 1. 1 . o a m i.-e sa to 17s 234 ts GW l'"o 2 en io In 234 s.3 0' W l==e l
j ra 88 to 18 in 188
=
343 u a, n. i e Gatyping inne A1 en to 1se 343 (1 o,1,,ineis=*
,1, 10R 10 aos 235 43 Geloping lowe Nees Inforwiseten not used . See pues 5-3' Table 6.2 - Tensile t.sts by Pittsburgh Testing Laboratory O
Sampde 1% YleM Uhlames Pweent Lesseen of Tendon Ms. Sams s k e M Stem 888u tiengs'oen Fahare
- lini (kal (hal j 3tH14 1 12.3 204 245 L4 GH 2 12.4 183 246 7.0 M g- 3 12.7 201 238 7.4 M 4 12.4 tes 231 &5 M S 12.2 178 244 7.2 M
. ,z, 1. . .7 ,.
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a 8 12.4 100 248 7.3 L.
a 9 10.2 179 244 &3 3H
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6.0 TENDON RETENSIONING AND RESEALING The surveillance candons were recensioned equal to or greater than the liftoff force nessurements obtained during decensioning. The liftoff force of 22 of the' 23 tendons was equal to or up to 3 percent greater than the lif tof f force during detensioning to allow insertion of suf-ficient shims to obtain the needed force. The remaining tendon (31840) had low liftoff force based on the surveillance procedure in effect at the time of detensioning. The tendon was recensioned to a value ap-i proximately 15% greater than the recorded liftoff force at detensioning to obtain the liftoff force at retensioning during the 1 year surveil-lance. Elongation measurements were also taken during retensioning.
A summary of the force and elongation data during retensioning is given in Figure 6.1 with the field data records included in Appendix E.
After each tendon was recensioned, the grease cap was reinstalled and new sheathing filler was pumped into the tendon sheath to replace that !
which was removed during the surveillance test. The data sheets for l l
sheathing filler removal and installation are included as Appendix C.
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V15 S les - 1.72 -1.72 isissasse 1U1 12.92 12.32 1464 face 1> 0,M Its 2/2BM V40 E 105 -1.48 -1.48 % 17 1730 12.e1 1454 11.34 tes 12.01 11.34 1.20 2/23/n VW S 15 4 80 4 es -0.20 1727 1&27 1427 1433 12.07 0.M 15 12.07 4/13/n .
V75 3 100 -1.M -1.79 -4.40 1M2 1144 1144 1471 11.10 11.10 e.79 15 4/14/77 VUE S 185 -1.18 -1.18 0.34 1730 12.85 12.85 1412 11.34 11.24 0.85 188 4/12M 1020 8 185 1.00 2.81 0.48 11. 3 9.47 0.47 188 i P 202 0.e5 1771 E10 1417 4 72 3/7/77 1038 5 185 1.11 III' IIII '*'
191 0.es 11.70 O.35 0.81 188 3 4/77 F tes 2.30 1771 S'.4S 8 25 1484 A8E 2000 S 181 0.25 180 1.50 -0.18 10.4e 1 82 0.85 15 5/1em F 1.25 1782 5.73 1308 438 2011 S 191 0.78 1792 5.30 1463 450 gg gg,, 9.16 0.54 1es 5/18/77 F 183 0.43 1718 5.15 138 4 88 2 00 3 183 2.20 gg, 1,,,
W W 12.82 F 191 0.30 10.73 1.00 188 5/12/77
, 1792 &S2 1375 L16 E21 S tes 0.54 1738 5.50 1378 4 72 F tee 1.40 gg 9.42 0.54 les 3/11M 1771 s.56 1427 4.70 21H42 S 105 - 137 1738 5.91 5.04
, 9, 9,4 13e5 F tes. -1.54 1771 5.56 1400 Ace 1 72 1M tes W22/77 21H45 3 185 OJO 1727 E35 ' 1308 g, 4,4 g g,, 7.21 F 19e 8.35 1U1 5.54 1438 4.70 2.02 185 WUM 21H53 5 15 -2.e5 4.70 0.90 " 12.30 F tes -105 1771 & 70 1423 5.es 10.72 2.10 its 3/23/D 31H30 3 100 - 403 , ,
1782 LO4 33,3, m 4.5 9.14 F 181 - 1 42 1708 LII 1380 2.18 13g 5/4/77 4 29 31H30 S 191 -114 1792 6.25 13 0
,g,, ,g,, 5.22 F 183 -3.28 12.M 10.20 2.40 100 54M 1718 E02 1332 EDS 31H40 S Its -3.00 1752 tes 1300 5.00 F 17s - 120 4 80 LOS 1888 5.92 1100 1301 5.16 10.79 W Its e 31H41 3 191 2.88 1792 4 ,, 8.82 g 1387 5.70 F 183 - 107 1718 10.e5 2.32 188 5/s/77 5.96 1301 L18 31H00 -2.55 5 191 1792 0.e5 9,,,,
M W 10.33 2.18 138 F 143 -2.M 1718 ES) 1385 123 5 4 /77 32H14 3 100 -148 1887 E00 1348 E42 F 184 -2.87 2 90 M 182 M 1732 te0 1383 E11 32H24 3 185 - 1 42 1738 5.64 1323 4 ,, g ,g 4.55 F 180 -2.27 1771 e Se 10.25 2.97 188 3/30 M 1341 5.70 32H40 3 185 -4.38 1727 5.25 1340 171 F 100 -4.50 1782 7.00 1.06 183 4/25M 4.83 1356 1 95 O 32 Hee 3 F
185 1es
- 198
-405
,&,1 4,,, W 1792 E47 5.50 10.97 1370 A48 8.90 2.71 185 3/25M
- E% is denned here as Ifue destenes fnwn tuertne isises to stremanme wouhar.
- Toses alonese6en is swn of esensemens at the two ends.
++' chenes et eiensesen notween dese==ine one ,==es ne for m s .ww. nones.
Table 6.1 - Summary of force and elongation data during retensioning
- O'I 4
APPENDIX A i
l REACTOR BUILDING TENDON 1
SUkVEILLANCE PROCEDURE l
OPERATIRG PROCEDURE -
NO. 1304. 91 ARKANSAS NUCLEAR ONE ARKANSAS POWER AND i
i LIGHT COMPANY f
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i 1hrm h-23 7 X111JIIT VI < A "*
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- M57.*W.S IC0 R f, LIGi? COMP 10.*Y ,.
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ARr7NSliS 1:1X1E/JL Q?.; l'
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, . RECORD 0" PRXIDUIE GIA.*:CS Is;D /d%tr/M.S .
PTCO'DUE IMGER: -
1304.91 PEVISIQ4 IMGER: .) -
PICID.IPE TITir: Tendon Surveillance *
'JElf0PJsRI G11NC:l l EXPIPJsTIQ1 D/iJE:
O!/N G liO: 'IC-PE!W:CT O!!?iG:i X l
- CLANG IMGER: PC-1
- IN3ENT cl;62: l l NO NIENT OGNG: l X l ,
LNIT AITECCD ANO-1 R '
NO-2 l l-Q Mg; r y ,.
Pis!UGRi&il NLICER(S)
E ME K HH IESCRIPTIO'V. -
(W .lE..% -l V']
. J78 t E En,#b ,
- f
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App. B . . Change""52; inch length, of 186 *
wire ten, don".'td."69 inches length. !
- 1. A ' ' ' -
'of 206 wire' ten' on"'! . - ** d
- 1
-I.'"".".'".*
1.D .
Change .to "10 sets' of 4" shims and 1, set of 3"' shims. -
.- Drawin'g -
' Change t ndon lengt from52behtc'6'~.iN6. 9 ;
C-98 Rev. 3
~
- ... .... . . ' ~,, . ,, :. .. . . .. . : :. . .. *. . .: ., .,.. . .: '.. ;- . . -: '
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... . . . . .. .. :s... .<' . .
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. . . IW1 OWE E'Sl l IQ X ! .
lutw 107, OLM::: .
Change in the way CONESCO will perform Ram Calibration Procedure.
Iu m ;arD nr N ,.,g.g vmW En k /8 / 7 7 ll APPIOV1D Drh 919// / /(k& 4 In91 TION: Mw, se,. I M E j - 9 #7 /)
APPIOVID 11 7 Mm/// c/h POG1TICN:2 pe,. //</ $,MTE1E .MdM 1T.C 13.V11M:
/ DNil : l nnfwnummag re.wu
Pge l of 2 ,
RAM CM.IBRATICH EQUIIEME2nS APPENDIX,B ,
1.0 CE2ERAL
%e ram calibration arrangenent is defined on Drawing C-98, Rev. 3 which is included in this Appendix. Also included in this Appendix is the Ram Calitation Procedure. @e arrangenent shall be located on the mncrete slab shown en F5K-C-975 Rev.1. Se following equiptent is required for calibration:
- a. 'IWo tendon washers, one on each end of a 69 inch length of 206 wire tencbn. The ram will be coupled to the tendm washer during calibration. S e details of the tendon washer are s!r m on the post-tensioning system design drawings. An index to these drawings is provided in Appandix D. .
- b. One load cell. bearing plate. The details of this bearing plate are shom on Drawing SK-C-518, Rev. B which is included, in this Appendix.
- c. One 2 nillion pound capacity load cell and FDX-8 indicator for reading load cel'. force. The load mil is sh:mn in Drawing 97052 shich is 12v-hN in this Appendix. The load cell O shall be supported by the support sham en ISK-C-974, Rev. O.
- d. 10 sets of 4" shims,1 set of 3" shirs.'
- e. Timber blocking as shme en Drawing C-98.
We above equiptent is in the possession of Arkansas Pmer & Light (bapany, and may be used for ram calibration.
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ARKANSAS POWER 6 LIOTT COPAW 7 1
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RE00RD OF REVISIONS AND APPROVAL 1D STATION
.m L E
, . PIOCEDJRE h4SER 1304.91 Rev. 2 FRX'EDURE TITIE anactor Building Tendon Survsillance .
I SRC REVIBf REQUIRED
- Yes / / h /T7 APPLICABLE INIT Unit 1 W t! nit 2 / /
- ~
REV. PdiVIEW RECCME.\'DED FOR
- 70. CO NITIEE DATE APPROVAL BY a _ CGNE.TS \
E hL l24l77
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l FINAL APPROVAL: -
P!AhT"5UiT.PINil!NDINT DATE REVISION NO. .
Q. _u cr / I'D-7 7 N ~
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. a :s 1 Form A-2C l Arb a=9s Power 6 Light Company , ,.
.- Arkansas hbclear One ,
. Internal Procedure Development Record
,. PROCEDURE NO. 1304.91 Rev. 2 PRO DURE TITLE Reactor BuildLw 'nmcbn surveillance .
Date //25/77 Handwritten Draft Prepared by e_,, /,
Typed Drift Reviewed by 4241 Date 2.) f7 Sopervisor's Approval b b A j s? Datef! 79
, wy= -
a i 1
When this, form is cocipleted, the procedure should b,e free of typographical, ,
spelling or femat errors. Supervisor's approval here indicates t!u.t the procedure has been checked for conflicts against the Technical Specifications 4'- .
and to his knowledge contains none. - - - - -
kn: '
5 3k 'Ihis procedure l's now ready for submittal to the Plant Safety Comnittee.
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N -
57
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Form A-28 t.
[1T .
APX8' 3 POMR 4 LIQir C04 PAW k P.s ,
ARKN"AS NUCLEAR ONE
. Piid.-r NIAGER 1304.91 Rev. 2 r
Reactor Building Tandcn Survp411rnee
, PN)CE!1RE tin.E I
PECORD OF REVISIONS t
Paragraph Namber Description of Change Date l
- Revision )
0 All In4*4=1 Issua 3.3 Added retensioning value 3-5-75
- 1 1 4.0 Cham.;ed reference frcen W4v E 3-5-75 to Appendix D 5.1, 5.1.1 1hferenced Data Sheet il 3-5-75 1
5.1.3 Allowed use of standard 3-5-75 1
I laboratory fonns .
\
1 -
5.1.5 Deleted ccnjecture on why 3-5-75 .
filler could.not be tan celered 5.1. 6' Referenced Data Sheet #2 3-5-75 1 n 5.2.1, 5.2.2 Deleted 5.2.3, refemnce for 3-5-75 1
- data recording & added reference 4 ,.to. Sheet #2:in-these sections . . .4..,...... . i
. . . . ;.. . . . . .- . . . , . t :3 . - 6 ...p,
<. ..,n " . u .r. m . a J. . < . s . . . . + ; . :. . . .. .
s.r.. a.s..:,....:a:. e ,.-' ' . . -
3 4 75..
6.0 ticu 11.0- Added sections l' ,
-
- 3.1 -
Delete'2 years - -
1-14-77 2
3.3 Delete "to 80% its specified 1-14-77
~2 -
7 mini- ultimate strength which is i.8) (240 KSI)"
' ' ,T.C.' #3 .1-14-77. '
.,/. : . . . 's3. 4. . ' .<' . ' ,. ,, , Change 2090P 2Ito. 2090P
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1-14,-77
. 2 , . 4.0 ,, ,,, Change. Tendon pumbers - .
,.c. . .
- .7 ; q . . + , . .;',-g. . ge3,1 r '. 'i?.O$ "and' inMe' ah.' air 'l-14-77.. '.
P021 CmNG 711IS REVISION: Yes / / No /E7 -
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. . . ',. .' . . :,. (List any fanns changed). . . _ , . , ,. . . 3. ,. ,. . ,' .{ . ,,-[
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Fom A-28 ARKANSAS POWER 4 LIGI' CmPAW ' '
V
PPnrmRE htNBER 1104 A1 w7 ,
PROCEDURE TITLE pees animim meann sur,=illanc.
.- REEmD OF REVISIONS Paragraph hb::iber Description of Change Date Revision 2 5.1.5 M)ve the last sentana to be 1-14-77 stated after the 1 quart senple of it shall be obtaimd 2 5.2.2 .
Delete " bushings" .
1-14-77 2 6.3.1 Delete "and interior contaiment 1-14-77 air" 2 6.3.5 , Change "show a variation of +50PSIG l-14-77 _
or less" to "a m within a range of T . 100 PSIG".
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'7.2.2 ' - '
Add " Data Sheet #3'* aftei the * 'l-14-77
. end which is to be cut shall be recorded en and change the second Data Sheet #4 to i3 2 8 Delete.., "and a 1-14-77
. s. . m . , . .>... . : . : . ..v. 1.3; . . . i. :...
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Change 1-14:.77 1-14-77 2 8.2.2 ,
Add "Visconorust 2090P" 2 9.1.2 . Add " force" after liftoff 1-14-77 2 . ipp., p .. . .
. . , ,..., 1.0 a- . . , * . Charige ""50 inch" . to "52' inch" .
.1-14-77 '
- 1. 0 c - Gange drawing "C-55070" to ~1-14-77 "97052" *
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RBI CiL%'GE 'IllIS REVISION: Yes / / No / x / * *
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ARKANSAS PolGR 4 LIGIT CDdAW.
ARKA! GAS NUCI. EAR ONE PiiOuwdRE h1h2ER 1304.91 hv. 2 mactor sni w gn Tendon Surveillance
. PROCEDURE TITLE RECORD OF REVISIONS Paragraph%. rber Description of Change. Date Revision 2 B Change "one 3 inch SHIM" to 1-14-77 Apo.d r.0 5 sets of 3 inch SHDE,1 set of 1 inch SHDE, 2 sets of 1/2 inch SHDE and 1 set of 1/4 inch SHD6 2 0' l . 0 Change to 2.0 and rewrite 1-14-77 2 AEp. C 2.0 Gange wire stress .
1-14-77 .
3.11 of Q.7 fW to .073'D l 3.12 3.13 .
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1-14-77 '
Delete (3) for Filler Re:cval 2
Data Sheet 1 and (4) for riller Installation 2 Data Sheet 3 Change itan for Detensioning and 1-14-77 and aetensicning from "Dcternal .
(bncrete & i.n. .te.rn,al a.ir temp. ".. , . ,~ .~..-
r.. . +.;. , . . . ; ; ,, ; . 1 ~,s . .? . , .:. .s :
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Deternal co:ncre.te tenp.,,.
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d 2 Data Sheet 6 mange "'Itmsicning Ebree 1-14-77 to " Tensioning box-8 Reading" .
and "Detensioning Ebree" to Detensioning FDX-8 Baading Dcact Gage Ibading . .
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R)fBt CHANGE 111IS REVISION: Yes / W No / /
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d :.,, (List any fo ms changed)
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Data Sheets 1, 3, 6 . . .- .
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Form A-4 l
PIOCEDURE REFDtENCE MATERIALS
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1304.91 Rw. 2 ppnrmRE ?@tBER N TITLE Reactor Building Tendon Surveillance t
I l UEM REFERENCE USED IN PROCEUJRE DEVELOPMENT m ..
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1 AIEGNSAS NUCIEAR CNE INIT CNE REACIOR BUILW.G
'IINDCN SURVEILIANG P10CEDURE J e e * * , . .
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1.0 PURPOSE 2.0 SCOPE ,
3.0 GENERAL REQUIRDOES 4.0 SURVEILIANG TENDCNT, 5.0 MK10 RAGE Atc SHEA2HING FILIER INSEECTICN l
6.0 TI2ECN IEITNSINING 7.0 '!INDW WIRE IliSPECTICN ,
8.0 '!!NDW REITNSICNING MO RESEALING -
9.0 EVAIUATICN & DATA AND CORRECTIVE ACTICN 10.0 DATA REPOICING AND RECDRDING O . ..
u.0 APPENDIGS A ' PRXIDURE FOR IADORA20RY 'IESTING T SHEADIING FILIER (VISENORUST 209CP)
B- PAM CALIBRATICN REQUIRENENIS C- FORCIAE FOR NCEMALIZING EAC2bRS l D- INCEX 'IO POST 'IENSICNING SYSIEM EESIGN DRMINGS
. E- SURvEILIssCz DATA SHEERS ,
O
O LL92 & FIGURES Figure Title I
swxion Surveillance cb, te (b Gage 2 Tendon Surveillarice Wire Puller 3 Ten @ n Surveillance Wire Puller Ditalls 4
h1iM Average '1%ndon Wire Ibree VS. Tine Plot O
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Page 1 of 11 s
1.0 PURPOSE 1his procedure &4ff es the wrk to be perfW and the equih>-
ment to obtain the data necessary to assess the centimiing quality and strr+=1 performance of the a:ntainment post-tensioning systam.
- 2. 0 SCDPE Each surveillance shall consist of the following:
2.1 Visual and laboratory examinaticn of sheathing filler sagles from ecch of the 21 surveillance tendons.
2.2 Inspection of the anchor assembly of each of the 21 surveillance t=endi for deleterious conditions such as corrosicn, cracks missing wires or offsize'buttenheads.
' 2.3 Phasurement. of the liftoff force for each of the 21 surveillance tendcns.
2.4 Detensioning of each of the 21 surveillance tendens and
, checking wire continuity by pullir4 wires and observing their
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ncmrent at the oppsite end.
2.5 Rencval of a minimLzn of one wire frca 3 selected surveillance ten &ns for examination and testing.
2.6 Retensioning of each of the 21 surveillance tendens to the liftoff force measured in Section 2.3 above less the effect
,of any wires renoved, and measuring the correspcnding tendon
=17 tion.
2.7 visual inspection of wires remen,ul frcm tendons.
2,8 'Insting of wires removed from tendons for yield strength, ul*4==+e .L.m.;th, and percent elongation.
2.9 5: valuation of test and insAn results to assess the general condition of the pst-tensioning system and evaluate time dependent factors such as prestress losses and corrosicn.
3.0 GENERAL REQUIREM!NIS 3.l' 'Itndon surveillance shall be performod 1 year, 3 years, and 2 5 years fran the date of the stmetural integrity test Otr. A 14, 1973) and at five years intervals thereafter.
a 3.2 '1%ndan surveillance may be conducted during plant operation.
Page 2 cf 11 3.3 If tendon surveillance is conducted during plant operation, no more than one survuinance tendon shall be detensioned at any given time. In the event that adjacent tendcns must be checked, the origital surveillance tenden shan be '
retensioned by the method as described in Secticn 8.1 of 2 this g bre before any other tendon shall be detensioned.
3.4 'the elapsed time between removal and replacement of sheathing
, filler frcm a tendon shan not exceed 3 weeks; during this period, tendcn end anchor shan be protected with Viscosity oil Catpany Viscorcrust 2090P. ,
3.5 All instrunents used for the co nection of data must be calibrated prior to' and after the tendon surveillance.
3.6 le changes will be made in this procedure without the written approval of the ANO Plant Superintendent.
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4.0 St.RVEH.IANG 'IINDNS
'!Wenty-one(21) ternans have been designated as surveillance tendons.
'the surveillance tendons consist of ten hoop tendora et least three in each of the three 24,0* sectors of the Reactor Building; five vertical tendons located at apprcximately equally spaced intervals; and six dcme tendcos, tpo in each of the three groups of cbme tendons. *
'the fonoving tendons have. been designated as survenlance tendens: .
Begion Tendcm Ntzrber 21 H 27 21 H 45 31 H 26 31 H 38 HOT 31 H 50 21 H 36 2 32 H 14 32 H 24 32 H 40 32 H 48
' V15 -
V40.
VERrICAL V55 V75 l V95 1D 326111 l 1D 320 H1 '
DOMS 2D 204 212 O. 2D 213 212 3D 108 322 2 ,
l 3D 122 322
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Page 3 of 11 O .
Se t. t. nme= ring system and tendon Lme4ms are defined on the desi. .rwings for t.he post tensiming system. An index to these drawl is prt:rN in Appendix D. .
5.0 N;CC:L*G AND SHDdHIC FILIER ESPECEICN 5.1 Sheathing Filler Se sheathing finer may be in liquid, gel or solid fozm.
M1-te romwal of sheathing filler is not required provided that au filler which has drained out or been renoved during surveillanca is replaewi. Provisicns shall be made to collect all finer which is renneved in such a manner that the voline removed at each tenden is known and recorded on Data Sheet #1.
5.1.1 Se ctat=4=arrt exterior concrete temperature near the ,
tendtm shan be recorded on Onta Sheet #1.
5.1.2 So identified one quart sa::ple' s of sheathing filler shan be obtained frcm each of the 21 tenck:ns to be inspected (one fzt:rn each end) .
O .- .
5.1. 3 he following et=4r=1 tests shan be made en ene of the samples fran each tendon. 2c test methods outlined In Appendix A of this procedure shall be used. Results . ..
of these terts shall be recorded cn forms provided by the testing laboratory.
- a. Water Soluble Chlorides
- b. Water Soluble sulfides
- c. Water Soluble Nitrates
- d. Neutralizaticn Nur:be:-
- e. Water 0:ntent by Weight 5.1.4 he test results shan te ccmpared with the acceptance criteria outlined in Section 9.3. We seccnd sample fran each terde shan be tested only if the test results frcm the first sa.ple cb not meet the acceptance criteria.
5.1.5 Se finer caps shall be ruoved frcm both ends of the tenct:m and the color of the filler shall be ccmpared '
to that of unused filler. If tan colorod finer is found, a representative 1 quart sanple of it shall ;
be obtained. S e results of this cast shall be I recorded cn Dsta Sheet #1. If after 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> of storage the finer is still tan colored, it shan '
I be analyzed as described in Section 5.1.3.
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Page 4 of 11 5.L 6 the ocupleteness of sheathing fillar coverage m the inside of the filler cap, bearing plate, buttonheads, ander head, and shims shall be nhaarved danadiately after reoval of the filler cap and recorded on Data Sheet #2.
5.2 Inspection of Wrmge 0:mpcments ,
The tendcm and ard,x-rfe acrrponents shall be cleaned using ANO Plant QC approved solvent. After cleaning, the ocuponents shall be Jrwtad.
5.2.1 Buttonheads shall be inspected for shape, cracks, -
y---sim and general appearance. During the initial surveillance, each buttonhead shall he inwt-d .
using a @, No-Go Gage as shown in Figure 1 and data recxarded m Data Sheet #2.
5.2.2 1he anchor head, shims and bearing plate shall be 2 irspec.i.ed for corrosion and cracks. Datt shall be recorded on Data Sheet #2.
6.0 1ENIXN IE1ENSICNING O 6.1 Ram alibtim i All gages and rams used for tensiming and detensioning surveillance tendens shall be calibrated in accordance with the <alibration requiremnts presented in Appendix B.
After initial <-=14hr= tion, gages and rams may be used throughout the surveillance without additional calibration. Pelibration will be required in cases where repairs have been 9 w on damaged aq'i:==nt. N14hr= tion will be verified arter the ocupletion cf all tendan surveillance.
6.2 Safety All ; .mus_1 cm work plat.?xms during ter=4 ming operations shall be fei14=" with and cbserve the fbilowing safety precautions:
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6.2.1. Perscnnel shall not stand behind the rams while the rams are pressurized.
6.2.2 Personnel shall keep hands and fingers away frca the tenden and rams while the ram is pressurized except as required to remove and install shims, take liftoff z==di v , and make elongation measurements.
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. . l Page 5 of 11 6.3 Detensioning sequence Wirtical tendens shan be detensicned frern the dee. .In 3 the case of hoop and dame tendons, vhere tenswning are done !
from both ends of the tendon, a reliable means of cerrrmnication between the crews on both ends of the tendon shan be pro-vided. Ram force shan be incramcai or decreased at the same 1 rate at each end of the tendon. ,
2e detensioning sequence shan be as follows- I 6.3.1 2e containment ' exterior concrete tarperature near 2 l the tendon shall be recorded on Data Sheet #3. j 6.3.2 2e nunber of effective wires shan be determined and recorded on Data Sheet #3.
6.3.3 2e initial liftoff elongation shall be measured within
+0.02 inches and ramM cn Data Sheet #3. El - tion Isthechangeindistancebetweenthehearingplab and the anchor head.
6.3.4 2e ram shall be attached to the tenden anchorage.
S e pressure gage shall be attached to the ram, checked for da==, and the dial adjusted to zero pressure
- 6. 3. 5 2e liftoff force shall be measured repeatedly tntil three consecutive measurements a-e within a range of 2 100 psig. Liftoff force is the minir.t:a force at Miich shims can be noved by pounding with a hca.mer (Approx-imately 24 oz.) . W e average of these three consecutive ;
measurements shan be recorded en Line 5 of the Deten- l sioning Section of Data Sheet i3. l 6.3.6 2e shims shan be remwed and the tensioning force shan be Isduced to zero.
6.3.7 We tensicning force shan be increased to 1000 lbs.
per wire and the tendon force and corresponding elongation shan be reasur:d and recorded on Data Sheet i3. Wis is necesser/ because the ram is
< almeated for increasing loads only.
6.3.8 he ram for shall be reduced to zero, the pressure gage detached from the ram, and the ram detached frctn tendon end anchor.
O Revision 2 1304.91 January 14, 1977
. s Page 6 cf 11 7.0 TENDCN WIRE: INSPECTICH 7.1 Broken or Missing Wires 2 A porcion of the wires in each surveillance tenden shall be inspected for continuity by p21111g one and of each wire to be checked and observing the nevernant of the buttonhead at the other end. Any broken or missing wires shall be shows an Data Sheet #2. Broken wires shall be rem:rved and examined to determine cause of breakage. 'me number of wires checked for continuity shall be determined in the following maru.r:
, 7.1.1 A minima of 62 wires in each surveillance tendon shall be checked for continuity. 'me wires diecled shall be located in two 60* segments which are 180*
apart as illustrated by segments A and B in Data Sheet #2. If no broken wires are fouid in the first I 62 wires checked in particular tendon, no furtjier !
checking is required for that tendon.
1 7.1.2 If one or nero brokon wires are detected in the first l 62 wires checked in a parHmiar tendcn, the nunbar of wires checked in that tendon shall bs increased to 124. 'the additional wires checked c:all be located I
in two 60' segments 180* apart aa; illustrated by segments C and D in' Data Sheet #2.
. .. . . . .c .
- 7.1.3 If twa of more broken wires are detected in the first 124 wires checked in a particular tendon, all the wires in that tendon shall be checked for continuity.
7.1.4 If 3 or nore broken wires are detected in a particular tendon, all the wires in the adjacent tendans on eacit side of the deficient tendon shall be checked for continuity. .
CMTICN: Note Section 3.3 7.1.5 If both of the tendons adjacent to the deficient tendon contain less than three broken wires per tendon, the deficiency shall be considered to be unique and acceptable.
7.1.6 If either or both of the tendons adjacent to the deficient tersan contain three or nere broken wires, an engineering evaluation of possible degradatias of the post tensioning system shall be nede and h= anted.
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Nwision 2 1304.91 January 14, 1977
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Page 7 of n 7.2 Wire aeroval .
a
%roo tendon wires, one each fmn a horizcntal, d:rne, and vertical tendcms, shan be removed for tasting and inspection.
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me t- --% for wire renoval and inspection is as fonows:
7.2.1 Both ends of the wire to be removed for surveillance shan be marked and its locaticn shall be recorded '
. cn the and anchor sketch form Data Sheet 2. 2e cor-rw ding wire ends shall be identified by pulling at one and and observing which buttonhead novos at the other end.
7.2.2 h e wire shall be pulled toward the end to be cut and a file shan be used to notch it whtely two inches from its end. Se and which is to be cut shan he recorded cm Data Sheets #3 and #4 and the 2
<harton from the notch to the outside of the buttonhead shall be measured with +0.02 inches and
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rearded cm Data Sheet #3. .
7.2.3 2e wire shall be cut betw;en the buttenhead and the notch.
p 7.2.4 2 e remaining portion of the wire shan be removed -
V. '
using the wire puller shown in Figures 2 and 3, and cleaned with solvent. Se wire shan 1:e inspected .- - -
and any dansge or corrosion shan 1:e recorded cn Data Sheet #4. He corrosien levels are defined on that sheet. %e distance fmn the notch to the cutside of the bN==d at the incut end shan be measured within +.25 irx:hes.
7.2.5 ne new and previous corrosion ratings shall be ccupared, and significant differences shall be noted.
7.3 Wire h ating Tensile and elongation tests shan b2 perfcInnd cn the 3 I wires rutored. Che tensile test speciren shan be taken fmn I each end of the wire and cne at mid-length. Iangth of wire specimens shan be approximately 100 inchas long. Additional specimens shan be taken fmn areas which have a corrosion rating twa or more levels greater than the average description of the wire. Tensile tests shall also be made cn at least cme specimen fmn each broken wire recoved. Se test specimen shall be taken fmn near the wire break and shan be approximately 100 inches long. Data shan be recorded on Data Sheet #5.
C krvision 2 1304.91 January 14, 1977
Page 8 cf 11
- 8. 0 M REIINSICNING AND RESEALEX3 8.1 Retensioning Retensicning of the hoop and dome tendens shall be acasglished by stressing frtza both ends. Se vertical tendens shall be retensioned by stressing fran the deras. All data and events which occur during retensioning 'shan be shu.d on Data Sheet #3. Se retensioning n 34m shan be as follows:
- 8.1.1 2e nuser of effective wires in the tenden during retensioning shan be detemined and recorded cn Data Sheet #3.
8.1.2 he ram shall be attached to the tenden anchorage.
S e pressure gage shall be at* h to the ram, checked for damage and adjusted to zero pressure reading.
8.1. 3 he ceremi==It exterior concrete 6pture near the 2 tencbn shall be recorded on Data Sheet #3. ,
l 8.1.4 2e tensioning force shall be increased mtil average )
wire force is 1000 pounds per wire. Se tendon force i and cou+ ,---Aing elongation shan be recorded cn Data Sheet i3.
8.1.5 he tensioning force shan be, increased mtil'the ,
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'~ average wire stress is 80% of the scecified'minimun ultimate strength of the wire which is 0.0 x 240 ksi.
Se maxnitra tensioning force and the correspcudirq
. elongation shall be recorded cn Data Sheet #3.
8.1. 6 Sufficient shims shall be installed to obtain a liftoff force equal to, but not less than, that measured as per Sectica 6.3.5 less the effect of any reduction in the nunbar of effective wires. If tensioning force drops belcw the desired liftoff force, the tendan ,
force shan again be increased and recorded uttil l average wire stress is 0.8fpu (which is 0.8 x 240 ksi) before installaticn of shim. Any changes in the l shim thickness shall be recorded cn Data Sheet #3. ;
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-8.1. 7 Liftoff force shall be recorded cn Data Sheet #3 and final liftoff elongation shan be measured and recorded within _+0.02 inches.
8.1.8 We ram shan be detached and a coating of Viscosity 011 Ozipany's 2090P, which is presently in the tendon 2 sheathing, shall be applied to the tenin end anchorage.
O Revision 2 1304.91 January 14, 1977
Page 9 cf 11 8.2 meenling Tendons he tan &n r-14m procedure shall be as fol.bws:
8.2.1 Tendon finer caps shan be instaned using new gaskets, washers, gasket sealant and teflon tape.
E. 2. 2 2e tenden sheathing shan be refined with Viscosity 011 rhimny's Visconorust 2090P-4 or Visconorust 2
- 2090P sheathing filler. The temperature of the finer at the finer punp shall be 120*F mininun. Filler which has been removed frczn the tendon shan not be reused. Tiller material shan be replaced by pu: ping through a hose attached to the grease cap filler plug.
An avaitahle valves, vents and drains shall be used M 5 this q=*4m to avoid the ented. of air in the sheath. Punping shall continue until at least five gallcus of filler without any air bubbles or visable foreign substances has come out of the outlet or vent farthest frcan the pmp.
8.2.3 If less than 5 gallcns of filler has been re.teved at each tendon end, filler may be replaced by pmping or pouring into each end provided ,each and is vented to bleect out air.
8.2.4 The tenperature and volune of sheathing filler installed in each tendon shall be estimated and recorded cn Data Sheet fl.
9.0 EVAWATICN OF DATA AND CDPRECTIVE ACTICN 9.1 Liftoff Portes m e lifoff readings, taken as specified in Section 6.3, shall be nom =149=4 using the fornulae as presented in Appendix C and evaluated in the following manner:
9.1.1 If the normalized liftoff force is equal to or greater ~
than the mininun design prestress level in the tendon, as stated in Figure 4, this readings shall be recorded ext surveillance continued:
9.1.2 If the normalized liftoff force is less than the minimum t h ign prestress level in the tendon, as stated in Figure 4, the adjacent tendons on each side of the 2 defective tendon shall te checked for liftoff values and these recorded on Enta Sheet #3.
CNETCN: lbte Section 3.3 '
9.1.3 If the nom =14*M liftoff forces obtained from the C) ' - * - " d$ c "* * *" < ' c'*" * " " ' a"-
v to or greater than the design prestress level in the tendons, as stated in Figure 4, the readings shall be recorded on Data Sheet #3 and the deficiency shan j
be ocnsidered to be unique and acceptable.
Revision 2 - MWk@
Page 10 cf 11 f
9.1.4 If either of both of the no=145=4 liftoff forces -
<**=4ed fann the two tendens adjacent to the defective terrW are less than the design prostress level in the tendais, as stated in Eigure 4, abnormal degradation of the post tensioning system shall be assumed and 17M to the Nuclear Regulatory hi==im.
9.1. 5 A plot of the noz=alized average tendon wire force vs. time shall be prepared for each surveillance tendon. Bis plot is illustrated in Figure 4. When a reasonable trend has been established, the force-time plot.shall be extrapolated over the 40 year l life of the plant. If the extrapolated curves for ;
tuo 'or nore tendons extend beyond the maxinun or '
sdnimum design prestress levels, as stated in Figure
- 4. an engineering evaluation ofI -4hle degradation
. of the post tensioning systen shall be made.
9.2 Wire 'thsts . .
Failure below the guaranteed ultimate tersile strength (ll,780 lb.)
of any of the wire sanples testing in accordance with Section 7.3 shall be cr>nsidered to be an indication of aknormal de v dation of the post tensioning system, and shall be reported per 9.3 . Sheathing Filler Tna;*-tion ,, ,
%e sheathing filler material shall be considered to be acceptable provided that the results of the tests pertmai I on the sanples fall within the following limits:
Test Limits Mater Soluble Chloride Iess than 10.0 ppn-Water Soluble Nitrates Iess than 10,0 ppu Water Soluble Sulfides Iess than 10.0 ppu Water Cbntent Iess than 10% Dry Weight Neutralin tion No. Greater than 1 If the results of these tests fall outside the specified limits, one extra sanple frcm aach end of the tendon in questicn ~
shall be taken and tested. If similar results are obtained, the sheathing filler fran which the unacceptable sanples were taken shall be replaced. As stated in Section 5.1.3, the results of these tests shall be recorded cn forms provided by the testing laboratory.
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l l mvision 2 1304.'91 January 14, 1977
a Page 11 cf 11 1
9.4 Evaluaticm of Previous Survnfllance Ramrds 1he tendon surveillana record for each tendm sFm be ccupared l with previous records to deternine if:
a) Additional wires have broken since the last ins-A; b) 1he liftoff wire for. m for each tenden has changed significantly; c) A change in wire corrosion status or sheathing filler has occurral; or i i d) A significant change in yield or ult 1= ate nu.cagth or i elongation tmder load at ultimate st.rer.gth has occurred.
If any of these conditions are present, a report shall be preparal ind4 Ming any reastms for observed results and h rding any rendial action necessary.
, 9.5 Cbrzective Acticn If any indications of atmornal degradation of the post tensioning system are detected according to the alzwe criteria, a program for further investigaticn shall be initiated, the extent of the degradation determined, and the necessary carrective action inplemented. .
10.0 DATA REPORTING ,AND RECORDING .
Any indication of ahoornal degradation of the past tensicnird system shall be reported by provisiens of the Technical Specificaticas.
11.0 ACIEPTANCE CRTIERIA 1he Acceptance Criteria shall be defined as meeting the requirments of Sa+4ms 7.1.5, 9.1.1, 9.1.2, 9.1. 4, 9.1.5, 9.2, 9.3 with the A 'of neutralization nmber and 9.4 1
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I Ibvision 2 1304.91 January 14, 1977
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NOTES: - - - -
i 1 - GAGE Slutt BE HEAT TREATED TO ROCKEh' L C62-67.
J !
DOCU31ENTATION VERIFYING DlIS LIMIT MUST ACCO>lPAhY EQUIP >IEAT.
VERIFIED BY: .
2 - HOLES SHALL BE SIZED AFTER HEAT TREATING.
. 3 - HOLE DIA3!ETER SHALL BE CERTIFIED FRIOR TO ALL TENDON SURVEILLANCE l
,BY USING, CALIBRATED EQUIPMEAT. .
., , ,.. s
- . 1- - -
4 - EACH GAGE SHALL HAVE AN IDEATIFYING NUMBER.
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TENDON SURVEI LL ANCE Rivisicn 2 GO8 NO-GO G AGE FIGURE I 1304.91 January 14, 1977
- . Page 1.of 1.
HEAD
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. .. m NOTES * ;
l- THE WITHNUT AN EYE WITH NUT. THE PULLING RING WELDED TO IT MAY BE REPLACED O 2- THE ANCHOR HEAD MUST BE' PUSHED INTO THE TRUMPET TO GIVE A CLEAR DISTANCE OF AT LEAST ONE FOOT BETWEEN BUTTONHEADS AND ANCHOR HEAD IN ORDER TO USE THIS TOOL. THIS PERMITS THE
. BUTTONHEADS.
WIRES TO MOVE APART SO THAT THE TOOL WILL SLIP OVER THE -
3- THE' HARDNESS OF THIS TOOL SHALL NOT EXCEED ROCKWELL C40-DOCNMENTATION VERIFYING THIS LIMIT MUST ACCOMPANY E
.? . VERIFIED BY: .. . '..* .. . .. . ,'. .. ,
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j.. . . . . . s. .. .
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. TENDON SURVEI L L A NC E Ibva.s icri 2 . WIRd PULLER FIGURE :
1304 91 Januarv 11, 1977
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DETAIL 2
O J
TENDON SURVEILL ANCE WIRE PULLER DETAILS . FIGURE 3
- WV1sion 2 q w q)
Janunty. 1.j , 1977
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Page 1 of 2 PROCDURE ICR IRORATORY 1ESTING CF SHEEi!ING FILIER 29CERIAL APPEND 1X A 1.0 GENERAL '
. 3..
'Ihis rh'=nt specifies the pdures which shall be used fcar '
laboratory testing of sheathing filler. 'Iha laboratory to be used aust be approved by AP&L. l i
- a. 'Ihe anount of water soluble chlorides, nitrates and sulfides which are leached frcru a given contact area between eter and sheathing filler under standard cx:nditicas.
- b. 1he water content of the sheathing filler. 1 j
. 1
- c. 'Iha reserve alkalinity of the sheathing filler.
'Ihis cbetanent does not relieve the testing laboratory of responsibility for conducting the necessary laboratory tests in a manner consistent with industry standards.
- 2. 0 WORK IN(7mn
l 21 crie-quart test sanples will be sent to the laboratory for testing in accordance with Section 3.0. 'Ihe concentration of water soluble' ;
O inpurities and water in the,se sanples sixx11d not exceed the follcwing:
2.1 Chlorides - 10 ppu 2.2 Nitrates - 10 ppu .
2.3 Sulfides - 10 ppu 2.4 Water (go) - 10% Dry Weight A report meeting the requirements of Section -4.0 shall be prepazpd.
- 3. O TEST DSSCRIPTICNS '
1i Each re s e of sheathing filler shall be mixed and then tested as [
follows: '
j 3.1 Water Soluble Inpurities 1 A water extraction of each sanple of sheathing filler shall be made and tested as follows:
3.1.1 Using a spatula, coat the inside (bottczn and sides) of a 1 liter glass beaker with a 1/4-inch layer of sheathing filler.
O V 3.1.2 Fill beaker with distilled watgr at room tenperature.
levision 2 1304.91 January 14, 1977
Page 2 of 2 Q 3.1.3 Hest the water to a cxmtgolled LWature of 100*F (V and maintain for four hours. Do not heat on a hot plata. Heat either in an oven or by use of an imarsion hame=r so that the water will renain clear for tests.
3.1.4 man a blank cm distilled water. If titrate, use a
=Mwet,1 ml or 5 m1, with 0.01-0.05 ml Weicn in*=rvals.
3.1.5 Decent water and analyze for soluble icms. Test cmly for salts in leached water. 'Ibe water analysis shall
- be as follows:
3.1.6 Q11crides (Cl) by ATDi D-512.
3.1.7 Nitrate (NO ) by ATIM D-992 Brucine Method or Cadmiun M
- 4evt 3.1.8 911NAan (S) by APHA (American Public Health A=M=ticn)
Standard Method-Methylene blue.
3.2 Water Cbntent Watel n3ntent (H3 0 as percent of dry weight) shall be de**minad in acxx.h with ASTM D-95.
3.3. Neutre14n*4m NLuber . , , .
Neutralization rn'rd=" shall be determined in accordance with ASTM D-664.
4.0 REPORF N
'Iwo copies of the report cm laboratory testing of sheathing filler shall be subnitted to Arkansas Power & Light Ompany, Little Pock, Arkansas, and Bechtel Project Engineer Job No. 6600-1, San Francisco, California. 'Ihis repart shall contain the follcuing infomation:
4.1 Sanple ida*4 Fir-=*4m.
4.2 concentration of water soluble chloridos, nitrates and sulfidas within an accuracy of 0.1 ppn. ,
4.3 (bncentration of eter (H.,0) within an accuracy of 0.1 p it. of dry weight of filler.
4.4 Neutralizatim r-har within an accuracy of 0.1 mg reagent per grarn of fillar.
O -
R2 vision 2 1304.91 January 14, 1977
Page 1 ef 2 RAM CALIBRATICN mwut6 APPENDIX B .
\ / l 1.0 GENERAL
'Ihm ram calibration arrangement is defined on Drawing C-98, Rev. 3 8 which is included in this Appendix. Also incit:ded in this Appendix is the Ram Calibration Procedure. 'Ihe arrangenent shall be located 1 on the concrete slab shown en FSK-C-975 Rev. 1. 'Ihm following !
equipnent is required for enlibration: l
- a. 'IWo tendon washers, one on each end of a 52 inch length of 2 i 186 wire tendon. 'Ibe ram will be coupled to the tendon washer I during em1ihration. 'Ihe details of the tendan Washer are slown ,
on the post-tensioning system design drawings. An index to these drawings is provided in Appendix D. I
- b. One load cell bearing plate. 'Ihe details of this bearing plate are shown on Drawing SK-C-518, Rev. B which is inclu$ed in this Appendix.
- c. O)e 2 m4114mrt potmd r= Pity load cell and FDX-8 indicator for reading load cell force. 'Ihe load cell is shown in Drawing 2 97052 which is included in this Appendix. 'Ihe load cell shall be stpported by the support shown at FEK-C-974, Rev. O.
' ~
~
s -
- e. Tinber blocking as slown on Drawing C-98. l l
'Ibe above equipment is in the possessicn of Arkansas Power & Light Oxopany, and may be used for ram calibration.
s l
- 1 8
O Revision 2 1304.91 January 14, 1977 m
Page 2 cf 2 I
2.0 RAM CALIBRATICN PRDCEDURES
- 2.1 Fit ram to bearing plate and couple stub rod with tendcri
- -sher.
2,2 (I..=Ect EX-8 indicator to load cell and balance and calibrate indicator according to instructicris en inside face of inCcator cover.
2,3 Adjust shims in back of ram so that piston is positioned at 1/4 of its total travel distance frtan frtrit of ram cylinder.
2,4 Graan=11y increase ram pressure and record MDX-8 indicator readings at ram pressure of 1000, 2000, 3000, 4000, 5000, 6000, 7000, 8000, and 8200 pai. All data recording shall be taken to the nearest 2000 lb. and rsM-' on Data Sheet 06.
2,5 Gradually decrease ram pressure and record NDX-8 indicator and exact prer.sure gage readings at ram pressure of 8000, ;
7000, 6000, 5000, 4000, 3000, 2000, 1000, and 0 psi.
l 2.6 Perfom Steps 5.0 and 6.0 three times.
2.7 Repeat Step 2.6 with ram piston positicried at'1/2 and 3/4 of,its total travel distance.
Ob . 2.8 After all < alibration data have been recorded, deramine the apparent ram area as follows:
a) Using the nine readings at 7000 psi with force increasing, calculate the arithmetic average for force and pressure.
'then calculate an apparent ram area by dividing average force by average pressure.
b) Pepeat Step a using the nine readings at 8000 pai with force increasing.
c) Calculate the arithnetic average of the two estiantes of ram area calculated in Steps a and b, d) Oprrect the area found in Step c by nulitplying by the ratio of load cell censitivity as found by NDS to the nominal load cell sensitivity and by the correction factor l for E X-8 instrument error. l e) 'the corrected ram area calculated in Step d is to be used l as the calibration factor in cmverting ram pressure I to force. -
2.9 ceptance Criteria p -
Calibration shall be ccrtpleted in such a manner that the Q inplied force readings to the nearest 2000 lb. shall be i
obtained for their respective gato pressure readings.
I l
Revision 2 1304.91 January 14, 1977 l
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,.s , 12" ,_ 11" : RAM BEARtNG SURFACE-M' it :
-DRttt. 4 TAP %"- to URC-2.
TRD. oEPn 2."
-fv 8 NOTES: a
-5 : -
L PLATE MATERIAL SHAl.l. CONFORM TO A.I .S.I.
4.S40 COMMERCIAL GRADE (Rocxt,4 ELL HARess.ss Rc 16-2c)
.gy .- .2... .Z. MACRINED SURFACES SHA\.L MANE i., SURFACE
.g .
... . . .. : FIMtSM OF. 2.50 R M S OR SETTE.R. -
~' .
S. M ACHINE.D SURFACES SM ALL SE FL AT 141 THIN -
?.s .025" 4 PARALLEL MtTH1R .12.5" -
45 ,.4. BEARtMG SURFACE Suau. SE FREE OF P\Pl%
'.22 . .
./ AM b / O R cTR.ER D E F ECTS . .
. . /, - -
- I . A FLELD To DRILL & TAP l.'+" d U hl.C 2. ROLES THD.
2, .
.' DEPTH 5" 19 RAM : BEARING SIDE OF PLATE.
ji -
, 6. DOCUMENTATION VERIFYING Tile LDlITS DESCRIBED.I5' NOTES 1,2,3, 4 5
- = " MJST ACCO.t!PANY EQUIMIENT.
"3a
. Rev. 2 *
'VCIFIED BY: 1304.91 January 14, 1977 n a ,
A t/g/n REvtSED-ISSO ED FO R R AM C A U BR ATtohl ' _, '.y. d A/ /g .
A I/aWu issued FO R PU RCll ASE .).4 t. p:p.
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l 6b BE ARIMG P L A,T E. S K- C- 518 5
~
- m vb ien 2 , . U04.91 -
January 14, 1977_ -
Page 1 cf 4 ICERMAE: IVR NORMALIZ3NG EACICRS b.O APPINDIX C
1.0 NCI2NCUdtJRE
L c
=
Initial liftoff force of surveillanca tendon (kips)
L(i - 1)= ff o at e.e 1 - 1 s# Hance (Mps)'
h(i - 1)= Liftoff force during retensioning at the 1 - 1 surveillance (kips) g= Nureber of hoop tendons tensioned prior to tensioning surveillance tendon (a vertical or a hoop) g= 'Ibtal ntaber of hocp tendons '
ny = 'Ibtal number of vertical tendons tensioned prior to tensicming i
surwtillance tendon (a vertical or a hoop)
Ny = 'Ibtal ntnber of vertical tendons n
d= f tendon (a dcme) s W h ed W 6 tens W M lance
) Nd" "
f #
. Ng =
Number of effective wires in tendon wlmn initially installed Ng =
Number of effective wires in tendon at i surveillance i
N gr(1-1) = Number of effective wires in tendon when retensioned during the 1 - 1 surveillance g= 'Ibtal elastic stress loss in h:cp tendons during initial ten =4mhg(ksi)
S D
=
'Ibtal elastic stress loss in vertical tendons during initial tensicning(ksi)
Sg= 'Ibtal elastic stress loss in dome tendons during initial
. tensioning (k.si) .
v= Ibisson's ratlo for concrete f
pu
= Mindrama specified ultimate strength of ten &n wire (ksi)
(= 2 '
Cross sect-innal area of cne tendon wire (in )
F" = Liftoff force per wire when initially tensioned during construction (kips)
! fqg = Liftoff force per wire at 1 0 surveillance (kips)
Revisicn'2 1304.91 January 14, 1977
Page2 of 4 g
- wr(i - 1) u W toff force per wire after retensioning at the 1 - 1
' surveillance (kipa)
Nyg = Nonnal 4'N factor for the iO surveillance k(i - 1) = wwwmi<?ing factor for the 1 - 1 surveinance ,
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sh 2 1304,91 January 14, 1977
a Page 3 cf 4 APPD OIX C I \
V 2.0 GENE 3RL .
Ib provide a amm:n base for ocuparison, liftoff forces ~nust be
. nor==14 =4 to account for elastic stress loss during initial instal-lation(a function of the post-tensionirq .<equence) and liftoff force deviation fzun the base value. me base value for initial lifi.aff forces (at tir.m of initial tensioning) is taken as the force prc.irp sn average wire stress of 0.73fg. The base value for the i surveillance is the nom 14=4 force for the i - 1 surveillance.
She normalized force is equal to the neasured force nultiplied by the r===14 zing fact:ar.
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O R$visicn 2 1304.91 Jantury 14, 1977 j
Page 4 cf 4 APPENDIX C I I 3.0 ftRMXAE
- i 3.1 Normalizing Factor for First Suneillance(i = 1) i 3.1.1 Dana 'Iwx$ons t
N 0.73 f F1" W
- 4. C-1 L
c -
d ~ "d 3 N
N ,g4 d d 3.l.2 Hoop Tendons ;
Ny , 0.73 fg l
Eq.~C-2 I:t -
%% +v Ny -n y 3,,
N4 c % "v ~v 1
3.1. 3 Vertical Tendons 0.73 f p
"r1 -
Lc - .-
Ny a
,n y g 4 y, Ny g
- m. C-3 g
"wc V 3.2 Normalizing Factors for Subsequent Surveillance (i <l)
Boop, Vertical and Dxne Tendons:
1 I
Ny =N (1 - 1) x wr(i - 1) Eq. C-4 i p(1 - 1)
Lr (i - 1) w(i - 1) or I 1
k"F g gt _ y). ,
~
. M. C-5
.wr(1 - 1) 3.3 mm=14=1 Liftoff Ibree per Wire Fyg = F,g h )
i M. C-6
)
O .
l nwision 2 1304.91 January 14, 1977
Page 1.cf 1 INEEX TO PCST-TENSII2 MIG SYS2EN IESIQi DRMINGS A
t i V APPINDIX D 1.0 GENERAL The following. drawings describe the elements of the post-tensioning system relevant to tendon surveillance. 2 e se drz: wings are available fzcm 4 kansas Power & Light 02rpany. l l
Presccn Dwg. No. ,
Day. Description '
j A04, A05, A06 Anchor Details
)
A07 Tenden washer and shim details A08 naahM plate-bottom vertical PH02, PH03, PH04 Horizontal tendon numbering system PH06, PH07, PH08 and tendon locations DPO4, D?OS, DP06 Dcrne tendon nurbering system and DP07, DP08 terrion locations .
PV01, PV02, PV03 Vertical tendon number syptam and i PV46, PV41 tendon locations O
l Bechtoi Dwg. No.
' ' DN. D'escriptiori' .
~~ '
A-501 Architectural -
Reactor Building Developed Elevaticas l
& Details l t
O 1
O $ -
i l
l Revision 2 1304.91 January 14, 1977 l . _ . . - . _ - . ..-.
, Page 1 cf 1 Data Sheet #1 ARKANSAS LNIT 1 QE. YEAR 'IINDCN SURVEIIIICCE SHENIHING FILIER IDDVAL & INSTAIIICICN f
Tendtn No. Iocation 1
FILIER RE4A%L DME BY (1) Date Raroval Started -
- (2) Exterior (bncrete Terparature (F')
(3)
(4) 'Ibtal Volume Remned (gal)
' e.
(5) 021or Cunce Cbserved (6) l 5 :.nle '"aken FIIIIR INSTALLATICN DME l
. M l (1) Inte Filler Cap Installed (2) nata Filler Installed (3) Exterior Cbncrete Temperature (*F) '
(4) -
(5) Filler Tenperature at Pump ('F)
(6) Piller Tenperature at Outlet Cap ('F)
(7) 'Ibtal Volume Installed (gal)
(8) Installatica Pressure (psi) 5
- 9
. - ~ . ...
1 e
D.'EN Data:
' Page 1 of 2 cata Sheet #2 t
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.., J Revisicu 2 ;.
- 1304.91. ,
Jamn "f 14, 1977
Page 2 of 2 Data Sheet #2 q.
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i M ien 2 - gg5)aJ)R
m Page 1 cf 1 Data Sheet #3 AIEANSAS LNIT 1 O GEE EAR ENDCN SURVEILIMCE (1) Tandm No. (2) Iccation (3) Date (4) Jack 2. (5) Gage No. (6) By mm!SICNInc IESCRIPTICN JCIUAL MEAStBED (1) Ext. Cbncr. Ter.peraturu (*F)
(2) No. Eff. Wires (3) Check Gages (Zero)
(4) Mnasure Shims (5) Obtain Lift-Off Pressure (pai)
(6) Depressurize to Zero (7) Pressurize to 1000 lbAdre( psi)
(8) Measure Elongation ** 1 (9) Depressurize to Zero (10) Renove Ram (11) Was Inspac. Wire Cut at 'Ihis End?
(12) Iancth Outside BH to R:rtch (131 Check Cbntinuity RE'IINSICNING (1) Ext. (bncr. Tenocrature (*F)
(2) No. Eff. W' ires (3) Check Gages (Zero) '
(4) Pressurize to 1000 lb h M-( psi)
(5) masure Elongation **
(6) Pressurize to .8fpu( E}
(7) masure Elongaticn at .Sf (8) Shim to New Lift-Off*
(9) a) New Lift-Off (10) b) New Shims O
- New lift-off is approximately equal to that nuasured during Detensioning less the effect of any reduction in the number of effectim wires.
- Elw+4m is the distance frcra the outside face of the bearing plate to the inside face of the anchor head.
Arproved: Cate ncvision 2 .1304."J -
_ _ Js e r v ll-) & E '
PPag21 of 1 AHQNSAS INIT 1 Dat! Sheet #4
, CNE EAR '!ENIXN SLE.T.ILIRCE 6
WIIE INSPN.TICN DATA .
i
'Mrubn Identification Data Teram Inws4 By:
Wire Iangth (01 cut BH to Natch) -
L~-mth Where BH Cut 0' 50'
. BE IND 50' .' 100'
~
t 100' .
150' 150' }
I O. . .
200' 200' '
. 250' 250' 300' I
i
- Specify locations of the three wire test sa:tples on Data Sheet #2. l l
1/8" = l' - 0" CDRRCSIC'.] #1 Bright Metal, No Visibic Cxidation
. IEVEL #2 Rcddish Brown - No. Pitting
- 3 0 Pitting < .003"
- 4 .003" Pitting < .006" 15 .006" Pitting _< .010" Approved by: Date O
Rwision 2 1304.91 January 14, 1977
t l Page 1 of 1 Data Sheet #5 ARKANSAS (NIT 1 QE YEAR 'MiDCN SURVEILIANCE li .
l (1) Tencbn Identificatiat (2) Sannle IWr
_ f1)- Inte Wire Tested (4) Data Recorded by:
,, (5): Measure Wire Diameter (in.)
.,_, (6) Measure Gage Ianoth(in.)
(7) N1<m1=ta 0.9% of Gage Iangthfin.)
. (8) Mammww Distance I.D. Tag to Ram End of Specimen (in.)
(9) Increase Pressure to psi
- _
(10) Zero Icad
'(11) Increase Pressure to psi ** and Set Dial Indicator at -0. 9% of Gage Iencth (12) Increase Pressure Until Dial Indicator Shows -
0.00" Extension. mis is the 11 Yield Point Pressure '
JJ s Record 1% Yield Point Pressure (psi)
(14) Record Ruler Nading at 1% Yield Point (in.)
(15) Record Pressure at Wire Failuru(psi)
(16) Iboard Rule Nading at Failure (in.)
(17) Record Dista ce Betweet Wire Break and Ram Did of Sp ecimm
- %e pressure applied in Step (9) seats th7 stressing tasher ento the m!.
- 'Ihis pressure og.nis 0.1% of Gage length"(0.1% Yield Point Pressure) .
O i Ibvision 2 1304.91 January 14, 1977
I
<?m 3 RAM CALIBlUEICN DMR SHEE:P -
Pecorded by Date Approved by Date .
Test with ran piston at its total travel distance .,
GPG PSI 3EADDE
, 1000 2000, 3000 4000 5000 6000 7000 8000 8200 Tensioning mX-8 Dwiirs .
1ct Pressarization E x-8 neading Datensioning Exact Gige Wing Tensioning MX-8 Beading .
- 2nd Pressurization E X-8 Reading Exact Gage D wling '
3rd Pressurization -
MDX-8 Ibading Detensioning. Exact G1ge Readinq
- et
- E11 k
, .H Ch
.., o .
APPENDIX B NORMALIZING FACTORS FOR A PRESTRESSED SPHERE TORUS CONTAINMENT O
B.W. Pfoifor 5/17/77 l
NORMALIZING FACTORS FOR l A PRESTRESSED SPHERE TORUS CONTAINMENT
- 1. GENERAL !
NRC Regulatory Guide 1.35, Rev. 2, requires measurement of '
tendon lift-off force of randomly selected surveillance tendons at specified intervals during the lifetime of the plant.
In order to provide a common base for comparison, tendon lift-off forces must be normalized to account for the following:
(a) The elastic stress loss during initial installation (a function of the post-tensioning sequence) .
3 (b) The lift-off force deviation from the average lift-off force in the tendon group (vertical, hoop and dome !
tendons).. - , ;
(<m
( ,f (c)- The number of effective tendon wires or strands at ,
initial installation.
The normalizing factors are determined from Eqs. (1) through (3) and the values of X, Y and Z represent the average tendon ;
wire or strand stress af ter completion of tensioning at the '
anchor point of a particular tendon group. The upper limit for the values of X, Y and Z in Eqs. (1) through (3) is 0.70f up and ,
represents the effective prestress force after completion of tensioning including elastic losses, prior to all long term' losses.
In cases where the same tendon is subjected to two or more surveillances, the base value for the i-th surveillance is the normalized tendon wire or strand force for the (1-1) surveillance.
O l-1
- 2. NORMALIZING FORMULAE The following normalizing formulde are used for a sphere torus containment with vertical tendons, hoop tendons and dome tendons.
2.1 Normalizing Formlae For First Surveillance (1-1) 2.1.1 vertical Tendons
=
NF (1) - - - ~ ~ - (1) tcv Nv-n N -n v g , y h h S
wcv^w v Y h
_ _ _ _ , h_.
where X is the lesser of:
(a) 0.70f Pu 1 -
yn 1 l (b) -
S +
A y [vSh]
- [N wev w !
2.1.2 Hoop Tendons
'\ Y Nf "
( }$
h(1) -
L ch ~
E1"h- v""v '
N wchAw _ _
N h _
h*" _
N v v where Y is the lesser of:
(a) 0.70f
, pu .
L h g gyg j (b) , ,
E weh w I
- _ I 1
1 2-1 0
h
l
~.
2.1.3 Dome Tendons
- z .
NF (.
d (l) -
Lg N
~
d ~"d N wcdxA, N d .
where Z is the lesser of:
(a) 0.70f pu i . _ _
i
. [Lcd ~
d "d (b) -
N S
d j
_ [Ng xAy,' _
d _
2.2 Normalized Lift-Off Force Per Wire Or Strand For First Surveillance 2.2.1 Vertical Tendons .
= F v(1) v(1) N (
)
I ~2.2.2 . Hoop Tendena _ ., ,
L
. "h(1) = NFh(1-)
N (
) _
i i 2.2.3 Dome Tendons _ _
L' -
= NF "d (l) d(l)- N
)
(
, 2.3 Normalizing Factor For Subsequent Surve'illance On The Smae Tendon (i>l)
The following equation is used for vertical, hoop or dome tendon.
-L gg_y) N wr(1-1) "
NFf = NF(1-1) L N (
_ r(1-1) w(1-1) _
2.4 Normalized Lift-Off Force Per Wire Strand For Subseugent Surveillance On The Same Tendon FNg = F,gxNF g (8 A
.U
. 2-2
.g: -
"] NOMENCLATURE (d1 A, = cross-sectional area of tendon wire or strand (in 2)
FN g = normalized lift-off force per wire or strand for subsequent surveillance on the same tendon (i>1) in nipa FN = n rmalized d me tendon lift-off force per wire or d (1) strand for first surveillance (kips)
FN = n rmalized hoop tendon lift-off ' force per wire or h (1) strand for first surveillance (kips)
FN = normalized hoop tendon lif t-off force per wire or yg1) strand for first surveillance (kips)
F,g = measured lift-off force in tendon wire or strand at detensioning during'the ith surveillance f
pu = ultimate tensile strength of prestressing steel (ksi)
L gg_y) = lift-off force at detensioning during the (1-1) surveillance (kips)
L l ed = lift- ff f rce of dome surveillance tendon at initial installation (kips) .
L ch
=
lift-off force of hoop surveillance tendon at initial installation (kips)
Lev
= lift-off force of vertical surveillance tendon at init.. i installation (kips)
-L l
r(1-1) = lift-off force during retension L g at the (i-1) surveillance (kips) .
L sd (l) = lif t-off force of dome surveillance tendon at detensioning dtiring first surveillance (kips)
L sh (1) = lift-off force of hocp surveillance tendon at detensioning during first surveillance (kips)
L sd(?.) = lif t-of f force of dome surveillance tendon at detensioning during first surveillance (kips)
N d = total number of d.ome tendons I N
h = total number of hoop tendons Ny = total number of vertical tendons N,gg_y) = number of effective wires or strands in surveillanca
' O v N wcd tendon at (1-1) surveillance
= number of effective wires or strands in dome tendca during-tensioning at initial installation a
Nomenclature Page 2 G' -
N = number of effective wires or strands in hoop tendon wch l during tensioning at initial installation N = number of effective wires or strands in vertical tendons wcv during tensioning at initial installation N
wr d-1) = number'of effective wires or strands in surveillance tenden at retensioning during the (1-1) surveillance N = number of offactive wires or strands in dome surveillance wsd (1) tendon at detensioning during first surveillance N = number of effective wires or strands in hoop surveillance wsh(1) tendon.at detensioning during fkrat. surveillance N,,ygy) = number of effective wires or strands in vertical surveillance tendon at detensioning during first surveilla; n - number of dome tendons tensioned prior to tensioning d
of surveillance tendon during initial installation n
h = number of hoop tendons tensioned prior to tensioning of suzyeillance tendon during initial installation ny = number of vertical tendons tensioned. prior to tensioning
, of surveillance tendon during intial installation NF = d me tendon normalizing, factor for first surveillance d (l)
NF = hoop tendon normalizing factor for first surveillance h (1) l NF g = normalizing factor for the i th surveillance I
NF gg_y) = norr lizing factor for the (141) surveillance NFygy) = vertical tendon normalizing factor for first surveillance S
d = maximum elastic stress loss in dome tendons during initial tensioning (ksi) !
S h = manmum elastic stress loss in hoop tendons during initial tensioning (ksi)
Sy = maximum elastic stress loss in vertical tendons during initial tensioning (ksi)
O t
l Nomenclature Page 3
\- /
[L ed = sum of dome tendon average lift-off force at initial installation (kips)
_ [L cw = sum of hoop tendon average lift-off force at initial installation (kips) .
-[Lcv = sum of vertical tendon average. lift-off fo.'ce at
, initial installation (kips)
[N wed = sum of effective tendon wires or strands in all dome ,
tendons during initial 1,nstallation
[Nwch = sum of effective tendon wires or strr_nds in all hoop tendons during initial installation
[Nwev = sum i
f effective tendon wires or strands in all vertical tendons during initial installation v
= Poisson's ratio of containment shell concrete i . 1 i
l l,
1 J
4
i l
l l
APPENDIX C SHEATHING FILLER REMOVAL AND INSTALLATION ;
DATA SHEETS 8
4' t.
,l
- t e
p ,
-i h
, i h
1, ;- -
'l - _ . _
Page 1 or J.
Enta $1cet #1 ARUGSAS tNIT 1 r"C . OE YEAR 'ICJIXII SUINEIILVE S!!FJGIING FILIER RD-DVAL & II:3TAIIATIQ1 Tendon No.
[/3 **
Incation 7DA*
FILIER PSDVAI, DME 2- 2/* 77 ~~
BY J. D. A .
(1) Inte Remval started 7-2/-77 (2) Exterior @ crete 'IbTperature (F') 66 %" l (3)
(4) 'Ibtal volum Removed (cal) /p GQ//ons (5) _Coler change Cbserved A/op=py;c:p/
(G) Sanple Taken r / $ (4dr'% [2=C/-77)
FIILER INSTAILATICN
- DME 2.-03-77 Q
v BY U.o. A .
(1) Dite Filler Cap Insi-allM 'Z- 26-7'7 (2) Date Filler Installed sf.- /.4 ") *)
(3) Exterior Cbncrete Tcr:perature (*F) JL4.
- F (4)
(5) Piller Tertperature at Pcm (*F) . CGC F (6) Filler Ter:perature at OR.let Cap (*F) , /[s0 *M _
(7) 'Ibtal Voluie' Installed (gal) //O N //cp M [p w M p /s/ O E 9/.:un (8) Installation Pressure (psi) /4a0 pss'
\
' Approwd: b Date: [ 4/M / 77
//
^
Paga 1 of 1 Data Shcot #1 AFKANSAS LNIT 1 OE YEAR 'IINIX11 SURVEIIIANCE O(~, . SHEA'DiING FILIER PDoVAL & DSTAIlATICU renpnNo. V /5 -
- incatice Bo$Cr>r FILTER movat -
Is a s 2 - 2 2 ~1 7 BY J. O. A.1 (1) Date Panoval Started 2 77 hO *8 (2) Exterior Cbncrete 'N!mperature (F')
(3) &
(')
4 'Ibtal Volum Recoved (gal) 7 / [ d d] C // C M 3 (5) _cgy Change cbcorved //h)h/ 6heWo /c c'er/r Apotvb (6) Sanple Taken / dVoef 2-9 "/7 _
4 FILLER INSTALLATICN DNIE O"//-77 Bf J. Q. 4 . ,
(1) Date Filler Cap Installed 3 - // "/ 7 . .
(2) Date Filler Installed g;( = /4 - 7')
(3) Exterior Cbncrete Tev_rature (*F) 84. */lll:
(4)
(5) Filler Tenscrature at Pumo ('F) . $.60 '8 (6) Filler 'Ibn 'arature at 02.let Cap ('F) //p d
- 8 '
(7) Total Volume' Installed (gal) //C 4d//C*7 %
(8) Installation Pressure (psi) I /6dp af[
1 l
- l Approved: [,
Date: e::f' 4/p_9/2 7
/ /
rage i c: 1~~ l Data Sheet il M7JUSAS INIT 1 I
(' , . OLE YEAR 7EEXN SUR72H.IIWCE
'N SHFJME G FILIER RCDV7d, & DGTALIATICN Tendon No. MO S ** '
Iocation ~ ~7)p
- I FILIER PEDVAL LME I- \ [.p = ~7 '7 BY 'D ,,
. .L,.
1 (1) Data Raroval started //_ l(, / y l d.(p Y (2) Exterior cbncrete Temperature (F') I (3) *
(4) Sbtal Voltrne Rer:oved (gal) d, S Q t_ p t ) (
(5) _ Color Ounge Cbserved WQuAL l (6) Sc:1ple Taken T l(o ~7~/
l QL)&Q{
FILLER INSTALLATICN DME d-22-71 e ~
- BY E- A.
O' jl) Date Filler Cap Installed b ~-M 7 ) 4-22 ~/~J '
(2) lbte Filler Installed h}22 } ~/7 (3) Exterior Cbncrete Twaature (*F) 70*F (4)
(5) Filler TcT=erature at Amo ('F) . 350*F (6) Filler Ten =erature at 0.2tlet Cap ('F) ISO C 7btal Voltme Installed (cal)
(7) f I d. GA L.l OM %
(8) Installation Precsure (psi) l80 psi (PUMP &D , F,12CM MT"J"CM) ,
.u :
(
\
Approved:
Date:
,[/7
- k4. /, >
/ o
. R2 vision 2 ,
1301.91 January 3 4, 3 97'I
[EB90 3bT t il AWJUSAS INIT 1
(~ . OE YEAR TC.D31 SURvTILLhMCE SirrJGIING FILIER IC.O\ZAL & INSTALIATIQ4 O
V Tenden no.\/40 7 '
rocationBarTru FIrarn r.c ovat, Ime fAS ~11 BY O, J.,
(1) Date Rmoval Started 1 7"7 (2) Exterior Cbncrete Temperature (F') BOY (3) '
(4) 'Ibtal Volum Reeved (gal) d.O SAiJMQS (5) ,_Colcr Ounce Cbserved I 69.CQ)d 2 D;%C\(@MAC) g!.9 '
(6) Sa:1ple Ta):en l QUAttT- h -Q *7*)
FILLER INSTALIATICN DNIE 4.-22 ~17
,C, . . -
BY J. O. A .
( (1)_ Date Filler Cap Installed 4/22 ["7"?
(2) Date Filler Installed .ef / 2 2. / ~7")
(3) Exterior Cbncrete Tw_rature (*F) 7 0 *F:
(4)
(5) l' iller Texcrature at han ('F) . 350 (6) Filler herature at Oatlet Cap ('F) /60*
(7) 'Ibtal voltme Installed (gal)
/l4 Ga// crys (8) Installation Precsure (psi) l / 80 PE[
(, Approwd: (d Data: U ;/r /, ,
/ '
. Ibvicion 2 1301.91 Jantury 3 4, l'.C7
Data S! vat #1 ATv-'R 45AS U1I T 1
( ^, O2 YEAR 'ICJDCN SUINEILIMCE .
es SMENTHING FILLER .EOVAL & DETALIATIG4 l
~g Tendon No. ll.55 ,
Wadon lop' FILIER FSOVAL g f)/ f "J */
BY (1) Date ReToval Started
' 4//2/*J7 (2) Exterior Cbncrete Tcruperature (F') [2 *8 (3) -
('4) Sbtal Volinn Re-oved (cal) Y "2 . ( t // p g (5) _Cdor Cunge Cbserved NCP Q (6) Saaple Taken -
/ $r,,sa M rrr.rra INSTALIATIcu exas 4//E/7-)
rm C . .
BY
- d. Q. A .
(V ) (1) Ihte Filler Cap Installed 4 = /E *)")
(2) Date Filler Installed 4. /$ = */7 (3) Exterior Cbncrete Tv_.rature (*F) 6 2 'A:
(4)
(5) Filler Temserature at Ptun (*F) . 960 'f:.
(6) FiJler Ten..erature at 0.2tlet Cap (*F) /00')2 (7) '
'Ibtal Voltme' Installed (cal) /Sc G#l//cq h (8) Installation Pressure (psi) ,
/8 hyp ,m S Qy{lo m Q Greet $e lOW. .C'boul 2 F7 /'O'>r. S Erg k .
9 s
\ Approved: /d G - Date: / 4/ 92 /> >
/ /
. Ibvir. ion 2 1301.91 ,7my,ary ) .1, J '.'T*/
D3ta Shcet #1 ARKRISAS LNIT 1
,f
(~ QiB YEAR 'IDJDCN SURVEIIUO;CE
'7 SITE 7dHD20 FILI.ER R2DVAL & INSTAIDsTIQ1 (0 -
Te.3 don No. V56 F '
Iocation 4 cf/ ->.,
FILIER F?lDVAL DTUE 7.~/6
- 27 BY /. Co A .
(2 :- Date Raroval Started dlf 6 - 7 ")
(2) Exterior Cbnerete 'Ibncerature (F*) 7") *8 (3) *
(4) _ Total Voltric Recoved (cal) /dC pep //ess a _
(5) _ Color Chance Cbserved Norprped (6) Sm:ple Taken @ / dbena / Z-/4-77 FIILER DISTALLATICN .
. ? .
(1) Dire Filler Cap Installed 4 - / S J ~/
(2) Date Filler Installed <llf- /f"-7 'J (3) Exterior Cbncrete Te cerature ('F) S'2 #f:~
(4)
(5) riller Tc.-Arature at R p (*F) . 2/s0 *F (6) Filler 'ILumture at 0.2tlet Cap (*F) /BO *f (7) 'Ibtal Voltrre' Installed (cal) / 7 / D C,4 4.4 <-)/ f 6 (0) Installation Pressure (psi) /6"D $ /
- No/c.!. F&s/ crlicmpf /o Me psne e- &e * '2-9-??
W d]reclike t$ OYry &Y-l l
Approved: , _
f') Date: 5' 4/z U7 7 v -
. Ibvicion 2 ,
1304.91 Jamary 14, 3"77
Data bncet it ARKKJSAS INIT 1
( ^, . OE YEAR 'II2iDCII SUREIIIA G p SHEA'DID G FILIER RD-QVAL & DGTAI.IATICN
(
TenNnno. V75 *'
w atson T&
FILIER PE!DVAL
- DAg /3f*T7 BY ,J. c . A .
l (1) Date Receval Started d. //3/"))
(2) Exterior Cbncrete 'IWreerature (F*)
~
72 M (3) -
('4) 'Ibtal volum Renoved (cal) 2 Sc//en g (5) color Ch=nde Cbserved A/c::>rma/
(6) Satple Taken / $t/or/
FILIER INSTAIIATICN DA'IE 4 -/4 -77 C.- . . . -
YZ .2 0. A .
(1) Ihte Filler Cap Ins 611ad 4" /4 -7 "f *
(2) Date Filler Installed 4 - /J7. - 27 .
(3) Exterior Cbncrete Te=perature (*F) M*S (4)
(5) ' Filler Tenperature at PLrno (*F) . 250 *S (6) Filler Tencerature at 0.2tlet Cap (*F) /44. *8 (7) ' Total Volume' Installed (cal) 308. So Tre'se a47A (S) Installation Pressure (osi) //e O per/ *
\
Approved: 8 O[ -
Date: V 4/29 i /
h3
. R2vicion 2 ,
1304.91 Jantury 3 4, ]t'77
Data Shcet #1 ARKANSAS U1IT 1
(^ ,
Q4E YEAR 7D4EQ1 SUWEILIANG )
SifEATHD;G FILIER RF2D0AL & INSTAIJATICN I
l Tendon No. V70 F ' '
Incatica Oci%
FILIER PDOVAL DTdE 4 = /4 -7*)
EX J.O.A.
(1) Date Reeval started 4 - 6.') 7 (2) Exterior Cbncrete 'Darnperature (F') "/*A Q *At (3)
N (4) 7btal Voluna Reowd (cal) 69 c}4//04 3 (5) _C'olor Gangc C6 served N epr e et//
(6) Sanple Taken /Sudpi)$ S= 9-7 7 FILLER E?STAIliTICN DATE d2. /4 = *) *)
r- BY s.a. A .
, g . . . . . . .
(1) Inte Filler Chp Installed 4. /d = 7 ") l
% (2) Eute Filler Installed 4. - /4 = 7 ")
(3) Exterior (bncrete Te:cerature (*F) 8d */lll' .
(4)
(5) Pillar Tcaporsture at Pmp (*F) . 250 F l (6) Filler Tenperature at O.ttlet Cap (*F) /44 */IB (7) 7btal Volums' Installed (cal) //2- @@//CMi !
(B) Installation Pressure (psi) /le O pts
. s * .
t .
Approved: d 0 '
- g-~
' /
. Jbvicion 2 1304.91 .Tanuary H , l'.)~~/
Data SNOT 2:
ARKMSAS UlIT 1
(^, . OC YEAR 'ID DCII SURVEIIlANCE .
( SHE.rmiING Fri.TER RDDVAL & DSTAllATIGi
(
Tendon No. V95 ,
location 7'v 3 ' __,
FILIER P30 VAL DidE M -b "/ 7 t
^^
BY Js O,A.\ .
(1) Data Rmoval Started 4. - (, ") ")
(2) Exterior concrete 'IWnperature (F*) "7") *$
(3) -
('4) 'Ibtal Volu:ra Re~oved (cal) 2 gc//cri.e. *
(5) _CoJfr 01ange Cbserved A/orm c./
(6) Satple Taken / $4C /= ,d [4 -/2 - */ 7 ,) __
FILLER INSTALLATIGI DNIE d - /',3 *) ? ,
BY t]. O . A , , !
- 1 l (1) Date Filler Cap Installed 4./g.*/7 g )
(2) Date Filler Installed e;! - / S ~/ *) _ ,,_ ,
(3) Ekterior Cbncrete Teprature ('F) "/ 2.
- C _ ,,
i I4) _.. ;
(5) Filler Tencerature at Firno ('F) . '2 6 0 ,C j (6) Filler Te:Trerature at O.itlet Cap ('F) /SC *f _
(7) 'Ibtal Volute' Installed (cal) sGG Ec77061 B4 7A (8) Installaticn Pressure (psi) /6O p3p _ _ _ _ _ _
l t
D Approwd: ,h/ ff ._ _ _
[V .
Date: 4 _t d y ' ' .-
, o
- i. . ;, ;,.,n > inns m --...-,e <'
va w .>. w .
ARiUNSAS LNIT 1
(^, . QC YEAR '1L4ND22 SURVEILIJWCE .
/] SHEA'DiING FILIER RO-DVAL & INSTALIATIG4 O
Tendcn No. /95 .
rocation d o b m ,
l l
FILIER P21-DVAL
- LtdE N*b"77 BY V . O A . _
(1) Cate Raoval Started 4 7") _ ;
(2) Exterior Concrets '1Wrpe.rature (F') "7 '/ ~/="
(3) *
' ~
(4) 'Ibtal volum Renaved (cal) */d,e)cP// orts (5) _ Col,or Change Cbserved A/o/.->;c:P/ i (G) Saaple Taken -
/ GQOr/ [2 77) _ _ _ .
FILLER INSTALIATION DATE d -/ 2- 7')
BY d .C.A ,
( . -
() (1) Dite Filler Cap Installed 4 - /q */ 7 (2) Itite Filler Installed s7.-/8 '77 (3) Exterior Cbncrete Te7;erature (*F) W *F (4)j ,
(5) l' iller Tem erature at Ptmo ('F) . 2 50 *8 (6) Fi.ller Terrperature at Oh_let Cap (*F) /Cd *8 (7) '7btal Volume Installed (cal) //2 94//CM,T _ . _ _ .
(8) Installation Pressure (psi) /60 psf h
Q
- Approved:
Data: f 4k9./h
/ /
. navi:. ion 2 1301.91 January 11, P.'Ti
Data SMet #1 ARANSAS II4IT 1
(', . OE YEAR 'IDiDCN SUWEILIANCE .
/' 's I
(v ) SHEATHPJG FTT.TFR RD-DVAL & DGTALII.TIQ4 l
. l
. 1 Tendon No. 1 D 2 0
, . tocation succi s.gp .
FILIER P.9DVAL DNIE I fdde==")~/ !
BY O ,A, -
I (1) Date RcToval Started f 7sf. "J".3_
(2) Exterior (bncrete TcToerature (F') [p3 T < l (3) *
" l (4) 7btal Volum Recoved (gal) N \ S&WM%
(5) _Col,or Ounge Cbserved p i c fg O tr a te g @ 4 e *_ S T C m d)
(6) l Saaple Taken I Qt 1Ag7(T Qd "J")
FIILER D1STALLATICN W:
DME 3~7 ="J"7
("\ .
ar_D . *.
A. .
(1) Dite Filler Cap Installed M "
f=y (2) Date Filler Installed S. @ *")7 .
(3) E>:ter.'7r Cbncrete Tg_rature (*F) $ @ h' (4)
(5) ' Filler Teaperature at Firr.o (*F) . MO Y (6) Filler hyture at 0.2tlet Cap ('F) 1(g C,7 (7) 'Ibtal Voltrrd' Installed (gal)
"S"7 d"$QAQ4 (8) Installation Pressure (psi) <
136 Gd)
. s .. ..
Approved:h V)
- Date: # #/2 4 h ')
/ /
e h QOO 0 P
regt: A v. 1-D3ta Shoct #1 ARKANSAS LNIT 1
(', . OE YEAR 'ID4DCN SURVEILL'WCE SHERIHING FILIER FCDVAL & INSTAIJATICN Tendon No. [ O 2 O ~'
Incation F/d/ br e::,
/ .
FILIER PFlCVAL DE 7"ZS-77 BY J. O . A .
~
(1) Inte Reroval Started 2- 2 5 ~/7 (2) Deterior Cbncrete 'nmeerature (F*) [s0 'M (3) -
~
(4) 'Ibtal Voltrna Renoved (cal) /2 d)C//OA:p3 (5) _ Coler Change Cbserved
/\/dt"/"/Jc7/
(6) Saaple Taken / $t,/cfr/ [2-26-77 Fri.TFR INSTALIATICN DNIE M *7 ~27 BY /. C . 4 .
(1) Date Filler Cap Installed 3 "/ = *) ") . -
(2) Date Filler Installed 3-/8 "/7 (3) Exterior Q3ncrete Tmature (*F) .S3 *F (4)
(5) Filler T2nrerature at Ftrro (*F) . Mc *F (6) Filler 'hocrature at 0.2tlet Cap ('F) /2O *S (7) 'Ibtal Volume
- Installed (cal) 3GG 3A/cp E*/D (8) Installation Pressure (psi) { /50 pc/*(puswpen 3/:qoNJ
., . .. .- . s - . -
e (V) ,
Approved:
Date: # 4/zf/> 7
/ /
R2ViGion 2 '
1301.91
_ diT@nnn' 3.L 3 8)~/
Page 1 of 1^
Data Sheet #1 ARKMJSAS INIT 1 I^ .,
OE YEAR 'IDIDCN SURVEIIIMCE SHE70!ING FILIER RCDVAL & DGTAIIATICN .
l Tendon,No.dO2b ~'
Iccation s4c,o Eesc FILIER FEJOVA_L D7dE $=7"7 7 BY J C. J4 .
~
(1) Date Removal Started $=7= 77 (2) Exterior Cbncrete Wature (F') $h Y (3) '
(4) 'Ibtal Volum Ren:n/ed (gal) 3 (1//csM (5) _Chier Cunge Cbserved [/@rp>1Q /
(G) Saaple Taken / 83dfCP/ ,9 "/ =") 7 FIILER HISTALLATICN
=
DAIE I)"'Y-7)
BY J. C. h .
~
(1) Date Filler Cap Installe_
S=9 77 (2) Date Filler Installed -
4 -/d = 7 7 (3) Exterior Cbncrete Te .arature ('F) S '8 (4)
-(5) Piller Tencerature at Ann ('F) . 240 *8 (6) Filler Te cerature at 0.2tle* Cap (*F) /2C*M (7) 'Ibtal Volt:ne' Installed (gal)
/ 3 G C // c n '$
(8) Installation Pressure (psi) /323 pO/
?pproved:
Date: # 4 /2 9 / n
[d r s l .
resudainse .7 stSw ut_ m .
reu A m
- Data Sheet il ARKINSAS WIT 1
^
. CEE YEAR 'IDJECN SURVEIIIING SHE7dHING FTT.TER RD DVAL & INSTAIIATICN TendonNo.IO'20P IocationBSD ? '.D FILIER PDCVAL DTCE 83 -7 ~D BY FO . b. .
l (1) Date Reteval Started 'B 7 ~7 -)
[o8 Y (2) Exterior (bncrete Temperature (F*)
(3)
(4) 'Ibtal Voltrre Remved (gal) I.Ad(ffajg (5) _ Cole - Change Cbserved tODRQ1L.,
5 (G) Saaple Taken l Q(JM?T* S a
~) ~?"7 FIILER INSTALLATICN DA'IE "8- 9 d ~/
m . - . .
BY O A..
(1) Date Filler Cap Installed 3, Q 4 ~)
(2) Date Filler Installed & \ @ *") 7 ,
(3) Exterior Cbncrete Tz:prature ('F) 5G's _. .
(4)
(5) Piller Tenperature at Ft:rn (*F) . I.4I.O F _ _._
(6) Fillqr Terrcerature at OR.let Cap (*F) lIO Y (7) 'Ibtal Voltre' Installed (gal) S TE' g ',.h e c r='0 0 (8) Installation Pressure (psi) 130 fSk ?> f> c g i/-rc)j :...
) Approved:
Date:
/7 4/29/r
, / /
1 i
A
rap a vs. a Data Sheet 01
, ATWNSAS UJIT 1 .
\
[ .
QC YEAR TENDCN SUTUEIIIANCE
. Nj .
, SHETCHING FILIER RDOVAL & INSTAllATICk4 '
Tendon No. 2DC8 ~~
IccatL- 4 M p' FILIER RDDVAL *
- DTdE 8//8/77 BY J.O. s .
(1) Date Rmoval Started S//Sh7 (2) Deterior Cbncrete Teneerature IF') 76*
(3) .
(~4) 'Ibtal Voluna Proved (cal) /(. C9//en a (5) _ cl o cr Chr.nge C6 served Normer/
Sanple Taken (6) '
/ Auor-/ 5//a/77 FIIIER INSTALIATICN d'
._4 . . . .
INGE S//'f/JZ sr s.o.4 (1) Date Filler Chp Installed G//c)/7")
(2) Date Filler Installed 8/23 /77 ,
(3)
. D:terior Cbncrete Twaature (*F) 80*
(4) *
(5) I' iller Te:rcerature at Peru (*F) . 250' J) Filler Tt=crature at O.rtlet Cap (*F) /40 *
(U '1btal volu=d'InstalleS (cal) 45.Gaf/oAs (8) Installation Pressure (psi) /80 pss' -
A
, g *., .* '
3 e
- O t
n'
'mJ -
- Appriavea: 9 8
. Date: 5 shp / > >
. / /
i royu A vs A Data Sheet il AWJNSAS LNIT 1 QE YEAR E'DCN SURGIIl1NCE ,
'SHFXSING FIIJER WJOVAL & INSTAllATIQ4
~
Tena x no. 20a6
rocation Fle O-rInsa movn.
. mas BY eldn DRC.
(1) Date Rmoval StartM 9= l$-77 (2) Exterior 03ncrete Teneerature (F*) . 60* *
(3) * '
(~)
4 7btal Volt:m Reoved (cai) 25 GALi. oms (5) _ Cl o or Change Cbserved L[(,l,lT (!ygpWAJ 30 04gte FApW 3 [
(G) Sanple Taken -
I af] A RT Od FIIlER INSTALIATICN '
m7E 5fG h7 !
.' ~~
BYt.o. fl . d.
(1) Date Filler Cap Ins M11 M '
EJM ' '77 (2) DateFille2 Installed 9' I7. h '"17 .
(3) Exterior Cbncrete Terarature (*F)
. 'M. . -
(4) - - *
- 5) ' Filler 'nzncerature at PIT:o (*F) . .
780*
(6) Filler Te:-.crature at 0.2tlet Cap (*F, 14 0*
(7) '7btal Voltre Installed (cal)
- 4GG 4 mop GND (8) Installation Pressure (psi) lGC esi (Pumpen mm 1 Hop mp) 4
, g **. ** ** .
t
.' Approved:
nato:
/M
_gA
, 4,4 y
r a,;.: 1 ut a Data Shcot il Ar4A*EAS u1IT 1
[m') .
Oc YEAR 7LNDCN SUREILLY CE V ,
.SITFJdHING FILIER IGOVAL & INSTAIJATICI Tend 71 No. #J D l]
IocationYNOh FILTER PElDVAL
, DtGE _p f If.,*7*7 BY D. 8.) .C.
(1) Date Raroval Started 9 )f ,.*7"7 (2) D:terior Concrete 'Ibucerature (F*) 80*
(3) -
(4) 'Ibtal Voltrre Re=oved (cal) '29 A6L1.ONS (5) _ Cole: Chance Cbserved NOR mal (6) sr.nple Taken I dita AR.T
/ FILTER INSTALIATION
' DME 6l36l*I7 5.i . . .
BY D..C.. (1) Ihte Filler Cap Installed
@} { $l=)')
(2) P$te Fi.ller Installed 5 Ml% (3) D:terior Cbncrete Te: ;>2ratu"e (*F) 80* _ (4) , (5) _riller 'Itt.crature at hm (*F) . p., 60 * (6) Filler Tc:=erature at 0.2tlet Cap ( F) I3$ (7) Total Volt:ni'InstalleS (cal) M6 r/GCp &A/D (8) Installation Pressure (psi) .Fvw,oed - Mam /ce/d 6n d
. c.
.. .. . . - s .. .
s g () [N,
~. .
App 1 uvea: 3,/8
. ** 5,'N- h
ro p A vs A D3ta Shcot il ARUGSAS U4IT 1 (~'[ . OE YEAR 'IIND3 SUINEILIR CC U - surRmmG FUJER }GDVAL & INSTAIMTIQ4
. l Tendon no. 20# -
Iocation 7/e/d - FILIER PEDVAL - nzGE '6//.9/77 BY J.O.A. 1 i (1) Data ReToval Started (2) 6//3/77 Exterior Cbncrete 'Arcerature (F') 74 * (3) * *
~ .
(') 4 'Ibtal Voltrre Recoved (gal) (5) _Cgle - Cun e Cbserved
- 20 Go//m f
_Normg/ (G) Saaple Taken
/ Scyor/.
FTLLER INSTALIATIG4 7] nadE S/23/*/*7_ _ l Vw BY J.O.A. (1) Ibte Filler Cap InstallM ' 5//a/77 (2) Ibte Tiller InsFalled ' g)23/77 * (3)
' E>:terior Cbncrete Te::carature (*F) 80*
(4) (5) 'Piller Team.rature at P rro (*F) . 2 <a * , (6) (7) FiJler 'Ib.~oarature at 0.7tlet Cap ('F) /06*
'Ibtal Voltras' Installed (gal)
Sc. Gep//es;ry y (8) ' Installation Pressuru (psi) /80 pa#
- ti
.c
('^; \s' . . 1
. Ipproved: A ,e lhte: U
. T,/> ,< / n
raye A v,. 4 3.. . :< r . Data Sheet il ARK 7dSAS U11T 1 ou: YEAR SDEXN SHTEILUWCE . snEAmma FILLsn movA'L r. InsTAruTICn Tendon No. 3$ 08 ** Iccation 54ep FIUER PSCVAL ' mg j /g/77
~. .
. u s.o.A.
(1) nate hoval startad
^
(2) 5//o/77 D:terior C:ncrete Tenceratura (F*) 7c* (3) .
~
('4) Total Voluna heved (cal) 22. Sep// spy 3 (5) _CnJc- Gunce Coserved A/ony,cg/ (G) ,' Saaple Taken '
/ Muce.d
$/'i%/p')
FILLER INSTAILATICN mg S/,"G/;) fi %f h
# '# ' ^ '
. ..? . . .
(1) Date Filler Cao Insta11M (2) SW Date Filler Insf nlled ' S/25/77 . (3) Exterior Cbncrete Ter:perature (*F) 78 * (4) * * (5)
' Filler Teaterature at Pcto (*F) . 250 (6) Filler Ece_rature at Cetlet Cap (*F) /35 (7) 'Ubtal Volu:d' Installed (cal) -
42 Ga// cry.r (8) Installation Pressure (psi) '
/Sc psf -
. s *.
l
. e N -
?. ##
. Aggruvea:
Dato: # f A p .4f A 3
/ f
roy: A vs A ARr:7NSAS L111T 1 Dsta Sicot il ! i
/ ,,
OEYEAR TCJD34 SUINEIIIANCE -
'SifENMING FILIER }DOVkL & INSTAI2ATICIq
. Tend 0n No. 5D08 ~~ ~
l Wah FIE.LD : FILIIR PFJDVAL
- IPGE BY__ J-IO *I'/
- 9. N .C.
(1) Date Retoval Started S.(0 77
~
(2) ! Exterior Q3ncrete hwature (F') $6* (3) -
~
(') 4
'Ibtal Volt:m Pamved (gal)
(5) _Colcr Change daserved l5 farAL. L.ON 5 NQptMAL, (G) Sanple Taken ' l Gs,fA gy s ITLLER INSTAIIATICN - I is (, -2 S .71 L . . . q <t. ~ . , sy
- p. g . e ,
(1) Date Filler Chp Insta11M (2) Date Filler Installed I M ep, q 37*) * (3) Exterior Cbncrete Tegerature ('F) ; (4)
- 76* -
I (5) Piller Te:Tserature at Pino ('F) . 250*e (6) ; Filler Tr_.verature at Of_let Cap (*F) l36 < (7) i
'7btal Volt :d' Installed (cal) '
(8) $6G d}0P L8NO Installation Pressure (psi) P QM p6D FA0m 9 Hor , FNs> 4 i
. s **. ==
.* ..* I v .
.' ApprOWd:
I~: e pu,t.o
._y. .. .
Data Sheet il ARPJNSAS UiIT 1 l ( ^, . OiE YEAR 'miDQ1 SURVEILI/WG SHEA'DiING FILIER PODVAL & INSTsMQ1
)
Lld . Tendon No. 3O2[ '* Iocaticn CNC73 FrusR rnovAL Dus S//o/77 BY J. O. A. (1) Date Removal Started S//C[77 (2) Exterior Cbncrete Tenperature (F') AA
- S (3) '
l (4) 'Ibtal Voltre Recoved (gal) 4 GCP//OcG l (5) _ color Change mserved Mc/"/>pcP/ (G) Sr.nple Taken
/ @ucr/ [S//C/77 )
FrTJFR INSTALLATICN DA'IE N/ 77 C. . BY J. O. A . (1) Date Filler Cap Installed 3[/(/"/> (2) Date Filler Installed S//4[7 *) . (3) Exterior Cbncrete Tcr:perature ('F) 88 *S (4) (5) Filler Tamerature at R:ra ('F) . 226*8 (6) Filler Te=cerature at 0.2tlet Cap ('F) /2O *8 ' (7) Total Volume' Installed (cal) SS CW//cn3 (8) Installatior- Pressure (psi) /50 p::/
. s .* -
- f '
Approved: h?h Data: / 4,/? 7,b ~>
. Fcvir. ion 2 1301.91 Jamury 3 4, l'.'~/
Data Shoct il ARGiSAS uiIT 1
-
f f
nsta Sheet #1 ARKANSAS UJIT 1 om vcAR 2naxu suaven.t;scs surAmma rrr.rra naovi s msTArurrm Iccatico MC)l2 Tendon No. 2/ Md#2 FILIER FF!CVAL
~
DME 6//7["/")
. BY .J . O . A .
I (1) Date Rmoval Stad_+3 3//7/77
~
(2) Exterior Cbncrete 'nnneerature (F*) dN3 *F l (3) ('4) 1btal volum hoved (cal) 4 .[MMoo S 1 (5) Colcr 01ange Cbserved NOr/MC// / (G) Sanple Taken l 0]tdtQ& (B//?} ~)7 ) Ftr.TrR INSTALLATICN DMES[3C/)7 a s. o. A . (m) f (1) Date Filler Cap Ins + allM
- n/3.C./27 I/2.'2./77
~
Date Filler Installed (2) (3) Exterior Cbncrete Temperature (*F) 60'8-l (4) (5) Piller Tewature at Perp (*F) . /SO *F
- l I
(6) Filler h +rature at 0.2tlet Cap (*F) /dC 8 (7) 'Ubtal Volt:me Installed (gal) 7 04// CMS * (8) Installation Pressure (psi) 80s4 rec / bV/ ht dHC/ce/-S _
- a. . .. -'
...- s
~
/~'N i Approved: :
u D3te: -
/ MS/b r /
Data sheet #3 ARKmSAS u1IT 1 (^, . OE YEAR ENDW SGUEIMIWCE 1 o Q l SHEA'D12NG FIRER FDQ*% & INSTALIATICN n'endonNo.2/4/.4f ** Iocatica M.-T. 6//D '
. s FIUsn REr.cvAL -
bg /7 77 BY_2 i A. 1
\
(1) Date Renoval Started .3-/ 7- 77 (2) Exterior Cbncrete 'Ibnperature (F*) 7C [ (3) * '
~
('4) 'Ibtal Voltran Renoved (gal) 4&dt 4.CA./s _ (5) _Colcr Change Cbserved A;/Q7Afg\f,
, (G) Sr.:1ple Taken / S U4 47" l FIHER INSTALIATICN , NE D '22 ~ 7 7 BY O ,'A T. -
(1) Date Filler Chp Insta11M
~
3 -22'-77 - (2) Date Filler Installed 3 - 2 2 - 7 *~/ . (3) Exterior Cbncrete Te perature (*F) (el Y (4) (5) ' Filler Tenperatu.e at Ptro ('F) . 7dV (6) Filler Tenperature at 0.2tlet Cap (*F) I/MT (7) ' Ictal Volumd* Installed (gal) 5 GAL.L.6M % (8) Installation Pressure (psi) 4 lapp WIA("> %).4 DAp@R
. s a. . .. -'
. l 1
l r .
'd . Approwd: h-Md Ente: 9 4 /2/
9 /> 7 s- _ h vir.i@n 2 SUEfLJR Sstmnssh
Pag 2 1 of 1 [bta Shcot #1 ARKN4SAS U1IT 1
- f. OE YEAR 'ICiDCN SURWILIANCE SHEA'IHING FIIlER EbVAL & INSTAIlATICI4 Tendon No. 2/ H46 **
iccation s/>op Ersd v i
)
rztrra movAL om 3//s/77 BY J. C. A . (1) Date Rmoval Started 3//5/77 (2) Exterior Cbncrete 'IbTeerature (F*) 72. *F (3) * (4) 'Ibtal Volum Re::cved (gal) 4 Sep//crJS (5) Coler Change Cbserved Nor*&7c:7/ (6) Sanple Taken / Guer/ (3//S/77) rrr.Tra mSTALIATICN IAE .3/,%/7 7 p . BY J. 6. A. l l (1) Ihte Filler Cap Installed U/3M") *) l (2) Date Filler Installed 5/sa/ y -) (3) Exterior Cbncrete Trp_rature (*F) 88 *)E * (4) (5) Filler Tencerature at R:rn ('F) . "245 *F-(6) Filler WWature at 0.2tlet Cap (*F) 2 E.C *F-(7) 'Ittal Volme' Installed (gall
$ $ G@//ce 5 (8) Installation Pressure (psi) lPhup-M N//:h 6&vc/;ed e s *. *
- e S
- 9 9
d Approved: 9/d D3tc; f 4/r9/D
.3 . . .
Data Shcot il ARK.TUSAS U;IT 1 { QE YEAR 'ICJD21 SLTfEII.11NCE (J SifE7dHING FIIJER EDW.L & D:STAILM'ICt1 TendonNo.7.1LI.d,E ~ ' IccationTit:UD* EUD FILIER EDVAL D7dE b-15-77 BY D .L (1) Date Rmoval Started '53 IS y y (2) Exterior Cbncrete Tsuperature (F') O 7d P (3) * (4) 'Ibtal Volute Reoved (cal) *E3 M A_L L N q (5) color Change C6 served --- h 2OC2hA A l _ (G) Saaple Taken 1 (DUip,T* ! FIILER D:STAILATION
~N . -
DME5!75!?7 By n
- A '
(O . . . .... . .
~,
I (1) Date Filler Cap InshllM B[/2'5/~7 ~7 (2) Date Filler Installed 3[f5[77 . (3) Exterior Cancrete Te perature (*F) SB F ) (4) ! (5) Filler Tericerature at P_Tp (*F) . f.lO h _( 6) Filler Te::cerature at 0.7tlet Cap ('F) l985 8.Tr (7) 'Ibtal volume' Installed (cal) 4. /' t 6 tat _l'A O6 i (8) Installation Pressure (psi) Q @+s mM O.MLG7L p - b Approved: OMN Date: # 4Mfn
//
s ur , - Data Shcet il AFKANSAS UlIT 1 n ce Yzan mmi SuavrIuAsCE Q SHFATHLNG FIIlER FE!CVAL & INSTAIlATICU renoon no. 2/ N 53 ;- - - Iccaeronybop end rInsa rs oval DraE BY 3/2c/77 (1) Date pa mval Started S/2c/77 (2) Exterior Cbncrete Temperature (F') bO 'M
~
(3) (4) 1btal Volum Peoved (gal) 3 GC//cr33 (5) color Change Cbserved A/cNY?q / (G) Scaple Taken / Sepce/ D/r.2 /77 FrTJRR INSTALIATICN DATE O!20!77 ,h BY V .C . A . , . . q) . . (1) Date Filler Cap Installed '3/23/77 . (2) Date Filler Installed 3/2 S/77 f (3) Exterior Cbncrete Tw_rature (*F) 70 Y l (4) (5) ' Filler 'Itaperature at Ft:To ('F) . 2MO N ; (6) Filler Wyature at OJtlet Cap (*F) /42 8 (7) ibtal Volume
- Installed (gal) 7 G C//C# W (8) Installation Pressure (psi) 80ur M/# M) 6&vdAd./g
- A U Approwd: h,[M Date: # 4/2 '//7
)
N m
1 Data Sheet il AWMSAS INIT 1 C2 YEAR DEN SURVEILIR;G ('O ' SHE.4IHING FILIER RDDVAL & INSTALIATION Tendon No. 2i Lk53 IocatimfIsto_gh}o FILIER PSDVAL mm D- 7.7. '77 BY O _A n~ j (1) Date Fmoval Started ~6 '2Q ~/7 Exterior Cbncrete 'hmperathe (F*) (el Y (2) (3) l 4k #AU COD (4) 'Ibtal Volute Re::oved (gal) l (S) _Colcr Change Cbserved K lOQu A (G) Saaple Taken i OggT-
.r FIILER INSTALIATICN , DAE D-I3- 77_
BY. .Q.A. fC3 (1) D!tte Filler Cap Insh11M B-26 -7) (2) Date Filler Installed 3 '2.3-77 (3) Exterior (bncrete Te':perature (*F) 6l Y (4) (5) ' Filler Tenrerature at R.p ('F) . '2.10 (6) Filler W.arature at 0.2tlet Cap ('F) \Mk (7) ~'Ibtal Volume' Installed (gal) E N (dd.U L o d S (8) Installation Pressure (psi) i MUD U M P @ CM M QS -
. s .. .' . .
' t Eute: 6 4/2 9 /-n
/ /
rage A vt 4
. Data Shoct il
. AIEmsAs ui1T 1
,O
- SIIEA' MING FILIER FDOVAL & I!GTALT.ATICN
~
~*
, TendonNo.Ol4f$6 Iocation Shop-FILIER FSOVAL ~
DidE M)B)T7 BY EH.c-(1) Data ReToval Started ajj:3 '73 (2) Extarior Concrete Te:=crature (F*) 70 * (3) . ('4) 'Ibtal Voluna Reeved (ga.1) 5 GAL,L,0NG ' i (5) _Colcr Change Cbserved NOgy A1, (6) Sarple Taken
- I AUARJ 5-M7 -
1 v FILIER INSTAIIATION
. , DATE E 4 "I') )
BY D. R . t. (1) Ihte Filler Cap Installed 9}4 7") (2) Date Filler Installed ' 5 4M7 - 4 (3) Exterior Cbnerete Ter.erature (*F) "76 (4)
* =
J5L 1
' Filler TWn eratum at P.:m (*F) . T.JO !
(6) Filler IVr. arature at 0.2tlet Cap ("F) 7.00 ' (7) Ibtal Voltr.u' Installed (cal) Gh G A L.L O bl #, 3 (8) Installation Pressure (psi) pegjgr.-b NITH SucKE-T .
. s .*- - -' .
g J -
.- aggrovca:
nate: f 9# 4/zon)
/'
. rap a w a nata Sheet il ARKANSAS UiIT 1 1 -] -
oc ycna sInDaa sunvsIIvace l
, Savanmc rrnra m. oval & msTAuATIca . !
~
Tendon no. S/HSS - wa s fiefh FILIER PSDVAL - WGE $/0/77 BY J.C.A . : (1) nate Em oval Stax+ M 5/3/7*7 (2) Exterior Concrete Terreerature'(F') 66 *F (3) ' ('4) 'Ibtal Volum Proved (cal) i 4 . G o //o n s (5) _Colcr Change Cbserved Neerra/ (G) Sanple Taken {
/ dI407/* f 1
l g . . . E s/. A (1) Date Filler Cap Installed - 6/6/77 - (2) Date Filler Installed ' 6/6/77 . (3)
, Exterior Cbncrete Te::::e.rature (*F) 76*F (4)
(5) ' Filler TLwature at R:ro (*F) . ?A4 * (6) Fi]ler Te=arature at 0.2tlet Cap (*F)
\
/6C * {
(7) ' Total Volt =e' Installed (cal)
^
dis G4//CM.T (8) _ Installation Pressure (psi) A p u rte c 9 W # M d 4 C A f /=
.. . '. k .
l l s
=
e 4 U - - Appmved: Date:
/8 l
-r/Jo/D <
/
rayu a vs a Data Shoct il V I ARMSAS INIT 1
}.
(*. , CE YEAR TiNDQ4 SUWEILIJNCE . I 7 !
- SITETCHING FILLER RiDOVAL & IhSTALUTICti i l
~
. Tendon No. MN 3i *'
Iccation MCp' FTr.TER PSOVAL ' EIE 8-6*77 BY O. tl . c . (1) Date Reroval Started . 5-5 17 (2) Dcterior Cbncrete h_rature (F*) 7f * (3) * ('4 ) 7btal Voline Remved (cal) J$. C 4 .llC f) S (5) _Colcr Cun::e Cbserved NORt1AL Sanple Taken - I-QUART O(6) . FILLER INSTALUCICN s , DA7E 5 f,} 7'7_ _ _4 . . .
- BY (1) Ihte Filler Cap Installrad 5-b ~{*I
~
(2) Date Filler Installed F -le ~}') . (3) Exterior Cbncrete Te: .erature (*F) 80 * (4) (5) ' Filler 'ltmerature at Perto (*F) . 7% (6) Filler Tc. erature at 02_let Cap (*F) l40 (7) '
'Ibtal Voline' Installed (cal) 'Jg. G.Al.LA N 5 '
(8) Installation Precsure (psi) 1PouREp WITH SycRET
. s a. . .. '
. ., g
. ** {
l
. l
. 3 0 -
N] - i
. . I'
.' Approved: ,
- Dst.c: f -r,/z o,/> ')
J rage A w. 4 -
/ Data Sheet il V '
AWJNSAS ui1T 1 (,. - o m vrAR Tm o m SuaveILuw e SHEA'DiD'G FILIER EOVAL & INSTALLNTIQ4 .- Tendon No. .3/ N 5 9 ~ Iocation r/e/ d . FILIER ECVAL - D7CE 8/6/77 ! BY J.C.A . , l(1) 1 Date Reeval Sta.t+~1 l(2) S/8/77 ) 1 (3) Exterior &ncrete 'De:=erature (F*) 76 *F l ('4 ) 'Ibtal Voltrra Reoved (gal) l(5) _Coler Gun e Cbsented
.3. Sct//cos l(6) Sa:1ple Taken Noreof
/ $4/or/-
FILIER INSTALIATICN DA'1E .5/6/*77 BY J. O. A . - (1) [hte Filler Cap Installed (2)
.6/6/77 -
Date Filler Ins 911ed .6/6/77 ' (3) . Exterior Cbncrete 'Tererature (*F) 76 *p (4) (5) (6) _ Filler 'Ibmerature at Arto (*F) . Wc
- Filler L. c.rature at O.rtlet Cap (*F)
- 70 *
(7) '
'lbtal Voltr:c' Installed (cal)
(8) 4hN#M' Installation Pressure (psi) ;# cur M N/M duckcM 7
. ti
, . . , e .,
, g **. **
=' *
. =
. . 1 s
g .
. mec: u 4os> >
' ~
rogt: A v 4. A Data Shcot El
, AmussAs WIT 1 CN 6Q '
CC YEAR 'JUJD24 SURVEILLN4CE , SffFJmiING FTTTFR JDOVAL & INSTAI2ATICN .
~'
Tendon No. Il M D I.ocation WOf FIIJER PSDVAL *
. D7GE E4 2l> "I"I BY p. M .d .
jl) Date Renova 1 Started 4 82.la, "7 7 (2) Exterior Cbncrete Temoerature *(F*) Fi
- l (3) .
('4) '1btal Voluna Peoved (cal) ,2 4. GA.1,.LON $ (5) color Ourge c'e served N OR M A L (G) Sanple Taken I (RuAFtT 4-}2(,h-) FIIJ.ER INSTALIATIG4 DNIE k2D e v er o. u .c . L,,- . . . (1) Ihte Filler Cap Installed 4 -Q(,-77 (2) Date Filler Installed ' 5 - 2 S 77 (3) Exterior Cbncrete Te: .:erature (*F) 80* (4) ' (5) l' iller Tenrerature at Ftrno (*F) . 7.60* (6) Filler hwature at 0.2tlet Cap ( F) (#14 (7) 'Ibtal Volt:n5* Installed (cal) See /-/e/d End (8) Installation Pressure (psi) , bm0Cd Fl?DM FIGLO SND
'a
? .
q s
- 2 Appttved:
Ilste: # </2 #/7 i 7
/
n
rug.: A vs A Data Shoot il ARKRCSAS LNIT 1 .;b J . Cuz ma som SuRvEIwwa
~
SHEAEING FILIER RDDVAL & INSTALT.ATICN-
. - Tendon No. 9/ #40 **
Iocation F/c/d ' FILIER FFJDVAL
- DME N/26/77 BY .j . o . A .
1 (1) Data Rareval started - (2) 4/26/77 Exterior Cbncrete Mrmrature (F') S/ * (3) - ('4) _ 'Ibtal Volme RLuved (cal) 2 3 . M //o p.,y i (5) _Colcr Cunge Cbserved (G) Sc:1ple Taken - A/ormer /
) Qe.tas.y!. (4./2.(,/~)7 )
4 . . . -
$".i?b.9.T .
(1) Date Filler Cap InstaDM 4 4 -77 (2) Date Filler Inst-*Tled ' * (3) S'23 77 . Exterior Cbnerete Te:rperature (*F) 80 (4)
- I I
(5) i' iller harature at Ft:ro (*F) . 260* (6) Filler Tc.Wature at O.:tlet Cap (*F) (7) '
/24
'lbtal Voltmi Installed (cal) 8S Cw//en's (8) Installation Pressure (psi) *
'240 ps/ -
- 11
' . .? .: . .' . ,. .' .. ., .
. I L
1 I g o .
- Approvea: G / 4'
' Date: C </z. @ ,?
rayu A vs A Data Shoot il
, AEK7GSAS LNIT 1 .
f, . , OE YEAR TEND 24 SURVEILIJWCE
-SHF1dHING FTT.TER PE!-DVAL & INSTAILATICN
- m oon no. ww -- f- meuem swg FILIER FSDVAL m 6 h 7"1 BY j D.M.6.
(1) Date Ilmoval Started 5 l(,177 (2) Exterior Cbncrete 'Dreerature (F*) 70 (3) - " ('4) 'Ibtal volum Re:toved (gal)
, 4 GALLONS (5) _ Color Change Cbserved __ _
NaRMAL . (6) Sa:1ple Taken - l Q U A R*f FTT.TRR INSTAILATICN , , DA'IE I /la f 7 7 P sY D.u .c . Lj . . .
~*
(1) _ Date Filler Qip InstallM
$ d 4f'7")
(2) Date Filler Installed ' Sl6l77 . (3) Exterior (bncrete Tr.e_rature (*F)
"7 9 *
(4) * (5) Piller 'ns:rcerature at P.:mo (*F) . 230 (6) Filler Te:=erature at O.rtlet Cap (*F) l40 (7) 'Ibtal VoluM" Installed (cal) 5 GALLON >$ (8) Installation Pressure (psi) PouREP WITH SucRET I
, .' Approved: -
n.. ~ < <
i rap 1 vu a g Data Ercot il V . AmuwSAS tDIT 1 [,. om YEAR maxx suwEn.tiscE snErsmmG FHJER EOVAI, & INSTAIIATICN Tendon No. Of N AI ' -
.Incatica F/C/d Fif.TRR F.ElDVAL -
. DNIE 8/6/77 BY J.O.A.
(1) Date Renoval Started S/4/77 (2) Exterior (bncrete Temoerature (F*) . 74 'r (3) - - (') 4 Total Volum Re toved (gal) 4 @//en3 . (5) _colcr change Cbserved Normof (G) Sanple Taken
/ Quae / .
FIILER INSTAILATICN mg S/h77 m p- . . av s. o.s . (1) Date Filler Cap Insta11M S/6/77 (2) Date Filler Installed S/4/77 . [
. (3) Exterior Cbncrete Trpature (*F) 76 "A (4) -
(5) l' iller Tencerature at Ptro (*F) . Edo * (6) Filler 'D2.r eratum at O.ilet Cap (*F) /6 5 * (7) 'Ibtal Voltre Installe3 (cal)
- 6. Gg//en-s (8) Installation Pressure (psi) #eured wsM Jave/ref
. . D . ,
[
, .' Approved: [ / [
. Date: %%M
o
. a i
cogu A vs A - Data Sheet il AWW4SAS U4IT 1 .
,., QCE YEAR 'ID4DCN SURVEILLANCE:
SHEA'lilING FILI.ER TE!DVAL & INSTALLATICN Tendon No. ~dI+1@O ** Iccation SHC FIIJ.ER FSDVAL ' ' LtGE 5-9-77 BY D.4 4.. l(1) Date Removal Star +M 5-9-77 (2)
*beterior Cbncrete 'Brrcerature (F*) 70 *
(3) , l(4) Tbtal Voltrre Rs=oved (cdl) l(5) BGALLONS _Colcr Chance Cbserved NORMAL
'6) Sc.7ple Taken 1 RUART -
Fri.TPR INSTALLATICN ,
, DATE 59*l7 ~
. . . . BY (1) Date Filler Cap Insta11M 6 9-77 (2) Date Filler Ins *>11ed (f9f */7 .
(3) (4) Exterior Cbncrete Tcccerature (*P) N* - (5) ' Filler 'Ibinerature at Ann (*F) . 2."20 ' (6) Filler T6 erature at 0.2tlet Cap (*F) 15'o * (7) ' Total Voltr:e' Installed (cal) (8) 4.'c CAELONS Installation Pressure (psi) l 90LJRED NIT 44 60cKET 4
. . . . . s *.
I
. E i
.~.
- i.'
a d i
.' Approwd:-
a fm ray : A vA A I Dsta Shoct il ATW44SAS'uiIT 1 _ f ', . ' ? Q<E YEAR 'IEJIXM SURVEILI140CE
. S!!FJGHING FILIER EDDVAL & INSTAI2ATIG4 Tendon No. 3/N @ ~*
Iccation F/e/d rI u s R r n o vat. - mm s/,/77 BX J. C . A . (1) Date Rmoval Sta:tM
' $/9/77 (2) Exterior Cbncrete Wlature (F*) -
70 (3) - ~
~
('4 ) 'Ibtal Voluna Re:toved (gal) 4 fLs//q 3 (5) _Coler Change Chserved A/ceme> (6) Sc:gle Taken G / diPugpp/ FTTJFR INSTAILNTICN , . . . m'IE S/9/7"/ i . - BY J. C . A . r (1) Date Filler Cap InsP=1h4 ' S/sp/77 (2) Date Filler Installed ' 5/4/77 - (3) ,, Exterior Cbncrete Trprature (*F) 78 * (4) I (5) ' Filler Tcmerature at. P=to (*F) . 2d o * (6) Filler 'Ib:=erature at O.:tlet Cap (*F) / 70 * (7) 'Ibtal Volum'Instrlled (gal) die h Get//odt (8) Installation Pressure (psi)
#eund wa*/$5 /ue/r eM
. Ik
.. e. * * * *
, g *-. ** '
y ,
.' Approved:
an & . /, . m [ -
Data Sheet 81 AWNSAS WIT 1 ('b b Q C YEAR E C W SURVEILU WCE SnerasmG FILIER IODVAL & INSTAIIATIN Tendon no. SS At/4 - ' Iocation C/;cp e,th FII22n PsovAI, ImE S/G//7') BY J s O * /4 * (1) Date Renoval Started 3[3/ [*/') (2) E>:terior Cbncrete 'Astoerature (F*) dd> S (3) - ('4) 'Ibtal Volum Reoved (cal) .6 M//c ey 3 (5) color Change Cbserved A,/cp;arytcy/ (6) Satple Taken - i/ StfC')M [D/G//"J") ! FIT.TFR INSTALIATICN DA'IE d$I"/U*71 ps
- BY G . ' O O e v4 ;
(1) Date Filler Cap Installed 4)//6 /77 (2) Date Filler Installed ' g[/e7/*/ ') , (3) Exterior Cbncrete Tenperature (*F) O2 "4T (4) (5) ' Filler 'Dmperature at Purp (*F) . ESO "E (6) Filler Terrerature at 021et Cap (*F) /76 (7) 'Ibtal Volum' Installed (gal) 7d SC//cr/ J (8) Installation Pressure (psi) A4,qjo [.4# OASM
. s = .
e Approved: ON Date: * </ 4 /-D
//
W ^
Data Sheet il ARKANSAS INIT 1 OE YEAR TENIXN SURVEILIANCE ('/y, V SHFRDIING FTT.TER REICVAL & INSTAIIATIGi' Tendon No. S'2,M 14 ** IocaticopcRD P,t.jp FII.tsn Ps OVAL - tms s/st/77 BY C, A . ~ i
~
(1) Date Rmoval Started 3/31/ J") (2) Exterior Concrete 'Dmoerature (F*) (o1 Of (3) . ('4) 'Ibtal Volute Removed (gal) 4 dA,Lt2L's (5) _ Color Change Cbserved MQp,gg g (G) Saaple Taken - [ ggmeg= 9 'W
)
FTT.TFR INSTALIATIOi DAH: 4 == l T*=")"') I
, (1) Date Filler Cap Ins 611 I jg M I Date Fille.r Installed
~
(2) 4.= j g ) ") . l (3) Exterior Cbncrete Temperature ('F) *7h T (4) (5) ' Filler 'Bmperature at Pump ('F) . IDI (6) Fil'ler Tencerature at 0.2tlet Cap ('F) I 9O O.7 (7) ' Total Volume' Installed (gal) .E 4 4.t ( c tJ 4 (8) Installation Pressure (psi) (. 7 f *fif R 18J t % M d *,; 7
. s .. . .. .' . .
4 *
~
L.O
- seerova=a/<7 Date: 6' 4 h <; 47
/ /
a Data Shmt il AEXAMSAS U4IT 1 ('h . OE YEAR 'ILNDCN SURVEILIANCE () ( SHCA'DiING FILIER JOOVAL & INSTAILVICN Tendon No. 32 M '24;f. M
, Iocation S/JC FILIER FFlCVAL E)S0 !7"?
IVGE BY c/. C . A . (1) Date Renoval Started
. S/So/77 (2) Exterior (bncrete Temperature (F*) .
36 *8 (3) * * ('4) 'Ibtal Volum Peoved (cal) A Sc//ca3 (5) _ Color Change C6 served Nc/emo / (G) Sannle Taken
/ $9U0P/= {D/DUl17)'
~
rw2R wSTax Ix .
- a1E alach>
ers. m . m . (1) Date Filler Chp Installed .//,76[4 7 (2) Date Filler Installed h[bd [ 77 (3) Exterior Cbncrete Temperature (*F) ,7(, *S (4) (5) 'Piller 'IbTcerature at Pt:no (*F) . L/O Y (6) Filler hyture at 0.2tlet Cap (*F) 7AO Y (7) 'Ibtal volum* Installed (gal) db 44//cM# (8) Installation Pressure (psi) l 8N.ff= Nr*A, 3 f./dM C 4 Appnnwl: Date: h
' # #45/n /
t l . L - -
Page 1 ot 1-Data Sheet il ARKN4SAS LNIT 1 ( ,
. CNE YEAR ENIXN SURVEILIA' ICE SHFAEING FILIER JDdVAL & INSTALIATICN Tendon No. 6 2 M 74 Iccatimi iELO @
FILIER PSDVAL DTdE S /3 0/7 7 BY Q A . ' - s (1). Data Faroval Started .5/abc/J; (2) Exterior Cbncrete 'n!rrperature (F') . ho-3 bP (3) (4) 'Ibtal Voltzm Reoved (gal) 4 dA LLC MS (5) _Coler Change Cbserved klOQMA t (6) Sa: ale Taken 1 QUAC2T Fri.TFR INSTAIIATIN rME ShCh] .V (1) Date Filler Cap Installed '5/Gr]/?i (2) Date Filler Installed .h[3'h/77 (3) Exterior Cbncrete Tevrature ('F) 7b#k (4) (5) Filler 'Ittrarature at Pt.tu (*F) . NN F (6) Filler Te::perature at 0.2tlet Cap ('F) [4C Y (7) 'Ibtal volt:me' Installed (gal)
$ 84LLCA)$
(8) Installation Pressure (psi) fjp .;ffg7g pf/)A;Z,'
, . . .. .- . s .. . . .
I Approved: Date: V 4/2 ; 9 /> >
/
18ag0 1 or 1-Data Sheet il ARKmSAS INIT 1 (^,'. om YEAa naam SuavEIuancE . SHEA'DiINd FILIER E.!dVAL & DETALT.ATICN Tendon No. 3 2 MMO , Location .34 dP/"b Frusa raovAL m2s 4/29/77 BY J. C . A . (1) Date Rmoval Started S/29/77 (2) Exterior Cbncrete Temperature (F') . S6 /2 (3) ('4) 7btal Voltne Renoved (cal) .3 GC//co 3 (5) coler change c6 served Norrvt el / ! (G) S ple Taken / SidCe[ [3/29/77) FIILER ESTALLATICN DATs djf* 2 S".2 7 p ' ar -J.o.A *
;\ . . .
(1) Date Filler Cap InstaUed 4=26-77 , I (2) Date Filler Installed M = 2.$ = ") 7 . (3) Exterior 03ncrete Tenperature (*F) 70 Y (4) (5) l' iller Temserature at Ftna (*F) . I Oa 3 P (6) Filler Tenperature at 0.2tlet Cap (*F) /83
- JE (7) 'ibtal Voltrne' Installed (cal) 6 b S c /.r/v n d j (8) Installation Pressure (psi) b M W i /)t. d M C /r e f l
l
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l 4
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I. Approved: k/M - Date: /f e /2# 7/.s 4 7
rage i v. .
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P oe YEAn xxocn SurusnLwcs l
'surianmc rn2rn movnL & nsrAruTIm '
Tendon No. 6Z O 4O - Iocatian R EL 0 I 1 Frunn movat. - mm 3-2.9 "l'7 i BY R.4. . j (1) Date Raoval Started - 5-2.9 *77 1 1 (2) Exterior Cbncrete Temoerature (F') [g>3
- F"-
n (3) . l (4) 'Ibtal Volum Re: roved (cal) J$. (yALLOid S _ l(5) _coger chance c6 served NORM A t d (G) Sc.ple Taken - l $QART
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FILIER INSTALIATICN p
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Q . . - Dste Filler Cap Instal 1M (1) s$. 26."f'7 (2) Cate Filler Installed ' $ .7.3 77 . (3) Exterior Cbncrete Te a.rature (*F) D' , (4) ! (5) l' iller Tem:erature at F=to (*F) . l66 (6) Filler Te .a.rature at OR.let Cap (*F) l2(gp* (7) 3btal Volumi' Installed (cal) 9 GALLCid $ (8) Installation Pressure (psi) .POU(?.GD WlTM BUCf:l'GT
- '. 4
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I S Approved:, b.M Inte: F c r/7vi /0
Page 1 or 1 D3ta Sheet il ARKN4SAS LNIT 1 (O QE YEAR 'E4DCN SURVEIHANCE
' SHE.NIHING Frm R FElDVAL & INSTALT.ATIG4 Tendon no.32 Nda tocaeicn abop esd FIIlER FSOVAL DAIE M!7'2
- BY ,.J. D.A.
(1) Date Pswwal Staread .3/24/7") (2) Exterior Cbncrete Temperature (F*) SO '8 (3) (4) 'Ibtal Volum Pa 9rwed (cal) 4 h4//clDr)# (5) . Cole - Cunge Cbserved NCP41d2V/ (G) Szugle Taken / St.#d7M [9/D4 /77 ) rzuza -s-ur ce -
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V.O+.4. (O BY (1) Date Filler Cap Ins 611ed 3['2S[77 (2) Date Filler Installed I/26/77 (3) Exterior Concrete Te perature (*F) 60 *8 (4) (5) Filler Tennerature at P.:tp (*F) . /6C *$ ' (6) Filler Te: c.erature at 0.2tlet Cap (*F) /l* O 8 (7) 'Ibtal Volume' Installed (gal) 6 8 49 // C r) 3 (8) Installation Pressure (psi) [Offf- AVpEh deve./c d.[ s . Approved: Date: # 4/2<//77
- r i r
i
Dsba Sheet il AFMiSAS INIT 1 ( 03 YEAR 'IINDCN SURVEILLANCE . ( SHE7GIING FILIER PDOVAL & INSTA12ATICN rocationflELD E!OD Tendon No. 3'2-44.6 , FI u sa m. oval - mTE a 44-77 BY CA. w l (1) Data RaToval Started 3 = M =)")
~
(2) Exterior Cbncrete 'Drnperature (F*) .E Y ' (3) M k #A f f MQ$ ('4) 'Ibtal Volume Recoved (cal) (5) _ Color Change C6 served D .M QAp,f G ohy M T U dlMT* C'l @ (G) Saaple Taken - I ht,)d&T" FILLER INSTALLATICN DA'IE D .1E ~7"I sr \' oa (CO . . . . . . ..... . (1) Date Filler Cap Installed B $ "J"") (2) Date Filler Installed 3 TE=")*') . l (3) Exterior Cbncrete Te:Tperature (*F) 5(oY (4) (5) ' Filler Tence.rature at Ft:To (*F) . IM Y (6) Filler Terrerature at 0.2tlet Cap (*F) , NO Y I (7) ' Total Voluie' Installed (gal) 3 k d?S(.,(,,,C p$ (8) Installation Pressure (psi) fdM5l3FMM @'A@ML
* * " - . s a. . ..
9
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L.O ,,, vee, gA2 Data: # 4 A s/ An
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i APPENDIX D TENDON END ANCHOR DATA SHEETS .
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