Text

Cp&L Shearon Harris Nuclear Power Plant Structural Integrity Test Summary Rept.
	ML18019A867
Person / Time
Site:	Harris
Issue date:	05/14/1986
From:	Manchak J; CAROLINA POWER & LIGHT CO.
To:	;
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ML18019A866	List: ML18019A865; ML18019A867;
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8606050)33 g60gp9 PDR ADOCg pgpppypp E PDR I CAROLINA POWER 6 LIGHT COMPANY SHEARON HARRIS NUCLEAR POWER PLANT STRUCTURAL INTEGRITY TEST SlRMARY REPORT Prepared by: J Manchak 5$/P gd Date SHNPP SIT Summary Report TABLE OF CONTENTS INTRODUCTION-II.OBJECTIVES OF THE STRUCTURAL INTEGRITY TEST III.EVALUATION OF TEST RESULTS A.YIELDING OF CONVENTIONAL REINFORCEMENT B.SIGNS OF PERMANENT DAMAGE TO EITHER THE CONCRETE STRUCTURE OR STEEL LINER C.DEFLECTION RECOVERY SIXTEEN HOURS AFTER COMPLETE DEPRESSURIZATION IV.CONCLUSIONS APPENDICES THE APPENDICES ARE LISTED ON THE NEXT PAGE SHNPP SIT Summary Report TABLE OF CONTENTS APPENDICES APPENDIX WJE I.WJE LISTING OF CALIBRATION FACTORS IV~V.VI~VII.VIII.X.XI.XII~XIII.XIV.XVI.XVII.WJE DATA SHEETS FOR CONTAINMENT INTERIOR AIR T&fPERATURES~

START OF SIT, P=OPSIG WJE DATA ON CONTAINMENT CONCRETE AND LINER TEMPERATURE, START OF TEST, P=OPSIG (AND AIR TEMPERATURE ENCLOSED SPACES AROUND CONTAINMENT)

WJE DISPLACEMENTS DATA START OF SIT, P=OPSIG WJE STRAIN GAGE DATA-REBARS START OF SIT, P~OPSIG WJE DATA SHEETS FOR LINER STRAINS, START OF SIT, P=O WJE DATA SHEETS FOR CB DISPLACWENTS AT P=51.8 WJE DATA SHEETS FOR REBAR STRAIN AT P~51.8 WJE DATA SHEETS FOR LINER STRAINS, P~51.8PSIG WJE DATA SHEETS FOR CONCRETE AND LINER TBG'ERATURE AT END OF SIT, P~OPSIG (AND AIR TEMPERATURE LOWER SPACES OUTSIDE CONTAINMENT)

WJE DATA SHEETS FOR CB DISPLACBKNTS AT END OF SIT, P=OPSIG WJE DATA SHEETS FOR REBAR STRAINS AT END OF SIT, P-"OPSIG WJE DATA SHEETS FOR LINER STRAINS AT END OF SIT, P~OPSIG WJE CRACK PATTERN DATA SHEETS WJE REBAR STRAIN GAGE LOCATION SKETCHES WJE FINAL FORM SIT DATA TABLES WJE DEFINITIONS AND INSTRUCTIONS FOR USE OF DATA OF APPENDIX WJE, I THROUGH XIII

SHNPP SIT Summary Report TABLE OF CONTENTS APPENDIX EB AIR TEMPERATURE DATA FROM SIT MEASUREMENTS THER~COEFFICIENT DATA FOR CONTAIRfENT WALL, WALL TEMPERATURES MEASURING WIRES DATA: LENGTHS AND LOCATIONS, THER fAL COEFFICIENT IV.CORRECTIONS TO DISPLACEMENTS MEASURPiENTS FOR TBfPERATURE DIFFERENCE OF WALL CONCRETE BETWEEN DATUM AND TIME OF MEASUREMENT VI.VII.CORRECTIONS TO DISPLACEfENT FOR TEMPERATURE DIFFERENCE OF MEASURING WIRE BETWEEN DATUM AND TIME OF MEASUREMENT DISPLACEMENT MEASURING LOCATIONS WHOSE.R'COVERY DISPLACEMENT ,W/0 TEMPERATURE CORRECTION EXCEEDED 30 PERCENT OF PEAK PRESSURE DISPLACEifENT AND CORRESPONDING TEMPERATURE CORRECTED RECOVERY DISPLACEfENTS CP&L SPEED LETTER OF MAY 9, 1986, POST SIT CONTAINMENT LINER WALKDOWN

SHNPP SIT Summary Report I.INTRODUCTION The Containment was subjected to a post-construction structural integrity pressure test (SIT).The test was performed in combination with'an integrated leakage rate test during the period of Feb.21-27, 1986.The SIT was performed as described in Shearon Harris Nuclear Power Plant FSAR Section 3.8.1.7.1 Structu'ral Integrity Pressure Test.II.OBJECTIVES OF THE STRUCTURAL INTEGRITY TEST The objectives of the test were to establish, as a minimum, that the Containment would respond to SIT pressurization in the following manner: a)Yielding of conventional reinforcement would not develop.b)There would be no visible signs of permanent damage to either the concrete structure or steel liner.c)Deflection recovery 24 hours2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months after complete depressurization would be 70 percent or more.d)Twenty-four hour recovery of the structure from maximum deflection would be greater than 80 percent, if deflection measurements exceeded predicted by 30 percent.III.EVALUATION OF TEST RESULTS The test measurements were reviewed and calculations were performed applying the data of the measurements to determine the extent of attainment of the objectives of the SIT.The details are given below.A.YIELDING OF CONVENTIONAL REINFORCEMENT Containment wall reinforcing steel strains at peak pressurization (Appendix WJE VIII WJE Data Sheets for Rebar Strain at P 51.8)were reviewed to determine whether any yielding of conventional reinforcement at the locations of measurement had resulted from the pressurization.

The maximum rebar stain recorded was at WJE Label Eg 112.Appendix WJE XV sketch on Page 21 of the appendix identifies the rebar as horizontal inside face-of-wall reinforcement directly above the equipment hatch.The strain measurement shows that the rebar was stressed to about 26 percent of the minimum yield strength of the material of the reinforcing steel (A615 Grade 60).The minimal cracking that developed reflected the low strains recorded from the embedded rebar strain gauges and was further indication that yielding of reinforcement was not imminent.Based on the strain measurements data recorded for the containment wall reinforcement, no yielding of conventional reinforcement occurred or was imminent under peak SIT pressurization.

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SHNPP SXT Summary Report III.EVALUATION OF TEST RESULTS (Cont'd)B.SIGNS OF PER.fANENT DAMAGE TO EITHER THE CONTAINMENT STRUCTURE OR STEEL LINER 1.Containment Structure Grids were layed out on designated areas of exterior surfaces of the containment, as stipulated in specification CAR-SH-CH-22.

All cracks whose dimensions exceeded the least value stipulated in the specification (0.01 inches'in width before, during, or after the test)were mapped (Appendix WJE XIV-WJE Crack Pattern Data Sheets).Additionally, the pre-test containment visual inspection established that there were no cracks that exceeded 0.01 inches.Based on the crack patterns recorded in the data sheets for datum, peak pressure, and end-of-test, the concrete of the containment structure did not sustain any permanent damage due to the SIT pressurization.

The maximum crack measured at peak pressure was 0.02 inches.2.Liner For the containment wall liner plate to sustain permanent damage from SIT pressurization, either liner plate stresses or anchor stresses would be required to exceed code maximum allowables (ASME B6PV Code Section III Division 2 Articles CC-3720 and 3730).Review of liner stresses induced by the SIT pressurization (Appendix WJEIX-Sheets 5 of 5)shoved a maximum liner stress of 3],]60 psi.The maximum stress occurred in the cylinder wall 3/8 inch thick liner plate near the bottom of the wall.Since the SA516 Grade 70 liner plate published minimum yield strength is 38,000 psi at room temperature, and the certified mill test reports gave a minimum yield strength of 45,600 psi for the cylinder vali liner plate, the liner did not sustain any permanent damage from SIT pressurization.

Since the post-SXT walkdovn (Appendix EB-VXX)reported that no structural damage to the liner was noted, liner anchors also did not sustain any permanent damage due to SIT pressurization.

C.DEFLECTION RECOVERY SIXTEEN HOURS AFTER COMPLETE DEPRESSURIZATION Review of the deflection recovery measurements recorded revealed that temperature differences between datum (start of the SIT)and deflection recovery (end of the SIT)were large enough to affect the recovery measurements.

Correction for temperature differences were prepared and considered, in the deflection recoveries evaluation.

The details follov.1.Corrections to measuring wire, lengths for air.temperature differences between datum and time-of-measurement..;-,=.

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SHNPP SIT Summary Report III.EVALUATION OF TEST RESULTS (Con't)C.DEFLECTION RECOVERY SIXTEEN HOURS AFTER COMPLETE DEPRESSURIZATION (Cont'd)Cont'd Outdoor temperatures for datum, peak pressure, and end-of-test were obtained from meteorological records for the site for the period of the SIT-ILRT.Average temperature of containment air and indoor air surrounding the containment were developed (Appendix EB-I)from air temperatures recorded for those spaces (Appendix WJE-II and X).The thermal coefficient of expansion/contraction of the measuring wire and length of measuring wire in each location were established (Appendix EB-III).Corrections, required to measuring wires due to temperature differences between datum and time-of-measurement were then calculated (Appendix EB-V).2.Corrections to containment dimensions for wall temperature differences between datum and time-of-measurement.

Containment wall concrete temperatures at the wall outside face first rebar layer and wall inside face first rebar layer at datum and end-of-test were obtained from SIT measurements (Appendix WJE-III and X), and average temperature of the containment wall at various elevations was developed for the two measurement times (Appendix EB-II).The thermal coefficient of expansion of the wall was calculated, based on published average thermal coefficients of expansion of standard concrete and mild steel, and the reinforcement density of the wall (Appendix EB-II).Corrections required to containment radius/diameter and various heights for wall temperature differences between datum and end-of-test were then calculated (Appendix EB-IV).3.Displacement measurement locations whose recovery displacement exceeded 30 percent of peak pressure displacement, and corresponding tempera ture-correc ted recovery displacements.

Appendix EB-VI lists displacement recoveries which calculations indicate are unsatisfactory, based on deflection measurements recorded.Dome displacement recoveries are also included in the tabulation to show the effects on displacement measurements in regions of large temperature change between times of measurements; All aberrant displacement recoveries were reviewed.Based on values of other measurements in the region (crack pattern rebar and liner strains, and nearby displacements), it was concluded that the un-satisfactory deflection recoveries identified in the tabulation are non-existant.

Labels BR 71, 72 and 78 report low radial displacement recoveries.

Measurements location is the base of the cylinder wall between Elevations 221 and 226 feet.The percentage nonrecoveries recorded are based on calculations which used ratios involving differences between very small numbers.

SHNPP SIT Summary Report III.EVALUATION OF TEST RESULTS (Cont'd)C.DEFLECTION RECOVERY SIXTEEN HOURS AFTER COMPLETE DEPRESSURIZATION (Cont'd)~~3.Cont'd Labels BR 75 and 81 are very small value radial displacements, and give displacement recoveries between Elevations 221 and 226 feet with recovery beyond the starting point.This is physically improbable and probably due to instrument tolerances.or insufficient data on temperature distribution at those locations.

Labels BV 79 and 82 are small value vertical displacements and give displacement recoveries at Elevation 216 feet (top of mat)with recovery beyond the starting point.Again, this is physically improbable.

Labels ER 39 and 41 report low radial displacement recoveries after temperature correction.

Both locations are on the vertical center-line of the equipment hatch, Azimuth 346.ER 39 is directly below the hatch at Elevation 285.42 feet, and ER 41 is lower at Elevation 276.75.ER 39 measuring wire was in outdoor air, and that of ER 41 in the enclosed space surrounding the containment.

Wall reinforcement with strain gages at ER 39 are EQ 119 inside face rebar, EQ 134 middle layer rebar, and EQ 148 outside face rebar.The liner strain gage at ER 39 is EQ 28.Deflection recoveries of the two labels were ad)usted for temperature difference between datum, peak pressure measurements, and recovery measurements.

Review of peak pressure strains recorded for the rebars at the locations (Appendix WJE VIII-Sheet 1 and 2)and end-of-test strains recorded for the rebars (Appendix WJE IX-Sheets 1 and 2)show no abnormali.ties or excesses in response to pressurization or rebound at zero pressure.EQ 27 and EQ 28 liner strain measurements at those locations (Appendix WJE IX-Sheet 5)list liner strains well within allowables and satisfactory rebound (Appendix WJE XIII-Sheet 5).Based on the values of the other measurements in the region and on no visible signs of physical change in the containment at the locations, it was concluded that displacement measurements at the two locations are inconclusive.

Label ER 40 reports a temperature-corrected recovery displacement which places the recovery point beyond peak pressure displacement.

ER 40 is also on the vertical centerline of the equipment hatch, but at Elevation 276.75 feet.Review of peak pressure and end-of-test strains (Appendices WJE VIII Sheet 4, WJE IX Sheet 4, respectively) of rebar at ER 40 (inside EQ 120, middle-of-wall EQ 133, and outside face EQ 147)and EQ 28 shows no abnormalities or excesses in response to pressurization and rebound at zero pressure.Based on the values of the other measurements and no visible signs of physical change in the containment at ER 40, it was concluded that one or both of the displacement measurements are inconclusive and probably due to instrument tolerances.

SHNPP SIT Summary Report III.EVALUATION OF TEST RESULTS (Con't)C.DEFLECTION RECOVERY'IXTEEN HOURS AFTER COMPLETE DEPRESSURIZATION (Cont'd)3.Cont'd Label MR 46 reports low radial displacement recovery after temperature corrections.

The location is directly above the middle feedwater penetration.

Other strain gages at the location are MS 36 inside face rebar, MS 63 middle-of-wall rebar, and MS 89 outside face rebar, and liner strain gage MS 45.Review of peak pressure and end-of-test zero pressure strains recorded for the rebars and liner at the MR 46 location show no abnormalities or excesses in response to pressurization or rebound at zero pressure.Based on the value of the other measurements in the region and on no visible signs of physical change in the containment at that location, it was concluded that one or both of the displacement measurements at the location are inconclusive.

\4.Vertical displacements at peak pressurization and end-of-test zero pressure for the dome, Labels DV01-DV05, and the cylinder wall at Elevations 375.75 and 375.58, Labels WV06-W109 were listed in Appendix EB-VT.-Sheet 3 and corrected for temperature difference between times of measurements.

All displacement recoveries exceeded 80 percent.IV.CONCLUSIONS Except for the few low displacement recoveries listed under B3 which review has established are inconclusive, all end-of-test displacement recoveries equalled or exceeded 80 percent sixteen hours after depressur-ization.The data recorded during the test established that the minimum requirements for response of the Harris Plant concrete containment structure to SIT pressurization were satisfactory.

a)Yielding of conventional reinforcement did not develop, as deter-mined from analysis of crack width, strain gage, or deflection data.b)No visible signs of permanent damage to either the concrete structure or the steel liner were detected.c)The deflection recovery 24 hours2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months after complete depressurization was 70 percent or more.d)Twenty four hour recovery of the structure from measured maximum deflection was greater than 80 percent, if deflection measurements exceeded predicted by 30 percent.Since the 16 hour1.851852e-4 days 0.00444 hours 2.645503e-5 weeks 6.088e-6 months deflection recovery of the structure was greater than 80 percent, a compaiison of measured maximum deflections at points of,-maximum predicted deflections to determine whether measured exceeded predicted by more than 30 percent is not required, and has not been performed.

APPENDIX WJE I'JE LISTING OF CALIBRATION FACTORS

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Chan Label A"imuth Elev W JC-I.-ggtg Fact(1)Fact ()Fact(35 055 056 057 058 059 c.4 chn55 chn56 F'WR-15 PWR+15 F'WR+10-5.00-5o 00 Oooo 0 F 00 0 F 00-6,OO-happ Oooo Oiao Oiop-i,ooao-iopoao-leppoa 0 i 0000 0+0000-2.0000-2,0000-2opapa-3,oooo,.-F 0000-3opppa o.0000 0,0000 0 F 0000 0.0000~,oapo 60 061 062 063 064 065 ph&067 068 069 070 071 072 073 074 075 076 077 078 079 080 081 082 083 084 085 086 087 088 089 090 091 092 093 O94 095 O96 097 O98 099 100 101 102 103 104 105 106 MB 10 WD 12 WO 14 MB 16 MR 18 Wrl 19 WR 20 WR 21 wr;Mri 23 WR 24 WR 25 WR 26 Mrc.7 MR 28 MR 29 BR 71 BR 72 BV 73 BR 74 BR 75=BV 76 BR 77 BR 78 BV 79 BR 80 BR 81 BV 82 ER 31 EF 3.ER 33 ER 34 ER 35 ER 36 ER 37 ER 38 ER 39 ER 40 ER 41 ER 30 Nr.42 NR 43 NR 44 NR 45 NR 46 NR 47 16hi03 90o05 lhhi20 90.00 90iol ibhopp~wn~p 90<00 1 i56~00 83iap 166.52 34hiao 90'0 166.00 68 56 34ho05 346.01 34hioa 345.59 269i59 270.00 69 59 365i59~165i59 166+00 90ooo 90epa 90oaa 34hioo 346eaa 319.10 32?i24 334i38 35?i28 12'3 34boap 34hspp.?46 i 00 34hoo?34hips 270.00 270.00 270iap 273.06 273-F46 2?poop.00 386.50 385eoo 350.42 349oap os~o 32i')+42 320.42.)8 1 4.)287.00 256+00 25'i i 58 256 i 00 237oop 237eap 23?i42 237.00 226+00 221epo 216.00 226.00 221ipa 215i92 226)00 22iipa 216ioa 226+00 221eoo 2lhoop.319ipo 310o92 298opo 298opa 297+92 298+00 298opp 285+42 285>42 276i75 268o25 238epp 284o33~8~75 282oap 278.50 278i50 274o92 0,)-1 i 9279-1 i 9321-lo9155-1+9284-15o5990-io54~6-1~5.:5-1(5270-1.5667-le5497-ii5406-li5081 it5557-1)5427 1~5593-io5441 30o2845 96i5828 104e4714 50'?651 102i0617 102(2286 4?o0718 97i5432 113.5331 52o0050 102i8490 103,3912-17.1690-17.9980-19ol230-15o6420-15'?640-17e4540-19i4270-18.9490 19oilhp 18o5830 20o5790-17+9000 lpi7062-i9768-o9881 98 5-o9649 1~5557 997m?000 994.6000'89o2000 988)5000 1473.6000 0.0000 0.0000 Oippoo Oiooao O.nppp Oeppap Oopoap a,oooo Oipppp 0.0000 Oopopp Oopooo 0 i 0000 Ooappp 0.0000 Ooaoop.0.0000 Ooaaaa Ooapaa o.ooao 0.0000 Oiappp Ooappa 3009o5000 3009i5000 5254o3000 1550m'?000 15?si9000 2868.0000 7044o2000~044'"'OPP

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0,0000I oinono Q.noon o,oooo 0,0000 o,oooo 0.0000, Q,QGOQI Oooonoii o,oonol Chan Label A.1 IA tl t I)Elev Fact(1)~~6 r-6/I<F let (2i f"~ct (8)160 161 162 163 164 166 167 168 169/171 172 173 174 175 176 K!S 0?C BS 08A BS 088 BS 08C K!S-09A BS-09C BS inh F!S 108 BS lOC!)?11A K!S?BS?11C B~>l~h BS?128 RS'?12C F!S!13A Otnn Otnn Otnn Qtnn Otnn Otnn Otnn Qtnn 0.00 OtVO 0 F 00 0~Otnn 0.00 Qtnn O.OO 0~00 Otnn OtnQ OtOQ Otnn Otnn Otnn Otnn 0.00 0tnn 0.00 F 00 Ot0 Otnn 0.00 O.OO 2t 0'?00 2t0200 2.0200 2.Q200!.0200 2t0?00 2.0200 2.0200 2t0200't0'0 2t0200 2t0200 0200 2tn 2.0200 0.0000 Ot0000 t0000.0000 t0000 0 0000 0 0000 Ot 000 Ot 000 t 0(0 Ot 000 Otn 00 oto 00 nto 00 Otn 0.0000 QtOGOO 0.0000 Ot0000 0.0000;I 0~0000 I 0.0000 0.0000<>,<>@<>o 0.0000 0.0000'tnnnn Otn000 Qtnnnn ntnnnn 177 178 BS 138 BS 13C Otnn Otnn Otnn Otnn 2t0200 2t0200 Otnn 0 0.000 Otnnnn 0.0000: 180 181 18?183 184 186 187 188 189 190 191 15'2 193 15'4 195 196 15'7 198 199 200 201 203 204 205 206')07 208 209 210 211 213 BS-148 BS-14C K!S 15A BS 158 E!S 15C BS 168 BS416C SL 17A SL 178 SL 17C SI 18A SL 18E!SL 18C EO 19A EO 198 EO 19C EA 20A EO 20K!EA 2QC En.ih EA 218 EO 21C EA 22A EO 228 EA 22C EO 23A EA 238 EO 23C EA 24A EO 248 EO 24C EO 25A EA 258 0 F 00 Qtnn Otnn Otnn 0 F 00 Q.on vtvn 269.38 269.38 269t38.)70')P.)?Q l 270t22 3'45'8 345t58 A)4<<I~59 345'9 345t59<<t 3 2~<<)7 332t57 337t48 33?t48 337.48 327t44 327.44 3'?7t 44 333ti9 333.19 333.15'33t04 333t04 Otnn Ot 00 Otnn Otnn Otnn t').00 37c>>t 25 37<>>t 25 gL 3/<)~a'-s9 3)5 5 376t25 376.25 318.67 318t67 318t67 31lt42 311t42 311t42 312t42 312'2 31.!~42 307t17 307,17 307t17 25'7 t 5'6 25'7 t 5'6 25'7.96 297t96 297t5'6 25'7t96 282t5'5)8 P 2.0200 2t0200 2t0200 2t0200 2~0?00 0'00 e 2.0"00 2t0700 2t0700 2t0700 2t0700 2t0700 2t0700 2tn700 2t0700 2tn?00 2t0700 2.0700 2.0700 2t0700 2.0700 2t0700 2t0700 2t0700 2t0700 2t0700 2t0700 2t0700 2t0700-2.0700-2.0700-2t0700-2,0700 Ig I-z.Otnnnn Otnnnn Otnnnn Otnnnn 0.0000 Ot0000 Qt0000 I 0.0000 Otnnnn Ot0000 0.0000 0.0000 0.0000 Otnnnn Ot0000 0.0000 Otnnnn nt0000 Ot0000 0.0000 Otnnnn otonon 0.0000 0.0000 0,0000 Q.OOOO Ot0000 O,QOQO Otnnnn Ot0000 Qtnnnn O,nnnn Otonno O.n 0~Ot t Ot nto 000 000 000 000'00 0~vynn;Otndnn: OtOOQO 0 F 00 0 0~00(0 Ot0000 Ot0000 Otnnnn Otnnnn ntonnn;Ot0000: 0 0000, o,onno!Otnnnn Otnnnn 0.0000 A)otonno 0,0000 0.0000 o,oono: Ot 0000;0.0000'~0000 t0000.0000..0000-'(.0000I O'OOO Chan 214 215 216 217 218 219')21<<))4.5<<)r)7 ,).)8.).)9 230 231 l3 233 234 r)g I 236 237 238 239 Lab I=A EO EO EO EA EO EO FO EO EO EO FrO EA EO EA EO EO Eg NS MS NS NS el i)g 26A 269.?6C 27A 278 27C 28A 288 28C 29A 298 29C 30A 309 30C 31*318 31C 32A 3.9 32C 52A c<<)8 5~C 53A A=imuth 3,33 o 04 337'6 337)46 337o46 346.00 346oaa 34hoaa 346+09 346.09 346 F 09 354.20 l c".)4,)Q 354 0 4.23 4 4.23 357 F 43 357o43 357.43 3.i4 o 17 3.4.17 3 i4+17 278 o49 278.49 278.49.7a,aa Elev 282)95 288'4 288e64 2)88'4 277.79 277+79 277)79 283e63 283+i~3 283oh3 288i63 288.63 288.63 298o12 298)12 298e12 297'3 2)97m 93 297+93 307o04 307o04 307ea4 283i70 283o70 283o70 283i65 Fact(1)-2.0700-2+0700-':).0700-2)+0700-2.0700-2,0700-2.0700-2o0700-2o0700-2o0700-2oa700-2,0,ao-2o0700-2o0700-2.0700-2i0700-2+0700-2.0700-2o0700-2o0700-2,0700-2+0700-2e0700-2o0700-2o0700-2+0700 0 0000 ooaaaa 0, 000 0.000 0.000',0,0 00!0.0 00;0~0 OD'.on 0 OoGaq0 Ooaada 0 000'P a<aaap 0,0000 0.0000 0,'aoooI Ooaaaa'oaaaa 0.0000 0,0000 I gct(2))0,0000 0,0000.0000 o0000 ,0000 ,0000~J E$-7(lg Fact(3)ao0000'.0000 t 0.0000;0 o 0000'.0 o 00{)0: 0 iaaaa)0)0000 Ooaaaa 0.0000 0.0000 0)0000'oaaDG 0.0000 0.0000 0.0000 0.0000 0.0000 Oo0000 0,0000 o,anaa 0, 0()()0 0,0000',0000 0.0000.0,0000 0.00{)0 i140 241 243 244'v<<)246 247 248 r)C.0<<)c 1)'r))C'56<<)g, 7~')g.8 ha 261 263 264 265 266 NS NS MS MS NS NS I'IS MS MS NS MS NS NS MS NS NS MS MS 539 53C 33*338 33C 34A 348 34C 35A 358 35C 3')A 368 36C 37A 378 37C 38A 389 38C NS 39*NS 3 MS 39C MS 40A MS 409 MS 40C NS 270.0,0 270eaa 278 i 31 278.31 278.31 269.42<i<<i*~lJ I~)s 269o4.?284.21 284.21 284.21 281'0 281i50281.50 275t55 27<<)o 5<<)2(Je J<<)274i28 274.28 274)28 272 o 55 r)-)<<)L" L-.<<.I r'<<)d)7)c 278.31 278i31 278.31 270.21 283.65 283i65 281.73 281o73 2E:1 o73"..?81 e 69 281<<69 28leh9 27Bo50 278o50 278)50 278i50 2i'8o50 278o50 278i27 278o27 278o27 278+50 278e50 278+50 278'9 278+19 278'9 275 F 00 275 i 00 275'0 275o08-2o0700-2+0700-2.0700-2o0700-2.0700-2o0700 2~0/vv-2)i0700-2o0700-2.0700-2)0700-2ia700-2+0700-2o0700-2o0700-2oa700-2oa700-2oa700-2oa700-'o Q700-2+0700-2+0700-2i0700-2.0700-2o0700-2.0700-2.0700 PO V J Z.G.oaoo 0,0000 0.0000 0.0000 0.0000 Ooaaaa Ooaaaa Ooaaaa 0)0000 0.0000 0.0000 Oeaaaa 0 i 0000 0+0000 0.0000 Oeaaaa OoDQOD osoaaa Ooaaaa 0.0000 O.aaao Ooaaaa Ooaaaa Ooaaaa Ooaaaa Ooaaaa 0.0000{), GGQQ 0.0000'.0000: aeaaaa Q.aaaai Goaaaa 0.0000'.'0.0000)0~QGOOI Oeaaaa'.0000 0.0000 0').ODGG 0 (0{:)00:, 0'.0000 0, 000.a.000 O.QGGQ 0.0'POQ'.0000 j 0.0000 Q.aaaa 0.0000 0.0000 aoaaaa o.ooooJ Q.oaaa P P P~I~~I~~~~~P I~~t I~~~~I~~~~I I~I~~I I I I~~~~~~~~~I I~t~~~~I~I~~~I~Itt~~I~~I I~~~~I I~I~~~~~~i~~I~~~~~>~I~~I I~~I I I I~~I~I t~I~~~P I~t~~~t~t I~~I t~I I I~~~I I I~I~~~~I~~~~~I~~~I~I~~I I~I~~I t t~I~I~~~I~~~~I~I~I~~~~~~~~~~~~~~~II~I~~~I I~I I I I~~~I I~I P s~~I P I~P 4~~~~~~~I~I a P P 4~~I~t I~~~t~~I~~~~~I~I~~~I~~I~I~t~I~t I I~~I I~I I~~t~~~t~I~~~~~~~I t~~~~I~~t~~~~~~~I I~~~I I~~I~I I t~~~~~~~~~~~~I I~~~~~~~~~~~~~~I I~I~I~~~~tt~4 P~~I~~~I~~I~~~I~t I~~I~~~~~~t I~~~P~t~t I~~I~~~~I t I t~t~~t~~~t t I~~~~I~~I'~~~~~~~~~I I

Ch an Label A" ir<uth Elev F<act,(1)W4E E-Q/I X F<act(2)Fact(3)g.<0 3'1 g 3'1.<323 324 325 326.<8'T?9 I 331 332 333 334 336 337 338 3.39 340 341 342 344 345 346 347 348 351 s%lJ l 354 35b gl 357 358 3c.<'\360 16]362 363 364 365 366 367 368 369.37 1 372 373 EO 134 Fo 138 EA 145 EO 147 EA 148 EO 150 EO 152 Hs 034 HS 036 PWR+2 HS 039 HS 04Q HS 044 HS 048 MS 049 HB Q53 HS Q55 HS 056 HS 0,.8 HS O!<O HS 061 HS 062 HSG HS065B HSohhh HSOhhE<HS 069 HS 070 oooo Ooaa Ooaa 0~00 0.00 Oooo 0 F 00 0 F 00 oooo Oo00 0.00 0.00 0~Ooaa 0~00 0 F 00 Oioo 0+00 0.00 Oooo a,oo 0 F 00 0,00 o,oa aeoa Q.on O.QQ 0.00 0.00 Oo 0 F 00 oooo 0~aa 0+00 ooaa 0 F 00 OOOO oooo 0 F 00 aooa 0 F 00 oooo Oiao 0.00 0 F 00 nooa 0 OD 0.00 O,aa Oooo Oiaa Oooo 0 i 00 0.00 a,oo>,00 aoaa 0 F 00 Ooaa Oooo 0.00 oeoa 0~00 0~00 atoa 0 F 00 Oooo Oooo 0.00 oiao 0,00 Oooo o.ao o.ao Oo 0 Oooo oooo 0.00 0 Oooo aoaa 0 F 00 Ooaa 0 F 00 0+00 Oooo Ooaa Oooo ooaa Oooo 0.00 Oraa Oooo 0.00 0~00 ioa Oooo OooO-2oaloa-2ioioo-2ooiOA-F 0100-2ealaa-2eoloo-2i0100-2)0100-2oaloo-2<0100-2i0100-2+0100-2oolaa 0100-~.0-2o0100-2 o 0100-2 i 0100-2ioiaa-2i 0100-2.0100-2iaioo-2.0100-2.0100-2ooioa-2ioioa oolaa-2.0100-2.Q100-2ioiao-2oaiao~.0100 2-2.0100-2ooiao-2o0100-2.0100"2oaioo-2 i 0100-2)0100-2 0100-2ooioo-2o0100-2e0100-2.0100-2.0100-2ioloo 2 0100-2+0100 o,oooa O.oaao 0.0000 ooaaa>0000 ooooo oooao 0 0000 0.000 ao 000 0~.00 Ooo 00 0+0 00 0.00 0 0 F 00 0 0 Q.OGO 0.000 0.0000 0.0000 0.0000 ooooao o,oooo.oooaoo O.oooo Qsaoao O.aaoa ooanaa ooaaoa aoaaoo O.OGGO O.oooo oooaoa 000 Oooo 0.0000 G.oaao o aoaa Ooooaa o,aoan ooGDOQ o,oooo oooaao 0.0000 oooooa 0.0000 Oi 0000 0~OOGG 0.0000 0.0 0.0000 O.ooaa 0~aoaa 0.0000 0.0000 Q.OGGG o,oooo Oeooaa G.GOOG o.oooo 0.0000 0+0000 0.0000 0.0000 0.0000 Q.GGOQ I Oooooo Q.aooa GoOSQQ asooaa a,oooo 0~0000 0~0000 Q.oooo Q,oaoa a<oooo 0.0000<t o.oooo~o.oooo Ooaaoo.Gaao.0000 eoaaa, A.OOOO am<oooo o.oaaa WM<(~no a.Goa 0~0')aa Oiapaa aoaaao aooaoo 0.Qa.'}0 a.00()o Q.Goop 0+000)0.0000 ooaoao'.0000'~

0 0000<<0 NDT~Pl'l cR 6~

Chan Label A"imvth Elev ur)6 T-:0/i~Fart(1)Fact(2)Fact(3)375 376 377 378 379 aonn 00 0,0 0.00 0.00 Ooaa 0~00 0.00 0 Ooaa Qono Qoao-2ooioa-2oalao-2ooioa 0-2oaioa-2oolao Qonnno oaaaa.0000 Ooaaoa nQ.0000 0.0000 o,oooo 0~nnnn Qoaaaa 0.0000'0 380!'?I 382 384 385 386 388 389 391 393 394'795 396 397 398 399 NS071A NR071B NS 072 NS 073 NS 074 NS 075 MS 078 NS 085'W'ono 0.00 h hn a.oo 0 F 00 Oooo Oooo o,aa Ooaa 0.00 Oo Ooaa Oooo Oona ooaa Oooo aono o,oo aoaa 9oao Oooo oooo 3ooa Oooo Oooo Ooaa 0 F 00 Qoaa'Qooa Oooo Oooo Oooo Ooaa-2.0100-2.0100-2.0100-2oaiaa-2oaian-2oalao-2o0100 w~~-2oaiaa-2ooiaa-2oaiaa-2ooion 0100?0-2oaiao-2.0100-2oolaa 0000 0000 o.000 Oo 000 oo 00 oo 00 oaa 0 o,on o Ooaaa 0.000 o.oooo Oooooo Ooaaoa g,nnan 0.0000 O.nona Q.aooa 0.0000 Oonnnn~~a o.onno 0.0000 o)00 0.0000!Ooonno~Q,oooo aoanao OoOOOOI i o.oonn o,oooo Qa Ooooao Ooana 0.0000 Ooaaon.(VoM~400 401 402 403 404 405 406 407 408 409 411 413 414 415 416 417 418 419 MS 087 MS 089 MS O9O NS 095 MS 098 MS 101 NS 103 NS 106 SL 107 Sl 109 SL 110 an o b blank bl ink blank blank blanK blank Oooo o,oa 0 F 00 Oooo Ooan oooo nona 0 F 00 O.QQ 0 F 00 noaa 0.00 n 0 F 00 0.00 Qoao Oooo QoaQ Ooaa o.oa Doaa 0 F 00 0.00 a.oo Q,on Oooo 0 F 00 Oooa Ooaa 0.00 Oona 0 Oooo o,oa Oooo aoaa-2oolna'-2oalaa-2.0100-2.0100-2.010Q-2'100-.Oioo-2oalaa-2o0100-2o0100~'2.0100 a.,~-2.0100-F 0100-2onlaa~F 0100)0-2ooiao-2o0100 Oooono 0.0000 0~0000 o,noon 0.0000 o.oooo 0.0000 0.0000 0.0000 0.0000 OoaaaQ.Qnnn o.onoo nooann 0.0000 o.oooo Ooaana o 0.0000 Oooano ir o OOOO o.oooo Ooanno 0~00()0.0000.Qonn.ooan 0!.oono 0.t)000 0.000 0 o A)00 0, OI)()o 0 o 0+00 0, 001)0 aonaba oo000(~ona 420 421 4??423 424 425 426 BS 001 BS 002 BS 003 BS 004 BS 005 BS QO6 BS 019 Oonn Ooaa Oooo Oona OoOO Oooo Oooo 0~OQ Oooo 0 F 00 0 F 00 0 F 00 0 F 00 nooO-1o9900-1o9900-1o9900-io9900-1o9900-io9900-2o0100 0 Ooaoaa Ooaaaa Oooono Oooooo QoQnna 0.0000.0000 Ooooan', 0.0000'onnon

.o,oooo (0.0000 i aonoaa Oooaon

Chan Label A=imuth Elev Fact(1)M0C i-il/':" Fact.(2>Fact(3)427 428 429 430 431 432 433 434 435 436 437 438 43'cs BS BS BS BS BS Kcs BS FcS Bs Eo EO EQ 020 021 Q~)l 024 0 gc'26 027 028 029 030 111 112 113 Oooo Oona 0 F 00 OoQO Oooo Oooo Oooo Ooaa Oooo a.oo 0 F 00 0~Oo Oooo Oooo Oooo Oooo Ooan Oooo 0.00 0.00 Oooo Doaa Oooo oooo Oooo Oooo-2o0100-2o0100-2o0100-2ooiaa-2ooloo-F 0100-2ooiao-2.01GO-2'100-2ooiao-2o0100-2oaiao-2oaloo a.oooo Ooaooo Ooaooo 3oaoao ,0000 oaoaa 0 OOGQ 0 0000 0.0000 Oo 000 O, GOO Q.000 Oon 00 0.0000 Oonoao 0.0000 O.OQOG G.oonn o.oa()o Q.nnov Oooaao aoaaaa G.GOQQ Q.ooon 0~Qar)a Goooan 440 441 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 1 462 r r 464 465 466 4o 6?468 469 470 471 472 4?3 474 475 476 477 478 479 Ns NS NS NS NS Ns NS NS MS NS MS Ms NS MS NS NS NS NS NS NS 035 037 038 042 050 051 052 054 063 064 067 068 077 0?9 088 092 093 094 095 O97 EA 114 EO 115 FA 116 EO 120 FA 123 EA 124 EA 130 EO 135 EA 136 EO 139 EO 140 EO 141 EA 142 EO 143 FA 144 EO 146 EA 149 EO 151 NS 031 NS 032 Oooo Oooo 0.00 a.oo Oooo OoOO Oooo 0 F 00 Oooo Oooo 0 F 00 Ooan Ooaa Oooo Oooo Q.on Qoaa Oooo ooaa Oooo aoaa Oooo Oooo Oooo Oooo Oo00 o.no OoOO Qoao Goon Goao 0 F 00 0 F 00 Ooao 0.00 Oooo aoao 0 F 00 Oooo 0~aa Q,no Qooa aoao Oooo aoao Oooo Oooo 0 F 00 0 F 00 0 F 00 Oooo 0.00 Oooo Oooo Oooo o,on Oooo 0.00 Oooo Oooo Oooo 0 F 00 Goao aoOO Oooo 0.00 Oooo 0.00 o.an o,ao Qoaa Oooo oooo OoaQ Oooo Oooo o.oa Oooo 0 F 00 0 F 00-2ooioo-,oion-.oiao-2o0100-2ooioo-2oolao-2ooiao-2oolao-2ooioo-2ooiao-2o0100-2ooioa-F 0100-2o0100-2o010Q-2ooioo-2'100-2oolao-2ooioo-2ooioa-2o0100-2.0100-2onioo-2ooiao-2.0100-2o0100-2.0100-2o0100-2oaioo-2oaioa-2.0100-2ooioa-2.0100-2oa100-2oaiaa-.Oioo-.nioo-2ooioo-2oaloo-2~0100 V J z Ooa 00 Oooo'0 o.oo a ooona'>Oooaa aoaoa Oooaan 0.0000 Oooaon Oooooo o,aoao 0.0000 Oooooa aoaoaa Oooaaa noonaa o,onoa Oooann Ooaaaa o.oooo Ooaaao a,oooo Ooaaao Qooaaa 0.0000 Ooooao 0.0000 aoooan 0,0000 Ooaana i 0.0000 aoaaao Oooooo Ooaoon Oonnon Oooaan Oooana Oooona Oooooo ooooan aoooaa 0.0000 O.OGOO Ooanoa Q.aoaa 0.0000 o,oooo 0.0000 Qoaaoa 0,0000 o.oooo 0.0000 Q.noao 0~aooa aoaaaa Oonaoo Q.QQOO 0.0000)0.0000'.0~Gaao.Oaaa (,0000 O.oooo 0 gonna o,pooo o,poan O.qooa 0.0'poo Goo/an aoagon 0~00')0 G,OOOO Oooano Ooono(P Qoooa)Ooaoaa Ooaaaa Gooana o.noon Qonaaa

Chan Label A=&auth Elev<<+S-'/ix Fact(1)Fact("')F~c t(3)480 481 482 483 484 MS 100 HS 105 SL 081 SL 082 SL 083 Oo00 Oo00 Oo00 0 F 00 0 F 00 Oo00 Oo00 0<00 Qe00 Oo00-2+0100-2)0100-2o0100-2o0100-2.0100 Oo0000 e0000 0000 Oo 000 Oo 00 Q.00()0 Oo0000 Oo0000 0.0000 Oe0000 7 488 489 490 491 49.)493 494 495 496 497 498 499 blank lank bla blank blank blanK blanK blanK blanK blank blank blanK blank.Oo00 Oe00 Qo00 Oo00 Oo Oo00 Oi00 0.00 Oo00 Oo00 Oi00 Oo00 Oe00 Qo00 Oe00 Oo00 Oo00 Qi00 F00 Oo Oo00 Oe00 Oo00 Oo00 0>00 Oo00-.0100-F 0100-2(0100-2o0100-2e0100-2o0100-2o0100 0100-~oO-2o0100-2+0100-2o0100-2i0100 486 SL 108 0.00 Oe00-2o0100 Oo00 0 Oo000 Oo0000 Oo0000 0,0000 Oo0000 Oo0000 Oo0000 0.0000 Oo0000 ,0000 Oe 0 0.0000 Oe0000 WM3'0 0.0000 0.0000 Oo0000 0.0000 Oo0000 Oo0000 Oo0000%0o0000 F0000 0 F 0000 0.5000 0 e 0%()0 O.00/0 ()'40

APPENDIX MJE II.WJE DATA SHEETS FOR CONTAINMENT INTERIOR AIR TEifPERATURES, START OF SIT, P=OPSIG

Kiss, Janney, Elstner Associates, Inc.330 PQngsten M., Northbrook, illinois 60062 MAOE BY CP&dc 5-t/cf SHEET NUMBER gt5<c J-t~i pe@we5~R.~3 K'Kt'lM-7KES Oi/~~/SS PROd NUMBER O~>TG+I~1&CA-C t-PS upgo P~D's.DYo J QY Ox Qf 03 A 0+gV 05 5Y a.ivV 47 ,ev o%.5l 0'1 I lhJ9 lo 0 (2.WO t+'k8 l&&p 30 ER.3i FR 32 Bggy..C P.35 Ba.Z G lo 1(l 2.13 l7 lg Is+g/o'7>3/o 1 2+/I o~/>3 R)/o 3 2 t/0+E-2/oS B.3/og+I/O (E(/d2, PZ/d2 E g/O3 29 d'g P+/d4.QZ/oS Q3/o I&f/dQ~03 B9/O3~/o3'R'3/d (m/ds m3/dg 2 3/o I~jQ R3/os~O+~P&&3/d5 2 2/o I~/o+92/o&KZ/OZ P3/d+Rg/o z 63/of,~To+8.3/~B e+/V K3/o S&P OG&+jo5~/d g (C C gl IC~/dr 7+/OP%+(o&, a+/o 7+0~AD~~~fly%-L JO<~l~~~A r-Vitri~P1S~'t-~~Q=uJ~c.01/SI~~C1f.

Dr~pL~PpP1t 5 OiSPL, l

D NUNIlER-371 SURES DRTE-52 TINE-1538 14.53?0 14.5300 RVG 14>>5335 RTD'S 2 lr 0 1 22r81 Z2r05 Z3r82 23r86 24r01 Z4r~g 24r~y 25r~y ZSrQer p INRCT INRCT INACT RVC 71.0780 71>>4926 71.4566 71>>5-30 71.9969 70.5200 72>>4640 71>>6720 71.6660 70.4666 6>>0000 e.Boeo e.eeoo 71>>3284 2 lr02 Z2r02 Z2r06 23r03 Z3r97 Z4re2 Z4r&8 g 24r~e 25r4H IHRCT INRCT I NFICT 71>>4286 71>>1680 71.1866 71>>4929 71.S829 71>>6180 71.?080 71.7980 70.6820 70.4120 0.6000 8~6009 8>>8000 21r03 Z2r63 Z2r67 Z3r04 Z3r08 24r~g 24r~7 2&5(25'25r~IHRCT IHRCT 79>>9349 71'820 71.1866 71.4920 71>>5829 71.5100 71..3300 70'280 71.7440 70.95'0 8.0000 8.8090 Zir94 22r04 Z3r91 Z3r85 Z3r09 Z4r~Z4r ZS'~Z 2 Sr~+25']y INRCT INRCT 76.8620 71.3126 71>>5820 7 1~5820 71>>6360 71>>4560 71>>2580 71.S820 70'380 71>>1680 0.0006 e.oooo DEW CELLS RHD Z 1 51~4217 RHD Z3 47~1781 RHD Z5 56>>6524 INRCT 8.8000 AVt>>49.7989 AMBIENT~.PRESS VAPOR P'REc SURE RHD 22 RHD 23 RHD Z5 IHRCT 14>>5360~1763 14.3572 5>>8667 49.3832 RHD 22 50.3319 RHD 24 49.?806 INRCT 8.0989 INRCT 5.8180 51 037 0 RHD 23 49>>4986 RHD Z4 0.6600 INRCT 0.6960 49.7550 48'o27 6.0006

CORD NUNIlER-456 DFITE-53 TINE-1615 SSURES 55.6140 55.6020 RYG 55.6080 RTD'S 2lre 1 Z2r81 22r85 Z3r92 Z3r86 Z4r81 Z4r85 Z4r89 Z5r63 Z5re?IHRCT INRCT IHRCT RVG 69.8540 21r92 69.8186 Z2r82 69,9440 22r06?oe 4129 Z3r63 79.6186 Z3r67 71.3846 Z4r92 71>>4929 Z4r96 79.9766 Zarle 69.8260 Z5r64 69.18SO 25rOS 6.6900 INRCT Booooo IHFICT 8.8696 IHRCT 78.2152 69.9266 Zir03 69.9SOB 22r63 69.6260 22r07 70.4300 23r04 79.2500 Z3r08 79.8266 24r03 71~1146 Z4r07 71.1596 Z5ro1 68.9720 Z5rOS 68.6186 25r09 8.9660 INRCT 8.8060 INRCT e.eoee 69.?820 76.3640 69.9800 70.5020 70.3046 70 7600 70.6286?0.6820 70.1420 70.4120 8.9000 Ge0006 2lr04 Z2r04 Z3r01 Z3r05 23r09 24r64 24 08 25r02 25r06 25r1 6 I HFICT I HRCT 69~69~0 70.0166 70.5380 0~2 8 ly 0 70.3646 70'280 70e 1060 6'9~.4.0 71.6000 71.1500 0.0006 6.8900 DEW CELLS RHD Zl 5?I3575 RHD 23 54o4688 RHD Z5 57~67S 1 IHRCT e.eooo RVC 46.3412 RNBIEHT PRESS YRPOR PRESSURE Y PRESSURE (WS RHD Z2 RHD 23 RHD 25 INRCT 14~5369 i1547 55+4533 8.9666 5e 8189 51~8663 RHD Z2 49.2934 RHD Z4 55.5499 INRCT 8.9006 INRCT 20.267S RHD 23 55o9473 RHD Z4 9.9000 It)RCT 8.9900 23~7550 9.0600

<<<<~--ILPT TEST DATA SHEAROH HAPRIS HUCLEFIR POLlER PLAHT}0}.}iF:TOI}05: 2iF:TfiA9 Z2ip.T[~5 1}j Z~iRT[>2'01.: jiRT['~:05 Z4iPTt I'lj9-4iPT[>~>l~Z4<<PT[>9.01 Z5~F:Tf>~'05".<<RT[>>.09 Zl:PH[A Z;.iFH[8 5iFH[A P f'P f'EPP t'P f>EPR>Al 410'sl4<<08 I~,y2r.Q N%17.?5C=>><<>>+ I>.8~C=g gy}$~92(=4'f.O~r<<18.49C r.~>"}8 I~-r~r 7P 18,y?r.=b~ t~&}8.}.-.C=~q,rl k 18.}8C=re<<v.I:, 8}I+C+>0 5 8>9~~>4C 14.4~2P 14.6C~>>zF 102 ZliPT02 106>>iRT[i2 110 Z2iRTOo 114 ZSiRT03 202 Z')iRT[>7 20~~4iRT['2 210 Z4iP,T[>tj 214~4~PT['}0~r<2 Z~><<<<RT['4 >06 Z5~RT[>8~}0 Z2~F;Ht>A".'l4 Z".iF:H[i C 402 Z iF'HO 8 801 UT f<E:T 8rps'AT t>8T$09 P A"lj I>.8-.C~4~~+Ia 8}C<<r+.0>}f Iy.y~C=6'3.9&8 I?.99C=r'QSw Or;r'<00 Z 18,}OCR 4+>>Ã18,'~i)45>D~4 18,2rir'<4'><~I'.82C-r~>7>I y, y"r.=r 5.9}9-4.74C~8.99C i9.~4C l 14.4 2F'y~>Cir8 95}P,8~0=&Mb}~.86C~~I~<+>47>I y.98C=4+.5r+I r.94C=a+.~S>18~Zj,r QQ 8&8 ,18,n4C=r 4'""~IP.OIG""<"'~~I+Or;r,-&0 <<98 104 Z}iRTD4 108 Z2iRTN 112 ZbiPT[i}116 Z~iPT[>5 204 ZSiRT[9 208 Z4iRTD4 212 24iRT08"Ii Z5/PT[>" M~4 Z5iRT[>8 g}0~Z}~PTM IA""'"ipTO 3 I I I ZZiRTf>7 1}5 Z~iPT[i4 20"-ZSiRT[~8 20~Z4iRTN 211 24iPT[>?iPTOI~0~Z5<F:TN".'r(?Z5iPT[9~08 Z~iFT[sl>) el}2iPHf 8 i0..":Ir<<1 '.iPHf fl 3}.Z4iRH[>A 3!<.I.C'16 Z4iRH[>8 408 YFTiRT[>I 21.02C'09 P-I 802 MT F'HO>T"i."4C-803 L}T f>PT 8(i6 MT RH[~T}02.8}F 80>L}T f'PT 810-0.0,8 IP~4 0 rqyC~yq>vclt 9cC~g+>310}8.S~C=~~~'l+18.>>C=jl+5~5}8.0,C-yH<0 r<<af>(I}+~g<<4>Q$g r~r 4+D X9.0C 14.4.'~>P x,40I 0~8 I IF

APPENDIX WJE III.WJE DATA ON CONTAINMENT CONCRETE AND LINER TElPERATURE, START OF TEST, P~OPSIG (AND AIR TEMPERATURE ENCLOSED SPACES AROUND CONTAINMENT)

Hnr ris Nuclear Plnnt Date'2/21/86 Time>>15:.9>>1 Page 1<<JE<<o~790229<)tu)C<<<-</2 Pressure 0.00 Load Stnge OOA t TEHPEP<ATUFlE DATA Chan~Label A=imuth (Deg>>Min)Elev>>Temper ntur e (Feet)(Deg.F.)0 T 01 L 90>>00 227>>00 66>>4 T 02 I 90>>00 227>>00 66>>1 002 003 004 005 006 007 008 T 03 0 90>>00 227>>00 64>>5 T 04 L 170>>00 227.00 67>>1 T 0>1 T 06 0 170>>00 227>>00 65>>2 T 07 L 270>>00 227>>00 T 08 I 270.00 227>>00 66>>8 T 09 0 T 10 346>>00 227>>00 65.9 T 11 0 346>>00 227.00 65>>6 3.00 268>>00 71'T 15 I 346>>00 328>>00 67>>2 016 T 16 0 346>>00 328>>00 63>>4 18 0 346.00 376.00 65'T 19 1 346 F 00 376>>00'65>>9 T 20 225>>00 410>>00 60.5 T 21 225.00 410.00 63>>0 020 021 0.<.)023 T.).)T 23 T 24 T 25 S S S S 320>>45 162>>30 270>>00 185>>00 240.00 239>>92 270>>00 265>>00 68>>0 67>>1 70>>9 71>>2 DE-GlJCl i~SPA<~AQ)000 Cpgg.Aye'g,()L DESYiQATlOQS TP qgl<6l-5 dye>0 l5'l (<Ol'7 Bled PE<YCLEgttoQF <d~<<<'~rldVS 5Y W<l&d4 4/lf/8b

Harris Nuclear Plant Date: 02'Z86 Time;20:07:37 Page 1 W0C Qi-2/~MJE Now 790229A Pressure 51.80 Load Stage 16A Chan i Label TEMPERATURE DATA A=imuth Elev~(Deg.Min)(Feet)Temperature (Degas Fo)000 001 002 003 T 01 L 90,00 227,00 64.0 T 02 I 90opp 227opp 64op T 03 0 90.00 227opp 64.5 T 04 L 170<00 227.00 65op 04 T 05 E 170.00 227.00'4.9 005 009 10 011 012 13 014 015 T 06 0 170.00 227.00 65'65'65.1 09 270.00 227opp 65'T 10 34bopp 227opp 66+3 T 11 346.00 227.00 65o4 T 13 346opp 268opp 70.8 T 14 X 346opp 268.00 7203 T 15 I 34bo00 328opp 68 F 1 T 16 0 346.00 328o00 58+4 T 18 0 346ipp 376o00 54~4 19 t 346.00 37bo00 67o2 0 1 00 C C'do~..)1 225.00 410o00 65.3 020 021 0.lQ 023'1?T 23 S T 24 S T 25 S 320e45}62o30 270o00 185i00 240o00 239o92 270i00 265ipp 66'66op 66.3 69oi hOOa9 X~y L les'rqgAt~egg T()WRg(-5>09, did~0>>,di~~dt>,d 8>Ol 7 Olg rkt-GPHON6 ~HSrkVMOPS gY W4f 4~+p~/gb

APPENDIX WJE IV.WJE DISPLACEHENTS DATA START OF SIT, P=OPSIG

Page 2 A DI SF'LACEMENT Ha r r 1 s Nuc 1 ea r F'1 an t Date.'2/21/86 T irrre!15)29 l 21/WJE Now 7902290 Pressure 0.00 Load Stage OOA g/~p 9h Chan~061 062 063 064 065 066 067 068 069 070 071 072 073 074 075 076 077 078 079 080 081 082 083 084 085 086 087 088 089 090 091 092 093 094 095 096 097 098 099 100 101 102 103 104 105 106 107 108 109 110 Label WD 10 WD 12 WD 14 MD 16 MR 18 MR 19 MR, 0 MR 21 WR 22 MR 23 WR 24 MR~5 WR 26 WR 27 MR 28 WR 29 BR 71 BR 72 BV 73 BR 74 BR 75 BV 76 BR 77 BR 78 BV 79 BR 80 BR 81 BV 82 ER 31 ER 32 ER 33 ER 34 ER 35 ER 36 ER 37 ER 38 ER 39 ER 40 ER 41 ER 30 MR 42 MR 43 MR 44 MR 45.MR 46 MR 47 MR 48 MR 49 MR 50 MR 51 A=imuth (Deg.Min 166.03 90o05 lbbi20 90oaa 90eai ibboaa 270iaa 90oaa ibbiaa 83oaa 166+52 346+00 90+00 166.00 268'6 346i05 346+01 346 iaa 345~59 269i59 270.00 269.59 165o59 165o59 ibboaa 90oaa 90oaa 90iaa 346oaa 346oaa 319ela 327o24 334o38 357o28 fer2.t~rL3%~i~346eaa 8%46oaa 346o07 346i08 270oaa 270oaa 270)00 273oab 273e46 270o00 270o00 278i51 278i52 278i52 Elev.(Feet)386'0 385+08 350i42 349oaa 308.50 320o42 320i42 287i42 287oaa 256(00'55 58 256oaa 237oaa 237iaa 237+42 237oaa 226oaa 2 1.00 2iboaa 226(00 221.00 215o92 226iaa 221oaa 216+00 226.00 221+00 216oaa 319oaa 310o92 298.00 298.00 297i92 298+00 298iaa 285,o42 ,276o75 268+25 3~1~00 284o33 282i75 282oaa 278o50 278e50 274i92 274'2 284e33 282o75 281o92 Deflection (Inches)ooaaa Oiaaa 0.000 Ooaaa Ooaaa 0.000 0.000 Oiaaa Ooaaa Oiaaa Ooaaa Oiaaa Oo 000 a,oao 0.000 0.000 0~000 Ooaaa Ooaaa 0.000 0.000 Ooaaa Ooaaa Ooaaa Ooaaa 0.000 Ooaaa Q.oaa 0.000 0.000 Ooaaa Ooaaa 0~000 0.000 Oi 000 Ooaaa Ooaaa Ooaaa Ooaaa Ooaaa Oiaaa Ooaaa Ooaaa Ooaaa Oiaaa Oeaaa Ooaaa Ooaaa Ooaaa Ooaaa Harris Nuclea~Plant Datel 02/2]/86 Tirr<e: 15: 29 o 21 Page 3 WJE Ho+7902290~~Cd Pressure e Oi00 Load Stage OOA DISPLACEMENT DATA Chan o 111 112 113 114 115 116 117 118]19 120 121 1 123 124 1 5 126]27 128]29 130 131 132 133 134 135 136 137 138 Label NR 52 NR 53 NR 54 NR 55 NR 56 NR 57 NFi 58 MR 5 NR 60 NR 61 NFi 62 NR 63 NR 64 NR 65 NR 66 NR 67 NF~68 NR 69 NR 70 DV Ol DV 02 DV 03 DV 04 IIV 05 WV 06 WV 07 WV 08 WV 09 A"imuth<Deg.Nin)+?c o'0 275']6 28]oS8 283']3 284+08 278o53 278o53 270(00 27]i59 273.36 270i00 270)00 278.53+75t]5 276.52 280+52 283+04 278i52 278.50]78(00 45.00 225+00 49o42 225o00 45o00]35o09 225i01 3]4o57 Elev.(Feet>2?8o50 278e50 280i25 279,25 278o50 274o92 274i25 273o25 27]o25 27]i]6 268obb 26?F00 273o25 27]o]6 2?]i25 27](25 27]i25 26bo92 268'?5 440o75 430+00 430o00 4]0i42 410+00 375175 375'8 DeE'lection (Inches)0~000 Oo000 0 F000 Oo000 0+000 0.000 Oi000 Ot000 0+000 Oo000 Oi000 Oo000 Oo000 Oe000 Oo000 Oi000 Oi000 Oo000 Oo000 Oe000 Oe000 Oi000 Oo000 0.000 0+000 0.000 Oo000 0>000

APPENDIX WJE V.WJE STRAIN GAGE DATA-REBARS START OF SIT, P=OPSIG Harris Nuclear F'lant Date', 02/21/86 Time)15:29+21 STRAIN GAGE Page 4 DATA-Cud E'W'/5 MJE No, 7902290 F'ressure 0.00 Load Stage OOA ENBEDDE D BARS Chan.300 301 302 303 304 305 307 308 309 320 321 322 323 324 325 326 328 329 340 341 342 344 345 346 347 348 360 361 362 363 364 365 366 367'68 369 380 381 382 384 385 386 388 389 Label open EO 117 EO 119 EO 121 EO 122 EQ 1.5 EO 128 EO 132 EO 133 EO 134 EO 138 EO 145 EO 147 EO 148 EQ 150 EO 152 NS 034 NS 036 NS 039 HS 040 NS 044 NS 048 NS 049 NS 053 NS 055 NS 056 NS 058 NS 060 MS 061 NS 062 NS065A NS065B MS066A NS066B HS 069 MS 070 NS071A MS071B NS 072 NS 073 NS 074 MS 075 NS 078 MS 085 A=imuth (Deg.Min)0+00 Oi00 0+00 Oo00 0+00 Oi00 Oi00 Oi00 Oo00 Oo00 Oo00 0 o.00 Oe00 Oo00 Oo00 Oo00 0.00 0~00 Oo00 0.00 Oo00 Oi 00 Oi 00 Oe00 Oi00 0 F 00 Oo00 0 F 00 Oi00 Oo00 Oo00 Oo00 Oi00 0+00 Oi00 Oo00 0+00 0+00 Oo00 0+00 Oo00 Oo00 Oo00 Oo00 Elev.(Feet)Oo00 Oo00 Oe00 Oi00 Oo00 Oo00 0.00 Oe00 0 F 00 Oi00 Oi00 0.00 Oe00 Oo00 Oo00 0 F 00 0+00 0.00 0+00 Oo00 Oo00 Oo00 0.00 Oi00 Oo00 Oi00 0+00 Oi00 Oi00 Oo00 0+00 Oi00 Oo00 Oi00 Oi00 Oo00 0+00 Oo00 Oi00 0+00 Oo00 Oo00 Oo00 Oo00 Str ain (Nic roIn/In)Oo Oo Oo Oo Oo Oo 0~Oo Oo Oo 0~Oi Oi 0~Oi Oo Oo Oo 0+Oo Oo 0~Oo Oi Oo Oo Oo Oi Oo Oo Oi Oo Oi Oo 0~Oo 0~Oo Oo Oo Oo Oo&v-Oo Oo

Har r i s Nuc lear Plant Date'2/21/86 STRAIN GAGE Page 5 DATA LJJE No>>7902290 Pressure 0.00 Load Stage OOA ENBEDDED BAFlS Chan~400 401 402 403 404 405 406 407 408 409 411 420 421 422 423 425 426 427 428 429'30 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 Label NS 087 NS 089 NS 090 NS 096 NS 098 NS 101 NS 103 NS 106 SL 107 SI 109 SL 110.BS 001 BS 002 Bs 003 BS 004 BS 005 BS 006 BS 019 BS 020 BS 021 BS 022 BS 024 BS 025 BS 026 BS 027 BS 028 BS 029 BS 030 EO 111 EQ 112 EQ 113 EO 114 EQ 115 EO 116 EQ 120 EO 123 EO 124 EQ 130 EO 135 EQ 136 EO 139 EO 140 EO 141 EO 142 EO 143 EO 144 EO 146 EO 149 EO 151 NS 031 A=imuth (Deg.Nin)0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0.00 0>>00 0>>00 0>>00 O>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0.00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0.00 0>>00 0>>00 Elev>>(Feet)0>>00 0>>00 0>>00 0.00 0.00 o.ao 0 F 00 0>>00 0>>00 0>>00 0.00 o,ao 0.00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0 F 00 0>>00 0>>00 0 F 00 0>>00 0>>00 0>>00 0>>00 O>>00'0>>00 0>>00 0>>00 0 F 00 0>>00 0>>00 0>>00 0>>00 0>>00 0 F 00 0>>00 0>>00.0>>00 0 F 00 0>>00 0>>00 0>>00 Strain (Nic roIn/In)0>>0>>0>>0>>0>>0>>0>>0>>0~0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>, 0>>0>>0>>0>>0~0>>0>>0>>0>>0>>0>>0>>0>>0>>0~0~0>>0>>0>>0~0~0>>0>>0>>0>>0>>0>>0>>0>>

Page DATA Chan.Label A=imuth (Deg.Min Harris Nuclear Plant Date: 02/21/86 Time l 15!29l21 STRAIN GAGE Elev.)(Feet)WJE No.7902290 6 Pressure 0.00 Load Stage OOA EMBEDDED BARS lU~G&~g Strain (Mic roIn/In)459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 486 NS 032 NS 035 MS 037 MS 038 MS 042 MS 050 MS 051 MS 052 MS 054 MS 063 MS 064 MS 067 MS 068 MS 077 MS 079 NS 088 MS 092 MS 093 NS 094 MS 095 MS 097 NS 100 MS 105 SL 081 SL 082 SL 083 SL 108 0 F 00 Oi00 0>00 Oo00 Oi00 0.00 Oi00 Oo00 Oo00 0+00 0+00 Oo00 0 F 00 0+00 0 F 00 0 F 00 Oi00 Oi00 0+00 0.00 0.00 Oe00 Oo00 Oo00 Oo00 Oo00 Oo00 Oi00 Oe00 Oo00 0+00'Oi 00 0.00 Oo00 Oo00 0+00 Oi00 0.00 Oo00 Oi00 0 F 00 Oe00 0.00 0.00 0.00 Oi00 Oi00 0+00 0.00 Oi00 Oi00 0 F 00 Oo00 Oi00 0~Oi 0~Oo Oo 0~Oi 0~Oo Oo 0~Oo 0~0.0~Oo Oe Oo Oo Oo 0~Oo Oo Oo Oo 0.Oo STRAIN GAGE DATA-ROSETTE ELEMENTS~(c, (d D]@~l cl)gV~p316 b))g5.57~~a g~v~~"" Chan~140 141 142 143 144 145 146 147 148 149 150 151 152 153 Label BS 01A BS 01B BS 01C BS 02A BS 02B BS 02C BS 03A BS 03B BS 03C BS404A BS404B BS404C BS 05A BS 05B A=imuth (Deg~Min)Oo00 Oo00 0 F 00 0~00 0+00 Oo00 0.00 Oi00 Oo00 Oe00 Oe00 Ot00 Oi00 Oo00 Elev.(Feet)Oo00 Oi00 Oi00 Oi 00 0.00 Oo00 Oo00 Oi00 Oo00 Oi00 Oo00, Oi00 Oo00 Oo00 Stl lln (Mic raIn/In)Oi Oo 0~Oi Oo Oi 0~Oo Oo Oo Oe Oo Oi Oi

APPENDIX WJE VI.WJE DATA SHEETS FOR LINER STRAINS, START OF SIT, P=O

Harris Nuclear Plant Date: 02/21/86 F'age 6 Ti me!15:29l21 MJE No.7902290 F'ressure 0 F 00 Jlal-STRAIN GAGE DATA-ROSETTE EL.EMENTS Chan~140 141 142 143 144 145 146 147 148 Label BS 01A BS 019 BS 01C BS 02A BS 02B BS 02C BS 03A RS 03B BS 03C A"imuth (Deg.Min)Oi00 Oi00 Oo00 0+00 Oi00 Oi00 0~00 Oo00 Oe00 Eleve (Feet)OOOO Oo00 Os00 0+00 Oo00 OOOO Oi00 Oo00 OoOO Str 1 in (Nic r oln/In)Oo Oo Oo Oi Oo Oi Oo Oo Os 152 153 BS 05A RS 05B Oe00 Ot00 0 F00 Go00 Oo Oo

Mar ris Nuclear Plant Date: 02/21/86 Page Time: 15: 29: 21 STRAIN GAGE DATA MJE Now 790229O 7 Pressure Oi 00 Load Stage OOA ROSETTE ELEMENTS Chan~154 155 156 157 158 159 160 161 162 163 164.1 66 167 168 169 Label BS 05C BS Obh RS 06B BS 06C BS 07A BS 07B BS 07C BS 08A BS 08B BS 08C BS-09A BS-09C BS 10A BS 10B BS 10C A=imuth (DegiMin)Oo00 Oi00 0.00 Oo00 Oi00 Oi00 Oo00 Oo00 Oi00 Oi00 Oo00 Oo00 Oo00 Oo00 Oi00 Eleve (Feet)0.00 Oo00 Oi00 Oi00 Oo00 Oo00 0.00 0+00 0 F 00 Oi00 Oo00 ,0.00 Oi00 Oi00 0.00 Str ain (Mi c ro ln/In)Oi Oe Oo Oi Oo Oo Oo 0~Oi Oo Oo Qo Oi 0~Oo 171 172 173 174 175 176 177 178 180 181 182 183 184 BS?1 1A'?11B BS?1 BS?12A BS?12B BS?12C BS?13A BS 13B BS 13C BS-14B BS-14C BS 15A BS 15R BS 15C Oo00 0+00 0+00 0 F 00 0+00 0 F 00 Oe00 Oo00 0.00 0+00 Oi00 Oo00 0+00 Oe00 Oe Oo00 Oo 0.00 0~Oo00 Oo F00 Oo 0~000'~0~0 F 00 0+00 0~Oo00 Oo r&e-Oo00 0+Oe00 Oo Oo00 0~Oo00 Oo 0>00 Oo 186 187~-BS416A 0 00 Oo00 BS416B"" OH>~0.00 BSC16C 0.00 0 F 60 0~Oo 188 189 190 191 192 193 194 195 196 197 198 199 200 201%0 P 203 SL 17A SL 17B SL 17C SL 18A SL 18B SL 18C EQ 19A EO 19B EO 19C EO Oh EO 20B EQ 20C EQ 21A EO 21B EQ 21C EQ 22A 269o38 269o38, 269i38 770 PP 27Q 270o22 345o58 345e58 345i~8 345i59 345i59 345o59 332.57 332'7 332+57 337e48 376+25 376o25 376 i 25 376+25 376.25 376o25 318e67 318o67 318+67 311+42 31io42 311+42 312o42 312'2 312o42 307+17 Oo Oi Oo Oo Oo Oe Oi Oo Oo Oo Oo Oo Oi Oi Oi Oo Harris Nuclear Plant Date.'2/21/86 Tinge: 15: 29 l 21 STRAIN GAGE Elev~(Feet)Chan.A itt<uth (Deg~Min)Label WJE No, 790229G Page 8 Pressure 0.00 Load Stage OOA DATA-ROSETTE ELEMENTS Strain (Mi c r o In/In)204 205 206 207 208 209-210 211.l 1'1 213 214 215 216 217 218 219 g 10 l.>4 KP w)~I 16 0 P7 9'18 229 230 231~34 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251)5.l a4a 253 EQ 228 EG 22C EG 23A EG 238 EQ 23C EG 24A EQ 248 EO 24C EG 25A EO 258 EQ 25C EG 26A EG 268 EO'26C EQ 27A EG 278 EQ 27C EO 28A EO 288 EO 28C EG 29A EO 298 EG 29C EO 30A EO 308 EG 30C EG 31A EO 318 EQ 31C EO 32A EO 328 EG 32C NS 52A NS 528 MS 52C NS 53A NS 538 NS 53C NS 33A MS 338 NS 33C MS 34A NS 348 NS 34C NS 35A NS 358 NS 35C MS 36A NS 368 NS 36C 337'8 337i48 327o44 327)44 327(44 333'9 333~15'33.19 333e04 333o04 333.04 337i46 337i46 337o46 346o00 346i00 346i00 346o09 34be09 346.09 354 i 20 354o20 354.20 4.23 4e23 4i23 357o43 357o43 357o43 354o17 354>17 354o17 278'9 278i49 278o49 270o00 270o00 270o00 278o31 278i31 278i31 269o42 269+42 269i42 284o21 284o21 284.21 281e50 281o50 28le50 307oi7 307+17 297o96 297o96 297+96 297i96 25'7o96 297+96 282i95 282o95 282i95 288i64 288.64 288)64 277o79 277e79 277e79 283i63 283o63 283i63 288.63 288i63 288.63 298i12 298'2 298o12 297i93 297o93 25'7.93 307+04 307i04 307+04 283o70 283i70 283o70 283+65 283(65 283i65 281o73 281i73'28lo73 28lo69 28lo69 281e69 278o50 278o50 278o50 278 i 50 278o50 278o50 Oo O~Oe Oo Os Oo Oi Oo Oo Oo Oo 0+0~0.Oo Oo 0~Oo Oo Oi Oo Oo 0~Oo Oo 0~Oo 0~Oi Oo Oo Oo Oi 0~Oo Oo Oi Oe Oo Oo Oo Oo 0.0~Oo Oi Oo Oo Oo Oo Harris Nuclear Plant WJE Hoi 7902290 Date: 02/21/86 Page 9 Pressure 0.00 Timel 15:29:21 Load Stage OOA 0~STRAIN GAGE DATA-ROSETTE ELEMENTS>~e2Z/5 Chan~254 g C'256 257 8 259 260 261 263 264 265 266 267 268 269 270 271)7~)273 274 275 276 277 278 279 2SO 281 282 283 284 285 286 287 288 289 290 291 293 294 295 296 297, 29/Label NS 37A MS 378 MS 37C MS 38A NS 388 MS 38C MS 39A MS 398 MS 39C NS 40A MS 408 MS 40C MS 41A NS 418 MS 41C MS 42A NS 428 MS 42C MS 43A MS 438 NS 43C MS 44A MS 448 MS 44C NS 45A NS 458 NS 45C MS 46A MS 468 MS 46C MS 47A MS 478 NS 47C NS 48A MS 488 NS 48C MS 49A MS 498 MS 49C MS 50A NS 508 MS 50C MS 51A NS 51B MS 51C A" imuth (Deg~Nin)275 t 55'75 55 g75 55 274e28 274.28 274i28 272 t 55 7'5 272o55 278o31 278i31 278+31 270.21 270o21 270o21 278o49 278o49 278+49 270i00 270.00 270i00 278o49 278o49 278i49 270i00 270.00 270.00 280(48 280+48 280i48'76'5 276.55'76 55 274o31 274o31 274o31 271e59 271i59 271o59 278o27 278i27 278o27 269o40 269o40 269(40 Elev.(Feet)278o27 278o27 278(27 78 50 278o50 278(50 278'9 278)19 278i19 275e00 275.00 275o00 275o08 275i08 275.08 273(00 273i00 273+00 273i96 273.96 273o96 273.00 273+00"273i00 272o78 272.78 272o78 270i67 270e67 270eb7 270+71 270i71 270+71 271o25 271.25 271o25 270o69 270ib9 270i69 268+83 268i83 268i83 268o79 268+79 268o79 Strain (Mic roIn/In)Oo Oi Oi Oo Oi Oo Oo Oi 0~Oo Oo Oo Oo Oi Oo Oo Oo 0+Oo Oo 0~Oi Oo Oi Oi Oo 0~Oo Oi 0~0~Oe Oi Oi Oi Oo Oo Oi Oi Oe Oi Oi Oi Oe Oe

BS BS BS 01 0.I 03 Rosette 0>>0 0'0>>0 Harris Nuclear F'lant 4IJE No>>790229Q Date: 02/21/86age 10 F'ressure 0.00 Time>>15>>29:21 Load Stage OOA STRAIN ROSETTE REDUCTION g/g Strains Stresses Angle (Micro In./In.)(psi)(Deg)Min~Max~Shear Min~Ma".~Sh ea r 0>>0>>0>>0>>, 0>>0~0>>0>>0>>0>>0>>0~0>>0>>0>>0>>0>>0>>BS BS BS BS 05 06 07 08 09 10 0>>0>>0>>0.0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0.0>>0>>0~0>>>>0>>0>>0>>0>>0>>0>>0 0>>0 0>>0 0.0 0>>0 BS'?12 BS?13 BS414 15 SL SL EQ EQ EQ EQ EQ EQ EQ 17 18 19'70.T 1 o4+C EQ'6 EQ 27.>8.T 9 EQ EQ EQ MS MS MS MS MS MS MS MS MS 39 MS 40 MS 41 MS 42 MS MS MS MS MS MS MS 45 46 47 48 49 50 51 30 31 3.l C'53 33 34 35 36 37'8 0>>0>>0>>0>>0>>0>>0>>0>>0>>0.0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0~0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0~0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>,0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>, 0>>0>>0~0>>0>>0>>0>>0>>0~0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>.0~0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0~0~0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0~0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0>>0 0~0>>0>>0>>0>>0>>0>>0>>0>>0>>0~0>>0~0>>0>>0>>0>>0>>0>>0>>0~0>>0>>0>>0>>0>>0>>0>>0>>0~0>>0>>0>>0>>0>>0>>0>>0.0 0>>0 0>>0 0>>0 0~0 0>>0 0>>0 0'0>>0 0.0 0'0>>0 0>>0 0>>0 0.0 0>>0 0>>0 0.0 0>>0 0>>0 0.0 0>>0 0>>0 0>>0 0>>0 0>>0 0>>0 0~0 0>>0 0>>0 0>>0 0>>0 0~0 0>>0 0>>0 0>>0 0.0 0.0 0>>0 0>>0 0>>0 0' APPENDIX WJE VII.WJE DATA SHEETS FOR CB DISPLACWENTS AT P=51.8

a Harris Nuclear Plant Date: 02/22/86 Time: 20:07l37 Chan~h=imuth (Deg~Min)Label MJE Now 7902290 F'ag e 2 Pressure 51.80 Load Stage ibh DISPLACEMENT,DATA ~iig Elev.Deflection (Feet)(Inches)061 062 063 064 065 066 067 068 069 070 071 072 073 074 075 076 077 078 079 080 081 082 083 084 085 086 087 088 089 090 091 092 093 094 095 096 097 y/z~/+pc<, r~~<~a,~098 ,<gg<~c-099 100 e 101 102 103 104 105 106 107 108 109 110 WD 10 WD 12 MD 14 MD 16 MR 18 WR 19 MR 20 MR 21 WR 22 WR 23 WR 24., WR 25 WR 26 WR 27 WR 28 MR 29 BR 71 BR 72 BV 73 RR 74 BR 75 RV 76 BR 77 BR 78 BV 79 BR 80 BR 81 BV 82 ER 31 ER 32 ER 33 ER 34 ER 35 ER 36 ER 37 ER 38 ER 39 ER 40 ER 41 ER 30 NR 42 NR 43 MR 44 NR 45 NR 46 NR 47 NR 48 MR 49 NR 50 NR 51 166.03 90+05 lbbe20 90opp 90ipi 166.00 270opp 90ipp ibbepp 83opp 166 5.346.00 90opp ibbipp 268.56 346o05 346ipi 346opp 345i59 269+59 270epp 269i59 165e59 165.59 ihbipp 90ipp 90opp 90ipp 346o00.346.00 319oip 327.24 334o38 357.28+)W I 2i~346ipp S 446,00 346i07 34bo08 270epp 70,00 270o00 273opb 273o46 270ipp 270+00 278e51 278)52 278 i 52 386i50 385>08 350i42 349opp 308o50 320o42 320e42 287>42 287opp 255(00 256opp 237)00 237.00 237+42 237ipp 22bopp 221+00 216+00~.6.00 22iipp~15(9~226ipp 221>00 216ipp 226opp 221+00 216epp 319ipp 310i92 298opp 298opp 297e92 298(00 298ipp 285(42 276iit5 268i25 S&4Rnpp 284o33 282s75 282(00 278e50 278 50 274i92 274i92 284i33 282o75 281o92 Oo247 0 P'13 0.345 0>380 0)451 0.562 Oe379 0>449 Oo506 Oo468 Oo405 0(270 0.348 0)275 Oo265 Oo209 0i053 Oo025 0>004 0.057 0.056 0>002 0.122 0.022 Oo002 0 i 043 Oo015 Oo003 Oo179 Ooi63 Oo512 0,407 Oe306 Oo306 Oo372 0 515 0.113 Oi 213 pi 127 0.216 Oi 166 Ooibi Oo157 0.163 Oiiip Oo148 Oii57 0>174 Oo216 Oo215 Page 3 DISPLACEMENT DATA Harris Nuclear Plant Date: 02/22/86 Time: 20l07l37 WJE No+7902290 Pressur e 51.80 Load Stage 16A lvZt~Chan~111 1}2 113 114 115 116 117 118 119 f'10 121 f22 123 1.)4 125 126 1.l7 128 129 130 131 f 3".l 133 134 135 136 137 138 Label HR HR HR HF HR NR HF NR HR NR HR NR HR NR HR MR HR HR HR DV 53 54 55 C'57 58 59 60 61 63 64 65 66 67 68 69 70 01 WV WV WV 07 08 09 DV 02 DU'3 DV 04 DV 05 WV 06*=imuth (Deg.Min)275 o 50 275>}6 281+38 283'}3 284.08 278(53 278o53 270o00 27}i59 273e36 270ipp 270i00 278)53 75 15 76 5.~80 5~283(04 278i52 278i50}78opp 45+00~~5 00 49e42 225ipp 45+00}35o09 225ep}314e57 Elev.(Feet)278.50 278)50 280(25 279i25 278e50 274 i 92.74 25 27}o25 27}ifb 268ibb 267.00 273e25 27}ofb 27}o25 271'5 27}i25 266)92~68 7~440o75 430opp 430ipp 4}0o42 4}pepp 375'5 375'5 375o58 Deflection (Inches)Oi}60 Oi}75 Oi21 8 Oo24}pi 233 Oo}93 Oo}96 0.156 0+165 Oi}52 Oo}4}0.166 Oe}24 Oe088 Ot155 Oe2}5 0 p~)5 0.207 Oi}73 0.266 Oo362 Oo407 Oi400 Oo388 Oo268 Oo305 0.285 0+244 APPENDIX WJE VIII.WJE DATA SHEETS FOR REBAR STRAIN AT P~51.8

MWZzzZ Harris Nuclear F'lant Date;02/22/86 F'ag e Time: 20l07,'37 STRAIN GAGE DATA WJE No)7902290 4 F'r essure 51~80 Load Stage 16A EMBEDDED BAFlS Chani Label A=imuth Elev.(Deg.Min)(Feet)Strain (Mic roIn/In)300 301 302 303 304 305 307 308 309 320 321 323 324 325 326 A 328 329 340 341 342 344 345 346 347 348 360 361 362 363 364 365 366 367 368 369 380 381 382 384 385 386 388 389 open EQ 117 EO 119 EQ 121 EO 122 EA 125 EQ 128 EQ 132 FA 133 EO 134 EA 138 EO 145 EA 147 EO 148 EQ 150 EO 152 NS 034 NS 036 MS 039 MS 040 NS 044 NS 048 NS 049 NS 053 MS 055 NS 056 NS 058 MS 060 NS 061 MS 062 MS065A MS065B MS066A MS066B MS 069 MS 070 NS071A MS071B NS 072 NS 073 NS 074 NS 075 NS 078 NS 085 0+00 Oo00 0+00 Oo00 Oo00 0.00 Oo00 Oi00 Oi00 Oo 00 Oi00 0+00 Oo00 Oo00 Oo00 Oo00 0.00 0+00 Oo00 0 F 00 Oi00 0+00 0+00 0.00 Oo00 0+00 Oo00 Oo00 Oi00 Oi00 Oi00 0.00 Oi00 Oo00 0+00 0+00 Oi00 Oi00 Oo00 Oo00 Oo00 Oo00 Oo00 Oo00 Oi 00 Oo00 Oi00 0+00 Oi00 Oo00 0.00 0+00 0 F 00 Oo00 Oo00 Oo00 0>00 Oo00 0+00 0.00 Oi00 Oo00 Oo00 Oo00 0 F 00 0.00 Oo00 Oo00 Oi00 Oi00 0+00 Oi00 0.00 Oi00 Oo00 Oo00 Oi00 Oi00 Oo00 Oi00 0 F 00 Oo00 0+00 0+00 Oi00 Oo00 Oo00 Oi00 0~503'26.96'7 t 22'9~48'9o 186.280m 82'49'8.248m 100 i 238 t'1~c&354<-1~4 169l165'66m C'16.226.6.)9 531.128i 75'8~80m 160'46.253'37'54'36'9 '6'58'16m 158+658m 59'

Harris Nuclear Plant Datel 02/22/86 Time: 20 l 07 l 37 STRAIN GAGE Page 5 DATA-WJE No.7902290 Pressure 51.80 Load Stage 16A ENBEDDED BARS Chan~Label*=imuth (Deg~Nin)Elev.(Feet)Strain,.(Nic ro ln/In)400 401 402 403 404 405 406 407 408 409 411 420 421 423 424 4 5 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 NS NS NS NS NS NS NS SL SL SL BS BS BS BS BS BS BS BS BS BS BS BS BS BS'S BS BS EO EO EO EG EO EO EG EA EO EQ EO EO EO EA EO EO EQ EA EQ EA EO NS 087 089 0'90 096 098 101 103 106 107 109 110 001 002 003 004 005 006 019 020 021 P.ll 024 025 026 027 028 029 030 111 112 113 114 115 116 120 123 124 130 135 136 139 140 141 142 143 144 146 149 151 031 0+00 Oopp Oopp 0+00 Oe00 Oopp Oopp Oepp 0+00 Oopp Oipp Oopp 0+00 Oopp Oopp Olpp Oipp Oipp Oopp Oopp Oopp 0+00 Oopp Oopp Oopp popp 0+00 0+00 Oopp Oipp Oipp Oopp Oopp Oipp Oepp Oipp Oopp Oipp Oipp Oopp Oopp Oopp Oopp Oopp Oopp 0+00 0+00 Oopp Oopp Oopp Oopp 0+00 0.00 pipp Oopp Oopp Oipp Oopp Oopp Oepp Oipp Oo00 Oopp Oipp Oipp Oopp Oopp Oopp Oopp Oipp Oopp Oopp Oopp Oipp Oopp Oipp 0+00 Oopp 0 F 00 Oopp Oopp Oopp Oipp Oopp Oipp Oopp Oopp Oepp Qipp Oopp Oipp Oipp Oipp Oipp 0+00 Olpp 0 F 00 Oipp 0+00 Oopp 64'l-49 o-1o-60'5m-97'249.476'160'47) 233'l 7-~7i-96'93'l3-pi-13.8~-9~146'41.-ie 57t-102m 105'11'77'68.506m 194.94'51'51)195'21'48'03'5'89m 198'43m 154'09'82'83'0'11. Harris Nuclear Plant Datel 02/22/86 Page Time: 20:07,:37 STRAIN GAGE DATA MJE No+7902290 Pressure 51.80 Load Stage 16A EMBEDDED BARS Chan~459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 Label HS 032 HS 035 MS 037 HS 038 MS 042 MS 050 MS 051 NS 052 MS 054 MS 063 MS 064 MS 067 NS 068 NS 077 MS 079 MS 088 NS 092 HS 093 MS 094 NS 095 NS 09?NS 100 NS 105 SL 081 SL 082 Sl 083 SL 108 A=imuth (Deg.Hin)Oo00 Oe00 Oe00 Oe00 Oo00 Oo00 0+00 0+00 Oo00 0+00 Oo00 Oo00 Oo00 Oo00 Oo00 Oo00 Oo00 Oi00 0 F 00 Oi00 Oo00 0.00 Oo00 Oo00 Oo00 0.00 Oi00 Elev.<Feet)Oo00 Oi00 Oe00 Oo00 Oo00 Oe00 0+00 Oo00 Oo00 Oo00 Oi00 Oi00 Oi00 Qe00 Oi00 Oi00 Oo00 Oi00 Oo00 0.00 0+00 Oo00 Oi00 0.00 0+00 Oi00 Oi00 Strain (MicroIn/In) 424~1~117+120'50'0m 117'64m 219+-19'6+-159'16.244.7 t 8~a 73o 7~a 61'-10+'26 o 215'88'10'95m STRAIN GAGE DATA ROSETTE ELEMENTS~~dH coP)'k-v<fP ,~g gp y (PHrl~Chan+140 141 142 143 144 145 146 147 148 14 150 151 152 153 Label BS Oih BS 018 BS 01C BS.02A BS 02B BS 02C BS 03A BS 038 BS 03C BS404B BS404C BS 05h BS 05B h=imuth (Deg.Nin)Oo00 Oi00 Oo00 Oo00 Oo00 Oo00 0+00 Oi00 Oo00 0 00 0+00 0+00 Qo00 Elev.(Feet)Oo00 Oo00 0 F 00 Oo00 0+00 Oo00 Oi00 0+00 Oo00 0 00 F00 0~00 Oi00 Oi00 Strain (Mic roIn/In)53~-189+-321m 119m-148'303'~0 ~-122'6~-SORY-1.0o 84'751 i

APPENDIX WJE IX.WJE DATA SHEETS FOR LINER STRAINS, P~51.8PSIG Harr is Nuclear Plant Date: 02/22/86 Tir{e: 20>>07:37 F'ag e 6 WJE No.7902290 Pressure 51,80 Load Stage 16A STRAIN GAGE DATA-ROSETTE ELEHENTS Chan~140 141 142 143 144 145 146 147 148 150 152 153 Label BS 01*BS 018 BS 01C BS 02A BS 02B BS 02C BS 03A BS 038 BS 03C BS 05A BS 05B A=.i muth (Beg>>Min)0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0 F 00 0>>00 0>>00 0>>00 0>>00 0>>00 Elev>>(Feet)0>>00 0>>00 0>>00 0>>00 0>>00 0>>90 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 0>>00 Strain (Ni c r o In/In)53>>-189>>-321>>119>>-148>>-303>>120>>]-63~-80>>-1~0>>84>>-751>>

Harris Nucleat Plant 4lJE Ho.7902290 Date: 02/22/86 Page 7 Pressure 51~80 Load Stage 16A (Al/$~/5~STRAIN GAGE DATA-ROSETTE ELEMENTS Chan i Label A-imuth Elev.(Beg.Nin)(Feet)Strain (Mi c koln/In)154 155 156 157 158 159 160 161 162 163 164 ibb 167 168 169 171 172 173 174 175 176 177 178 180 181 182 183 184 BS 05C BS 06A BS 068 BS 06C BS 07A BS 078 BS 07C BS Oe*BS 088 BS 08C BS-09*BS-09C BS 10A BS 108 BS 10C BS?1 l A~fB BS?11 BS?12A BS?128 BS?12C BS 138 BS 13C BS-148 BS-14C BS 15*BS 158 BS 15C oooo Oooo Oooo 0+00 0+00 Oooo 0+00 Oooo Oooo Oooo Oooo Oooo Oooo Oopp Oooo Oooo 0.00 Oooo Oo Oooo Oo 00 0+00 Oooo Oo 00 I 0~00 Oooo Oooo Oooo O,OO Oooo oooo oooo Oiop Oooo Oooo Oiop Oi 00 Oooo Oo 00 pi 00 Oooo oioo Oooo Oopp Oooo Oi 00 Oooo Oooo 0 Oooo Oooo Oooo Oooo Oooo Oooo Oooo 0.00-1513e 39'86i 96bi lb.l~1092~1 cob i 44'7t~C.7 t-235.-91+-366.-415'4o 7 0-4~f,7-13oo 77 t-5~7'94~1230o-2508'3+779.1863.--BS4 186 BSl f 68 187 BS416C Oipp Oipo Oooo Oooo 0+00 99999.99999i 188 189 190 191 1'92 193 194 195 196 197 198 199 200 201 202 203 SL 17A SL 178 SL 17C SL 18A SL 188 SL 18C EQ 19A EQ 198 EQ 19C EO 20A EQ 20R EQ 20C EQ 2fA EO 21R EQ 21C EQ 22A 269 i 38 269i38 269i38 270i22 270o22 970 345i58 345 i 58 345e59 345e59 332'7 332'7 332+57 337i48 376.25 37bi25 376o25 37bi25 376i25 376e25 318o67 318ob7 318o67 3ffo42 31fo42 3ffo42 312~42 312o42 312e42 307+17-363.255t-179i-40fo-281'192i-736'690'114i -58ii-35~a-ebi-453'331-58'65

F'ag e D*TA-Chan~Label A" imuth (Deg.Min Harris Nuclear F'lant Date: 02/22/86 Tinie: 20:07:37 STRAIN GAGE Elev>>)(Feet)WJE No.7902290 8 F'ressure 51.80 Load Stage 16A ROSETTE ELEMENTS gp~g~~/~~St~ain (MicroIn/In) 204 205 206 207 208 209 210 211'7f'1 213 214 215 216 217 218 219)lP.l.l f 2w 9.)3 1 p4 6.)5~4 226.l.)7)'78 l'79 230 231 93'1 233 234 235 236 237 238 239 240 241 24 P 243 244 245 246 247 248 249 250 251 253 EQ 22R EQ 22C EQ 23A EO 238 EQ 23C EO 24A EA 248 EQ 24C EQ 25A EQ 258 EQ 25C EO 26A EA 268 EO 26C EO 27A EO 27R EO 27C EO 28A EQ.288 EO 28C EQ 29A EO 298 EQ 29C EO 30A EQ 30R EO 30C EQ 3ih EO 318 EQ 31C EO 32A EO 328 EO 32C NS 52A MS 528 NS 5 C MS 53A MS 538 MS 53C NS 33A MS 338 NS 33C MS 34A MS 348 MS 34C NS 35A MS 358 MS 35C MS 36A NS 368 MS 36C 337.48 337>>48 327>>44 327>>44 327.44 333>>19 333>>19 333>>19 333>>04 333>>04 333>>04 337>>46 337>>46 337>>46 346>>00 346>>00 346>>00 346>>09 346>>09 346>>09 354>>20 354>>20 354>>20 4>>23 4>>23 4>>23 357>>43 357>>43 357>>43 354>>17 354>>17 354>>17 278>>49 278>>49 278>>49 270>>00 270>>00 270>>00 278>>31 278>>31 278>>31 269>>42 269>>42 269>>42 284>>21 284>>21 284>>21 281>>50 281>>50 281>>50 307.17 307>>17 297>>96 297>>96 297>>96 297>>96 297>>96 297>>96 282>>95 282>>95 282.95 288>>64 288.64 288>>64 277>>79 277>>79 277>>79 283>>63 283.63 283.63 288>>63 288>>63 288>>63 298>>12 298.12 298>>12 297>>93 297>>93 297.93 307>>04 307>>04 307>>04 283>>70 283>>70 283>>70 283>>65 283>>65 283>>65 281>>73 281>>73 281>>73 281>>69 281>>69 281>>69 278>>50 278>>50 278>>50 78 JO 278>>50 278>>50-421>>39>>-168.-168>>-2~6>>-16>>90>>128>>499>>269>>68.-49>>230>>662>>~+9 339>>,)7 P~619>>420.,.).)4 637>>508>>-117>>268>>126>>3~-6>>83>>159>>739>>210>>55>>411>>325>>177>>382>>269>>135>>237>>370>>681>>123>>138>>410, Q0'7~~8>>177>>597>>620>>196~ Harr is Nuclear F'lant Date: 02/22/86 F'age Tia<e>>20:07:37 STRAIN GAGE DATA MJE No.7902290 F'ressure 51.80 L'ooa S>>,>>ice~Z~4>-~ROSETTE El EMENTS Chan~254 g>>>>256 257 58 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 85 286 287 288 289 290 291'19 293 294 2'95 296 297 298 Label NS MS MS NS 44C 45A 458 45C NS 46A NS 468 NS 46C MS 47A NS MS MS MS MS NS NS MS NS NS MS NS NS HS 478 47C 48A 488 48C 49A 498 49C 50A 508 50C 51A 518 51C MS 37A NS 378 NS 37C NS 38A MS 388 NS 38C NS 39A NS 398 MS 39C NS 40A MS 408 NS 40C NS 41A NS 418 NS 41C NS 4?A NS 428 MS 42C MS 43A NS 438 NS 43C NS 44A HS 448 A" imuth (Deg.Nin o 275~55 275>>55 275>>55 274>>28 274.28 274>>28 272>>55 7 55 272>>55 278.31 278>>31 278>>31 270>>21 270>>21 270>>21 278>>49 278>>49 278>>49 270>>00 270>>00 270.00 278>>49 278>>49 278>>49 270.00 270>>00 270.00 280>>48 280>>48 280>>48 276>>55 276>>55 276>>55 274>>31 274>>31 274>>31 271>>59 7]59.71 59 278>>27 278>>27 278>>27 269>>40 269>>40 269>>40 Elev>>)(Feet)278.27 278.27 278>>27 278>>50 78~0 278>>50 278.19 278>>19 278>>19 275.00 275>>00 275>>00 275>>08 75 08 275.08 273>>00 273.00 273.00 273.96 273>>96 273.96 273>>00 273.00 273>>00 272>>78 272>>78 272.78 270>>67 270.67.270>>67 270>>71 270>>71 270>>71 271.25 271>>25 271>>25 270>>69 270>>69 270>>69 268>>83 26S>>83 268>>83 26S>>79 268.79 268>>79 Strain (Mi c ro In/In)520.469.43>>125>>513>>734>>5&0>>223>>12>>140>>394>>383'P 264>>479>>117.219.338>>176>>253.271.94>>186.187>>187>>2644>>510.416>>143.420>>291>>145>>610.438.298>>.440>>340>>183>>15]>>360>>343.1 P.>>~299>>321>> Rosette BS 01 BS 02 BS 03 w~E zc~I5 MJE No>>790229G Pressure 51.80 Load Stage lbh Har ris Nuclear Plant Datel 02/22/86 TXITle>>20>>07>>37 STRAIN ROSETTE Strains (Hic ro In~/In~)H~n~Hai:~Shear-329>>61>>195-311>>127.219-148>>205.177 Page 10 REDUCTION Stresses (psi)Min~Ha:~~Sh ea r-9903>>-121,1'346>> -8690>>1067.4879>>-2747>>5134.3941.Angle (Deg)-F 1-7>>4-~9>>4 BS 05 BS 06 BS 08 BS-09 BS jp BS'712 BS713 BStl4 BS 15 BS416 4~-1514>>39.A 15~-413>>-451.-964>>-21145,-0>>85.966>>54.185>>55>>47>>3a'99999'877.799.464>>Ap 299>>198>>91'>0>>99999>>939>>0 4-47438>>10472>>994>>-11390>>-14888.-3877.-33833>>17940>>99999-11779>>31160.1875>>1950>>-6070>>193>>-19541.9 17829>>10344>>441>>6670.44a9, 2035.7146, 99999.937>>-1>>3 1.0 A-30.8-33>>0-17.4,-34.5 10.7-21.4 4'SL SL EO EG EG EO EG EG EO EO EO EG EG EG EO EG HS HS HS MS HS MS MS HS MS NS MS NS HS NS HS HS NS 17 18 1Y 20 21~).)A k.)3 t7)h'J 4)6 2 7.)8 o9 3a 31~I)k 53 33 34 35 36 37 38 39 40 41 4.)44 46 47 48 50 51-365.-402."-834.-58"'-468>>-670>>-~38 67.,<<8>>224.-191>>-3~-6>>-76.173>>135>>.a, 74>>149>>96>>21>>113>>5>>8.)91'17>>167>>75>>146>>122.145>>179>>98>>95.-177>>-191>>-16>>-85>>-43>>57>>-156>>135.500>>671.543.619.711.268.160.760>>416.382.698.458.230>>697.585.745'57>>'442>>480>>338>>280.206>>267.531>>420.bil>>395.348.94>>105>>409.248..)1 Q 364>>41.80>>216>>364>>143>>197>>451.135.83>>418>>121.124>>239>>192>>300>>303.316.276.180>>195>>111, 56.66.bate 204>>138>>157>>132.127.-13313.-14637>>-26722>>-19362>>-15318>>-20813.-9079>>g~JA'..J'6918.4581>>13425>>13060.714.2462>>1335>>4829>>9476>>794$>>13669.6737>>6939'728>>4917.10734>>5496.6835.7478.6951>>8011.4361>>71'94~8968>>8629>>15299>>9960.6908.6341>>-9140'9934>>-8483.-8283.-5849>>-4587.-J251>>4080>>16567>>20821>>19788>>21868>>20845>>8504>>5030 23488.14893.13460.24336.15312>>8750.23118>>18448.24827>>17789.14855.16170.11896>>la517, 7286>>9892>>18082.14779>>22309.15850.13542.11987...a87,~35~>>'9120.5539>>4734.8113>>914.1779>>4825>>$120.3181>>4404>>10065.3021.1848>>9330>>7a8.2756.5334>>4287.906>>6695>>6766>>7046>>6147>>4010.4346>>2473.1253>>1463>>1349.4557>>3075>>3505>>2945>>3317>>2823.-4>>9-4>>~".)p 2.1 10.7'9>>2 22.5-12>>7-1.9 6>>l 9.)lb.7-1>>4-9'7>>h.)10.'9 20>>9 36.0 24>>3 19.1 7>>7-6.1-23.7 3>>w 1-15.8-35.9 13.0 l>>7-"'>>8 6>>2-~4>>9-19' ~* APPENDIX WJE X.WJE DATA SHEET FOR CONCRETE AND LINER TEMPERATURE AT END OF SIT, P~OPSIG (AND AIR TEMPERATURE LOWER SPACES OUTSIDE CONTAINMENT)

Hair is Nuclear F'lant Date: 02/27/86 Page Time: 09>>11 t46 TENPERATUF>>E DATA MJE Ho>>790229A F'ressure 0.00 x Load Stage 58A M~~)(!I Chan>>000.001 002 Label T 01 L T 03 0 A=imuth (Deg~Min)90 F 00 Elev>>(Feet)Temper atur e (Deg~F.)006 007 010 T 07 L 270 F 00 T 08 I 270 F 00 0 10 4~0 T 11 7>>227.00 63'62 F 6 6AM 3>>9 013 014 015 T 14 346.00 T 15 X 346 F 00 T 16 0 346>>00 T 18 346>>00 268>>00 328.00 328.00 376.00 67.4 62 F 6 51>>7 46>>1 020 021 pg)023 T~2 S T 23 S T 24 S T 25 S 225 F 00 320'5 162>>30 270>>00 185.00 410.00 240>>00 239>>92 270>>00 265>>00 53>>7 63>>9 64 5 61>>5 66>>5 AiQ~t>IP 0F Bh3C,L456t) Sp~p,gggL)g Q$Q~,

APPENDIX WJE XI.WJE DATA SHEETS FOR CB DISPLACEMENTS AT END OF SIT, P=OPSIG F'ug e 2 Chan i Label DISF LACEMENT AZi Ill>lth (Deg~Min)Harris Nuclear F'lant Date: 02/27/86 TirTie+09 o 11 o 46 WJE No, 790=.90 F'ressure 0.00 Load Stage 58A DATA~gE~1/~Elev~Def lection (Feet)(Inches)(061 062 063 054 065 056 067 068 069 070 071 072 073 074 075 075 077 078 079 080 081 082 083 084 085 086 087 088 089 090 091 092 093 094 095 096 097~ii~y~q p~~gP-~098 099 100 101 102 103 104 105 106 107 108 109 110 WD 10 MD 12 WD 14 MD 16 WR 18 WR 19 WR 20 MR 1 MR 22 MR WR 24 MR gc WR 26 WR 27 MR 28 MR 29 BR 71 BR 72 BV 73 BR 74 BR 75 BV,76 BR 77 BR 78 BU 79 BR 80 BR 81 BV S2 ER 31 ER 32 ER 33 ER 34 ER 35 ER 36 ER 37 ER 38 ER 39 ER 40 ER 41 ER 30 MR 42 MR 43 MR 44 MR 45 MR 45 MR 47 MR 48 MR 49 MR 50 MR 51 166.03 90o05 lbbo20 90ooo 90o01 165ooo 270ioo 90>00'166+00 83ooo ibbi52 346.00 90ooo 166.00 268.56 346e05 346iol 346ioo 345~59 269'9 270ooo 269.59 165o59 165o59 ibbioo 90ooo 90ooo 90ooo 346+00 345ooo 319eio 327i24 334.38 357.28~l+~~,4+34bioo s$45.00 346i07 346o08 270eoo 270i00 270eoo 273.06 273o46 270+00 270ooo 278i51 278o52 278o52 386'0 385o08 350e42 349.00 308o50 320i42 320e42 287.42 287ooo 256.00 55 58~5 00 237(00 237ooo 237.42 237.00 226ioo 22lioo 216ooo 226ooo 221.00~15 9~226.00 22looo 215+00 226~00=221eoo 216ooo 319ooo 310i92 298eoo 298)00 297+92 298ooo 298ooo 285+42 276o75 268+25 s~C~~oo 284i33~8~+75 282ooo 278o50 278o50 274o92 274)92 284+33 282o75 281)92 Oi025 Oo008 Oo035 0(045 0'35 Oe079 0'065 0~094 0.101 0'04 0.082 0'64 0.067 Qo058 0.072 0.053 0'34 O.n 4 Ooooi 0.008'0.003 0.000 Oo023 Oo007-0'02 0.012-Oo003-Ooool Oe023 0.028 Ooi13 0.068 0.050 Oo049 Oo069 Os083 Oe045 Oi 112 0(042 0)023 0.041 Oo032 0.037 0.035 Oo036 0.030 Oo031 0'09 0.050 Oo042

Harris Nuclear F'lant Date<<02/27/86 Pnge 3 Time<<09<<11<<46 DI SF'LACENENT DATA LJJE No.7902290 Pressure 0<<00 Lond Stage 58A WS~~~/0,~Chan~111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 Label NR 52 NR 53 NR 54 NR 55 NR 56 NR 57 NR 5S NR 59 NR 60 NR 61 NR 62 NR 63 NR 64 NR 65 NR 66 NR 67 NR 6S NR 69 NR 70 DV 01 DV 02 DV 03 DV 04 DV 05 MV 06 MV 07 MV 08 MV 09 A=imuth (Deg.Nin)275<<50 275<<16 281.38 283<<13 284.08 278<<53 278<<53 270<<00 271<<59 273<<36 270.00 270<<00 278<<53 275<<15 276<<52 280<<52 283<<04 278<<52 278<<50 178.OO 45 F 00 225<<00 49<<42 225.00 45<<00 135.09 225.01'314.57 Elev<<(Feet)278.50 278<<50 280<<25 279<<25 278<<50 274<<92 74'273<<25 271<<25 271<<16 268.66 267<<00 273<<25 271.16 271.25 271<<25 271<<25 266<<92 268,75 440<<75 430<<00 430<<00 410<<42 410<<00 375<<75 375<<75 375<<58 Deflection (?nches)O<<034 0<<037 0<<054 0.050 0<<061 0<<044 0.050 0<<028 0<<033 0<<035 0 030 0<<034 0<<027 0<<021 0<<038 0<<043 0<<053 0<<048 0<<036-0<<091-0.057-0<<044-0.039-0.026 p p.<<'7-0<<019-0<<026-0<<025

APPENDIX WJE XII.WJE DATA SHEETS FOR REBAR STRAINS AT END OF SIT, P=OPSIG

Chan~Label A-imuth (Deg~Min)Hart is Nul:lear Plant Dat,e: 02/27/86 Page 4 Time: 09: 11 l 46 STRAIN GAGE DATA MJE No.790229Q Pressure 0 F 00 Load Stage 58*EHBEDDED BARS ural'2Z 3 Elev.Strain (Feet)(Mic t'oIn/In)300 301 302 303 304 305 open EQ 117 EO 119 EO 121 EQ 122 EA 125 Oo00 Oooo O.OO Oooo Oooo O.no OoOO Oooo O,OO Oooo Oooo Oooo 0~1?6o 97'36+-33m 24'07 308 309 320 321 323 324 325 326 EQ 128 EQ 132 EO 133 EQ 134 EO 138 EQ 145 EA 147 EQ 148 EA 150 En 15 Oooo Oo00 Oooo Oooo Oioo Wooo 0.00 Oioo Oooo Oi00 Ooon OoOO oooo Oooo oooo 0.00 0.00 0 F 00 oooo 0+00-8~-16o 23'6.-1 54.-41>15.13>43'28 329 340 341 342 344 345 346 347 348 350 361 362 363 364 365 356 357 368 369 380 381 3S2 384 385 386 NS 034 HS 036 HS 039 HS 040 MS 044 HS 048 HS 049 HS 053 HS 055 MS 056 MS 058 NS 060 HS 061 NS 062 NS065A NS065B MS066A HSO66B NS 069 NS 070 MS071A HS071B MS 072 NS 073 MS 074 NS 075 Oooo Oo00 0+00 0.00 Oooo Oooo o,on Oooo Oooo Oooo Oooo Oooo Oooo Oooo Oooo Oooo Oooo Oooo Oooo Oooo Oi 00 Oooo Oooo 0 F 00 Oooo oooo 0.00 Oooo Oooo 0.00 0 F 00 Oo00 Oooo Oooo Oooo Oooo 0+00 Oe00 Oooo Oi00 Oooo 0.00 0.00 Oo00 Oooo 0.00'~00 0.00 0.00 Oooo Oooo Oooo 28.-558+.19 63 t 10.296'O+164'iQ44o 12'5~i-19'~36.Se 6?i 9'153.19'3'9e 7 t 15e-9i-441'8'88 389 HS 078 NS 085 0+00 Oooo 0 ioo Oooo 13?o-45' Harris Nuclear F'lant Date)02/27/86 Titriel 09l11l46 STRAIN GAGE DATA WJE Now 7902290 F'res~ure 0 F 00 Load Stage 5SA-ERBEDDED BARS Chani 400 401 402 403 404 405 406 407 408 409 411 420 421 4.)p 423 424 425 426 427 428 429 430 431 4'T.1 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 Label MS 087 MS 089 MS 090 MS 096 MS 098 MS 101 MS 103 MS 106 SL 107 SL 109 SL 110 BS 001 BS 002 BS 003 BS 004 BS 005 BS 006 BS 019 BS 020 RS 021 BS 022 BS 024 BS 025 BS 026 BS 027 BS 028 BS 029 BS 030 EO 111 EO 112 EO 113 EO 114 EO 115 EO 116 EO 120 EO 123 EQ 124 EO 130 EO 135 EO 136 EO 139 EQ 140 EO 141 EQ 142 EO 143 EQ 144 EO 146 EQ 149 EO 151 MS 031 A=.imuth (Deg.Min).Oo 00 Oo00 0.00 0>00 0>>00 0.00 0+00 0+00 0+00 0+00 Oi00 Oo00 0@~00 Oe00 Oo00 Oo00 Oi00 Oi00 Oo00 Oo00 Oo00 Oi00 Oi00 0.00 Oo00 Oi00 0 F 00 0+00 Oi00 Oi00 Oo00 Oi00 Oi00 0+00 Oo00 Oo00 Oo00 Oi00 Oo00 0 F 00 0.00 Oo00 Oe00 Oo00 0+00 Oo00 Oo00 0+00 Oo00 0+00 Elev.(Feet)Oe00 Oo00 0 F 00 0.00 Oi00 Oo00 0,00 Oo00 Oo00 Oo00 0+00 Oe00 0+00 0.00 Oo00 0.00 Oo00 0.00 Os00 0+00 Oe00 Oi00 Oo00 Oo00 0+00 Oo00 Oi00 Oe00 Oi00 Oo00 Oo00 Oi00 Oo00 Oo00 Oo00 Oo00 0+00 Oi00 0+00 Oi00 0.00 Oo00 Os00 Oi00 Oo00 Oo00 Oi00 Oi00 0+00 OBOO Strain (Mic roIn/In)9o 23 t 7 t-76'5')4~<<3~3 f 93.43'7 t.l~3 0-34 i Si 3 t 11.-15'C a..d O 28'18.le-18+~3o 7a,~54 o 90.-~6.7 1-13'6'2(17m 9o 6o 10'3'31 31'9'5'1'i Cg

Chan~Label*=imuth (Deg.Nin Harris Nuclear Plant Datel 02/27/86 Page Time t 09:11 t46 STRAIN GAGE DATA Elev.)(Feet)WJE Not 7902290 6 F'ressure 0 F 00 Load Stage 58A EMBEDDED BARS mKE'~<3 Strain (Nic roIn/In)(459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 4?4 475 476 477 478 479 480 481 482 483 484 486 NS 032 NS 035 MS 037 NS 038 MS 042 NS 050 NS 051 NS 052 NS 054 NS 063 MS 064 NS 067 NS 068 NS 077 NS 079 NS QSS NS 092 NS 093 NS 094 NS 095 NS 097 NS 100 NS 105 SL 081 SL 082 SL 083 SL 108 Otoo Otoo Otoo Otoo Otoo Otoo Otoo 0.00 Otoo Otoo Otoo Otoo 0.00 Otoo 0.00 0.00 Otoo Otoo Otoo Otoo 0 F 00 ot00 0.00 Otoo Otoo ntoo Otoo Otoo Otoo Otoo Otoo Otoo 0.00 Otoo 0.00 Otoo Otoo Otoo Otoo Otoo Otoo 0.00 otno Otoo 0.00 0.00 Otoo otoo Otoo Otoo otno 0 F 00 0 F 00 0~00 104.Ot 7 t 3t 39t'1 g C'.d t 31'6t.)3~-108.-c3 3 t A'64t-6t 5 t 6t 7~-152t 57t 16'5')-6~STRAIN GAGE DATA-ROSETTE ELEMENTS pxilf peso P~y dP/~'Rcjc dg 4-/PE@5)~P5)P~+SH+>>>Chant 140 141]4.l 143 144 145 146 147 148 150 15 1~153 Label BS 01A BS 01B BS Oic BS 02A BS 02B BS 02C BS 03A BS 03B BS 03C BS404B BS 05A BS 05B A=imuth (Deg~Nin)Otoo Otoo Otoo Otoo 0 F 00 Otoo Otoo Otoo Otoo 0.00 Otoo Otoo Otoo Elev t (Feet)Otoo Otoo Otoo Otoo ntoo Otoo Otoo Otoo Otoo Otoo 00 Otoo Otoo Str ain (Nic roIn/In)121t 180t 82t 90t 152t 18t 9 p6~133t 5St 1866'014t 108t 90t APPENDIX WJE XIII.WJE DATA SHEETS FOR LINER STRAINS AT END OF SIT, P~OPSIG Harris Nuclear F'lant Datef 02/27/86 Times 09:lle46 Page 6 MJE Noe 7902290 F'ressure 0.00 STRAIN GA8E DATA-ROSETTE ELEMENTS Chan i 140 141 142 143 144 145 146 147 148 Label BS 01A RS 018 BS 01C BS 02A BS 028 BS 02C BS 03A BS 038 RS 03C h"imuth{fleg~gin)O.oo Oooo Oooo oooo Oooo Oooo Oooo Oo 00 Oooo Elev~(Feet)eeoc oooo Oooo oooo Oooo oooo Oooo Oi00 0+00 Strain.(Hic ra In/In)121'80'2m 90'rg 18+l?6 133.58.oooo oooo 1866'50 151 152 153 RS4048 RS404C BS 05h RS 058 Oooo Oooo Oooo 00 0.00 Oooo Oooo 2014'08~90'

Chan~Label h=.iaiuth (Deg.Min)Har ris Nuc1 ear F'lant Date: 02/27/86 F'ag e Tillage t 09 o 1 1~46 STRAIN GAGE DATA 4lJE No+790229Q 7 Pressure 0,00, Load Stage 58h ROSETTE ELEMENTS~nJ~RJTE I I I Elev>Str lin 0 (Feet)(Hi c roln/In)154 155 156 157 1 8 159 160 161 162 163 164 166 167 168 169 171 172 173 174 175 176 177 178 180 181 182 183 184 186 187 288-189 190 191 192 , 193 294 195 196 197 198 199 200 201 20 p 203 BS 05C BS 06A BS 068 8 06C BS 07A BS 078 BS 07C BS 08A BS 088 BS 08C'S-09A BS-09C BS iph BS 108 BS 10C BS?iih 18 BS?11C BS?12A BS>228 BS?12C BS 138 BS 13C BS-148 BS-14C BS 15A BS 158 BS 15C Sikh'S4 ibB BS4 SL 17A SL 178 SL 27C SL 18*SL 188 SL 18C EQ 19A EO 198 EQ 19C EO 20A EQ 208 EO 20C EO 21A EO 218 EO 21C EO 22A 0.00 Oipp 0+00 Oepp Oipp Otpp Oipp Ospp Oipp Oipp Oopp Oopp Oopp Oepp Oopp Oipp 0 F 00 Oopp Oo 0+00 Oopp 0.00 0 t 00 Oipp Oopp 0~00 0.00 0.00 Oopp Oipp Oipp 269e38 269e38 269o38 270e22 270o22 270i22 345~58 345+59 345o59 345'9 332i57 332157 332o57 337+48 Oopp Oepp 0.00 0.00 0+00 Oopp 0+00 Oopp Oopp 0+00 Oopp 0'i 00 Oipp Oipp Oopp Oopp Oipp 0,00 Oipp 0 Oipp popp Oipp 0~00 Oopp Oipp Oipp Oopp 0.00 Oopp Oopp Oip 376i25 376 5 376o25 376.25 376.25 376.25 328i67 318i67 328o67 322o42 322o42 312o42 322i42 312.42 307o27 277 t 202o 422)783.-482m-835'2243m ]36>61 i 203'278<73~27'01.24.-24i-222i bi 38'53'bio 3308'2869+ 124.268'20'9999+ 99999.-2~7 45'0.-66.5o-4o-552>>227o-34'22 i 77 t-2io 33'262i Har r is Nuclear Plant Date: 02/27/86 Ti v>e: 09>>11:46 STRAIN GAGE DATA Chan>>A=imuth Elev>>(Deg.Hin)(Feet)Label MJE No~790--9O page 8 Pressure 0>>00 0>g(}St>>)g e USA POSETTE ELEHENTS St rQln (Hi c r oln/In)204 205 206 207 208 209 210 211 213 214 215 216 217 218 219'?Ap'??'?2c 3 PP P>g 226??8??9 230 231 233 234 235 236 237 23S 239 240 241.l 4'?243 244 245 246 247 248 249 250 251 252 g>>3 EQ 22R EO 22C EA 23A EO 238 EQ 23C EO 24A EO 248 EO 24C EO 25A EQ 25R EO 25C EO 26A EA 26R EO 26C EA 27A EO 278 EO 27C EO 28A FA 288 EO 28C EQ 29A EO 298 EO 29C EO 30A EO 308 EO 30C EQ 31A EO 31R EO 31C EO 32A EQ 328 EO 32C NS 52A NS 52R MS 52C NS 53A HS 538 HS 53C HS 33A NS 338 HS 33C NS 34A HS 34R NS 34C HS 35A NS 358 NS 35C HS 36A HS 368 NS 36C 337>>48 337>>48 327>>44 327'4 327>>44 333>>19 333>>19 333>>19 333.04 333>>04 333 F 04 337>>46 337>>46 337>>46 346>>00 346>>00 346>>00 346>>09 346>>09=346'9 354.20 354>>20 354>>20 4>>23 4.23 4'3 357.43 357>>43 357>>43 354>>17 354>>17 354>>17 278>>49 278>>49 278>>49 270>>00 270>>00 270>>00 278>>31 278.31 278>>31 269>>42 269>>42 269>>42 284>>21 284>>21 281>>50 281>>50 281>>50 307>>17 307>>17 297>>96 297>>96 297.96 297>>96 297>>96 297>>96 282>>95 282>>95 282>>95 288>>64 288>>64 288.64 277>>79 277>>79 277>>79 283.63 283.63 283'3 288.63 288>>63 288,63 298>>12 298.12 298.12 2'97>>93 297>>93 297>>93 307.04 307>>04 307>>04 283>>70 283.70 283>>70 283>>65 283>>65 283>>65 281>>73 281.73 281.73 281>>69 281>>69 281>>69 278>>50 278>>50 278>>50 278>>50 278.50 278>>50-79.18.-11.?0 37>>-18.6.-3~~116.1.>?-44>>-~4>>63>>151>>144>>60>>1~~83>>72>>102>>129>>16>>74>>102.1~-59'1>>-11.127>>47'9>>37>>-8>>84>>5S~19>>167'31>>-5l>>5 106.-163>>-~7>>58.43~174>>75' Harris Nuclear F'lant Dntet 02/27/86 Time: 09 t 11: 46 STRA IN,GAGE A=imuth Elevt (Deg.Nin)(Feet)Label Chan t WJE Not 790229A Pnge 9 F'ressure 0.00 Load Stnge 58hDATA-ROSETTE ELENENTS~)~g/~Strnin 0 (Nic roln/In)254 g C6 257 58 Qc9~60 261 262 263 264 265 66 267 268 269 270 271'l 7'7 273 274 275 276 277 27S 279 280 281 283 284 85 2S6 287 288 289 290 291 293 294 29~296 297 298 MS NS 37A 37B NS NS MS MS NS MS NS NS NS MS MS NS MS MS NS NS MS 40B 40C 41A 419 41C 42A 4 PB 42C 43A 43C 44h 449 44C 45A 459 45C 46A NS 469 MS 46C MS 47A MS 47B MS 47C MS 48A NS 489 MS 48C MS 49A NS 499 NS 49C NS MS NS MS MS MS 50A 509 50C 51A 519 51C MS 37C NS 38A MS 389 NS 38C MS 39A MS 39B MS 3~C MS 40A 7cc'74~2S 274t28 274t28 272t55 272t 55 272 t 5J5J 278 t 31 278t31 278t31 270.21 270t21 270t21 278t49 278t49 278t49 270t00 270t00 270.00 278t49 278t49 278t49 270t00 270t00 270t00 280t48 280t48 280t48 276t55'76 55'76 55 274t31 274t31 274t31 271t59'71t59 271t59 278t,27 278.27 278t27 269t40 269t40 269t40 278t27 278t27 278.27 278t50 278.50 278t50 278t19 278t19 278ti9 275t00 275t00 275t00 275t08 275t08 275t08 273t00 273t00 273t00 273t96 273t96 273t96 273t00 273t00 273.00 272t78 272t78 272t78 270t67 270t67 270t67 270t71 270t71 270t71 271t25J 271t25 271t25 270t69 270t69 270t69 268t83 268t83 268t83 268t79 268t79 268t79 207t 188t-85t-13t 124t 155t 138t-~4t-6~46t 43t-18t 45t 98.'70 19t 66t g C'0t 39t-49t-95t-9bt 42t 44t 7~99'4.-11t 92t 7 t 109t 124.74t 96t 38t-14.)7 80t 79t-9.54t 65t

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I~~Wiss, Janney, Elstner Associates, inc.CONSULTING ANO RESEARCH ENGWEERS 220 PFINGSTKN ROAO~NORTNBROOK. L 00052~I212I 272.7400 TELEX: 8712026 WJE UW ei J V vVTLOLI J 4 SIOCT DADOS 0 V JSSSP 0 C SLSTIOS~0%SLSS J I TTSSIVVT JV JVSOT October 18, 1985 ui E~v'/3 I 10 CVV 0 S Cltgl 4 1 PIXCLQ 4 A TAS[VAV C~VOLX V~TS Al LCIIO 4 L ASSAI V 4 JAS~0 J SOILS IVSIOSS 0 l VTST V 4 VITTS Mr.W.E.SeylerJr.Carolina Power R Light Company Harris Nuclear Project P.O.Box 101 New Hill, North Carolina 27562 1 V SAOAV 0 V PLAS J JILACJI~4 C<<aST 0 L IOVIT 4~AlLLSAIVTSS 4 J SLIV 0 J ASVISS J 0 LAVXLASII D L V Llt~V LTTSLLVI 4 L VAJILIDV 0TVSv l1 V J ISOJ VT~L JOAOTO 4 l TLTXLIJJX 0110 14\~~P LSLS 1 Ola l 0 l CIJXso J J OOOTSTT LT L WITJLAXLS 0 V OIAS 0~~V J VLOS 4 LVDSIAOV JOSS'~AS ITLSCW S 1 1 L SSINIIIS J~STSCC>>4 L JTVTSS Re: Contract No.NPCD-78-115 WJE No.79229

~~Dear Mr.Seyler:~~
Enclosed are sketches indicating the locations of the embedded vtraiTT gages.Gages No.19 through 30 are located in the lower portion of the cylindei~ar the base slab.Gages No.31 through 80 and 85 through 106 are located near the main steam and feed water penetrations. Gages 81 through 84 and 107 through 110 are located near the dome spring line.Gages No.111 through 152 are located around the equipment hatch.We are presently revising our OP-37-CPSL to incorporate most of Ebasco comments.We will transmit the revised document along with the OP's it references to you next week.If you have any questions, please contact me.Very truly yours, WISSS JANNEYs ELSTNER ASSOCIATESS INC.Ted M.Brown Consultant TMB/tm Enclosure ec2 John Manchak KE/enClosures CHCAGQ SAN fRANCISCO PRINCETON~NOLULU DENVER DALLAS
Carolina Power&Light WSE No.77295 Harris Nuclear Project Springline Strain Gages WX&~X XLSSa.eO++y+Agz.TP AIQ Qh@ES QTYl.)A j CJ1 2Gl~~URER>89 CJ t27+/0$+~<l>P~TH CJ 2GG'SPRIMC LINE S,l.37GeQQ QTRAI4 QAQFS bW VKRTJCAl 4 80RIZOHTAL NPIhlF (TWO ROM/5 AS SMOWH N DRY.2 ABOVE)KLi570 OO%L%54.60~&K;-TWa~RAIN Q~aES S~~eX$54STALLUO&4-THE ETHER P'LA'TK~8'3 75.25 AHg)AXIhCT+l 27b~AT APE@.fb"~%OTAL NUMBF R OF STRAlf4 GAGES=RKlN~daC~xa .w6 JJHK,R Gage No.Location Kiev.Carolina Power&Light WJE No.77295 Harris Nuclear Pro)ect Cylinder Wall Strain Gages 19 20 24 25 26 27 28 29 30 21 1/2" 1 31l 1 pit 22" 2 3ll 15 II 15 ll 23ll 14 1/2" 14 I/2" 22ll Left of Right of Right of Left of Left of Right of Right of Lef t of Left of Right of Right of Left of 270'70 270'70'70'70 270'70'70'70 270 270'25 225 220-10 220-11 1/2 225 221 221 221.0 221-11 225 225 225.0 , QQQ gC 41 IGl%10)Q>O hZ.270'4 Io 10 3+J 7 w-?.2-(Radl~I ee)g~~~~~~I~a I 82c+<xi (/ZgJ l~i l3avg Na'Y+2g WIXbIQ@hQKS OQ RhPIdI~~(~ROWS~T T~~~ARATION WITH TH~-Sl'@I4 6aaZS Q~pg~T.A (SalSZ<C a~Wr~llc~)VSZTIC g.54'&).I p~~o'~ll,~4~~~~I Q~l STfvdM%6QES Ou REI4F.STEKL (oval ROWS bS SHCIWu tu ter.s z~g, 50TE: Gages belo~el.221.0 installed by others~t~l~~El.M50'L..ZCf.O~+~CC'~5'-0~~~~~~4I STRE,lQ GEE,S OI4 LJQER pI hTF.(Two~5AWTHB~s LOCATION%TH"HK VBZTI~~~.R.caco TOTAL NUMBER~~AIN 64GES RK IM f'ORE, lN G: 36 uVEW
Carolina Power&Light Harris Nuclear Project Main Steam Line Strain Gage Location (not to scale)INSIDE STEEL LAYER MJZ No.77295 I+
Carolina Paver&T.ight Harris Nuclear Project Main Steam Line Strain Gage Location (not to scale)ADDLE STEEL MYER WJE No.77295 I a.l!I/I+I I!~~I l I I')ol 0, 0 CaTolina Paver 6 I.ight Harris Nuclear Project Main Steam Line Strain Gage Location (not to scale)OUTSIDE STEEL LAYER MJE No.77295 r C4 I+I l Cfl I I 0 CO I: I!I;I I l~I OI I I Ql~I j I~~d~~l Q)~I O I C co=T 0~~%+CA 2 l I Eu+5'~v f//Carolina Pover&Light WJE No.77295 Harris Nuclear Project Main Steam and Peed Water Attach Strain Gage Locations (Not to scale)INSIDE STEEL LAYER X2 l i zziz g<S 1 M.S.$1eeve V Sleeve s4 u<g~5'/3 l WJE No.77295 Carolina Pcwer&Light Harris Nuclear Project S Main Steam and Feed Water Att h ac train Gage Locations (Not to scale)MIDDLE STEEL LAYER S 1 M.S.$1eeve Sleeve S4
()JAN~1/8I Caroli a P~er&Light WJE No 77295 Harris Nuclear Prospect ain Steam and Feed Water Attach Strain Gage Locations (Not to scale)OUTTER STEEL LAYER/og gO n<M.S.$1e~e J'o+/od P V$2eeve S4
Carolina Power&Light Harris Nuclear Project Equipment Hatch Strain Gages INSTDE STEEL LAYER MJE No.77295/0/g/ Carolina Power&Light Harris Nuclear Project Equipment Hatch Strain Gages WJE No.77295 (not to scale)>~E VV o/>g MEDDLE STEEL LAYER 0 Carolina.Po~er&Light Harris Nuclear Project Equipment Hatch Strain Gages (not to scale)WJE No.77295 OUTER STEEL LAYER yoP
Carolina Power 6 Light WJE No.77295 Harris Nuclear'Project Springline Strain Gages+8'I 4~8z.STP hlQ QAQSS CTYI.)A i CJ1 AX.27O Mi~~Lf4KR~~~o~~CJ in+/Of+o&ET.P 37'O STRAIQ QAQKS OQ VKRTlChL 4 QORlZDNM.AElNF.(TV/0 RONIS hS SHOWN W Dag.7 ABOVE)f~E: TWX)GTR,AIM+MES SHAD-SX iNST~am am~Ha u~<R F'L-ATt m g.gpss,~Pgy Agl~TR 2'lC)AT 4PMX.%O"~.'TOTAL KUNLBER OF STRAND GAGES=$K1NÃburisr =~ Gage No.Location Elev.Carolina Power 6 Light WJE No.77295 Harris Nuclear Project Cylinder Wall Strain Gages 19 23 24 25 26 27 28 29 30/j.~)S~'t'.5 ca~I I~, g PII 21 1/2" 1 3 I I 1 3l I 22II 2 3I I 15 II 15 II 22lt 2 3 II 14 1/2" 14 1/2" 22ll Left Right Right Left Left Right Right Left Left Right Right Left of 270'f 270 of 270'f 270'f 270 of 270'f 270'f 270'f 270 of 270'f 270 of 270'25 225 220-10 220-11 1/2 225 221 221 221.0 221-11 225 225 225.0@S~,-=I~zA, P/'/r wf"/J5~/f,w-?z-(a V"I G~~s.QQQ=A"-I'/'~~l t'ai$0 10 tO$0 h2..VO lo 3~~~~~~~~~I (82'<zi (IZgI lil l3PPZ Ka'Y+2g w.-e~~~/3(~ltchlH QhQE5 OIJ KhD(bL~EbR, maS (~aOWSST TW~a~ATION W(TH TH&VSU(C AL.548&).~~I,~~WRAIM~ZS Q j'pg 30ET.A (SWSei C PCS IIII~IICIIN) ~~~~~~~~I 5TRAlQ ghQKS DLf RF fLJF STEEL (Twp RO~5 aS SHCWu Ll te'.6 avast.50TE: Gages below e1.221.0 install.ed by others~~~I~~I OI lklER El.%5.0'l.Ztf,o'~~'CC'~5'-0,'o 0~~~~~y~STMlH QUES Ou LIVER PLATE (TWO RDlVS A;T TH&&%ME, 4ÃATlgh4%TH[HE YBzTi~~~.R.eaao sE:T.A-A-TOTAt.XtPhSER u rn+i o 6AQE5'K IMF ORt 1N 4'6 Uv~R Carolina Power&T,ight Harris Nuclear Project Main Steam Line Strain Gage Location (not to scale)INSIDE STEEL LAYER WJE No.77295 l/y]CO I C4~I s 0 CO r C4 CV Ch s I I I
lU~~I</g (Carolina Power&Tight Harris Nuclear Pro)ect Main Steam Line~Strain Gage Location (not to sca1e)MIDDLE STEEL LAYER WJE No.77295 CO r CV 0 CO C4 ol Carolina Power 6 I.ight Harris Nuclear Pro)ect Main Steam Line Strain Gage Location (not to scale)OUTSIDE STEEL LAYER MTg~/7 WJE No.77295 co CV I I: I 0 I CV L, II>.<l}s I I I~I 0'+ QJE No.77295 Carolina Power 6 Light Harris Nuclear Pro5ect Main Steam and Peed Mater Attach Strain Gage Locations (Not to scale)INSIDE STEEL LAYER 32 23 rz" S 1 M.S.$1eeve
uu/E~i~)al MJE No.77295 Carolina Power.6 Light Harris Nuclear Project Main Steam and Feed Mater Attach Strain Cage Locations (Not to scale)MIDDLE STEEL LAYER Bo 20 S l M.S-Sleeve 7B WJE No.77295 Carolina Pcwer&Light Harris Nuclear Pro)ect Main Steam and Feed Water Attach Strain Gage Locations (Not to scale)OUTTER STEEL LAYER/og/gO n~joC S 1 M.S./o+F Q Sleeve
,j I SiSQNSSSSSOASSQQQQSRiSQ ii~ia~Ra~a+gIHHllillllklllllll)lf III Qa~~gQ~wihi~llllRISllRINBQQQIQ ~gga~~<il@~a<OIIIIIEEIRS IIH a~~+~++~+~++ ~++~+QQ~g~~a~i~w i'~~~<aaaaaaaa aaaaraa l1ISRSEHAIERH M5555HSRlM RRNSNSRREN 'naaraneaaa Laaaaaaaaraam 4%%1 IN ll%llllllllRIRIlg llHl%l5l Illl%llllf.'1%%1%lg llllllllllllllIIQ ISlHllllNSf SRIQ lECl/I IMMI%5 Nf/fffH1HRS HR gf JMENNIMWll igllAVllEIIIpll JINIILEIIIE> jP'gtNRBIkEWHRS pdp<glSRRIR ~55 jfif pIRSMKQM/5%5 ~ggily~d~/gllfgEERSIESILIIR
g~~~~~~gr~~1~~ynaaruaraaaa alllElllllllllllKR III~g gggCIRSRi551ilSSSRRRERSMNS aeaÃlRQISRSllQISISRlQIIIIS Carolina Power 6 Light Harris Nuclear Project Equipment Hatch Strain Cages (not to scale)WJE No.77295 MIDDLE STEEL LAYER 190 0
0(/SOSNSSQHIISSSSSRSSRQSaawar NH@lllxlllllVIIHHIERHITElm ~~gggogg+iNNmmimXQXXXNNRNQmmXm ~EiO~~~INQNIQINNAmlllmmmImm iggg~PO~~i~q+NIRRIRlslllEmlm[glNN gQ~a~a~>+a<gg, IIIHIIRRR-Iml aa ig+gw+q+~i<q5IQQXXmmX QQ>L~~>%i~g<aamamma mmaaaam~~qql~llMRRMSlklklER ~RRmRRMRRSi RMNRmsliiM %%%RMllRSNI %%%%L%%5>mHll55 4aaaeaarmaaaram XVVaihil5lllla 'LllmlllllREkmm %LL%l Rl%%ill.WON.illll%%mm NllmlllKMmm%1%5 NlllmllltlmmNAmmN N1Hl1HIINlsriRQ arras um Naam srnu r sara sama~if/Ill/SllHllEIR f/NRNISRRESRERI igaaaaagm am~~gglgd~lfgfgg55%15m &55/jr<ggRkRH H RR g@g~gggiy)g~gsrgsggHRSRRI4 Ll ggllhllHklllmRKR -M gal~!iirggmaammnaniAQmmam ii)a+a/NmmmmmQNlmmlmmlmNmllmmlm 270'OTES: I.Strain Gages RGI Through RG7 and RGS Through RG15 are Active Gages.2.Strain Gages RGDS and RGD16 are Dummy Gages Installed on.a Free Sample of the Liner Plate.PLAN VIEW RG5+RGd+RGOe Q+-RG 13+-RG14~+-RG1d-RGD1d d d d RG1+RG2+270+RQ10 e'0 0 I CI CII VIEW LOOKING OUT RG4++RG12 pN(~~'i.~'CONCRETE'g'. 'e 3 jf~~C ROSS SECTION THROUGH%ALL
Report 661 Lu/6~~REBAR TYPES AND LOCATIONS~Short lengths of No gth o.B rebar were instrumented t h e a eac of six locations adjacent to Azimuth 2?0.Pour of the ix our o e six bars were conQgured as shown in Fi ure?an c w at Elevation 21?'.g and were placed vertically in th all Two of the bars werc actual radial she a x s ear bars as shown in Figure 8 and were placed at Elevation 216'.The rebar numbers an and locations are carried in Table I.
30~IR IJIREO SIICWCR CIIOIII C CNIIIIr lAOOM ZORICS.IIIWRPeoIIATKD tO We tee Heeled, aeoeeceeeeee N Al N'I l t tet~IOt Vwco~eecraAee ece hl eactee lo4eteceee eeei teeceece eeceeccc AeyOe aakm f C~a kaao S5YER Shh~se 0e-a cOco tlalce gC NttCl If~oe~$bkf t~~et I+Ceee r rr arl Pc~lip l075&2, O~r~ot 1 VA="9:.hMD SURFACK.POUSHED .i 6~~~~~~~~~~~~~~o o~~~~o~~~0 0~~0~~~~-~~~~~~~~~~y~~~'~o~~~~S..fll f'C Q-+~~N+r r.~0~~t oP~~g~e~.'Q m: S~~',.: hy Q 0~~e Q z 5 3J X 3J x C9 Q QO I aO C9 O c3 D~~~I I~~~~I~~~~~~~~~~~~~~~~4G'~~Q~~~~BHEAPl BA" gATERQL: ARITH AS<5 A~a,oF.M, I SlZE:<6 RE5AK R<5~~o~~" a o~~~~~~~~4 oa Iro%~~~-tk'0~~~.f.e~ys~)~y~~k~~~~~~yo~I~ Report 661 w~MV>" Zl TABLE I INSTRUMENTED REBAR TYPE AND LOCATIONS Rebar Number Rebar Location Vertical Vertical Shear Shear Vertical Vertical Elevation 21V'1V'16~ 21V'17l Ar,imuth Left of 270o Right of 270o Left of 270o Right of 270o Left of 270 Right of 270 Report 661 wvY'xV>q 3/LINER ROSETTE STRAIN GAGE INSTALLATION DESCRIPTION. Three-element, rectangular rosette strain gages, BLH Type FAER-25B-SSS6-ET were installed at 12 locations on the inside of'"e dry well liner using the cyanoacrylate adhesive.The gage area was prepared at each location by Qnish grinding using a 120-grit disk and then by chemically cleaning.The Belden cable Type 840?was connected to the gages, and a polysulGde waterprooQng compound was applied over the strain gages and cable area.Installation log sheets were completed as the work was performed. The log sheets carried in Appendix II document the installation work and the electrical checks taken.The strain gage certi6cation sheets for the installed gages are carried as Appendix III.
BFL Report 661 LINER ROSETTE STRAIN GAGE LOCATIONS. A total of 14 rosette strain a es w ain gages were instaDed on the inside of the dry well liner, plus tvro dumm ros ummy rosette strain gages were installed on free 6"-square samples of the liner plate.Th d l trm e.c numbering system an ocation of the str train gages are Qlustrated in Figure 9,~, 2NOTES: 1.StraIn Gages RG I Through RGV and RG8 Through RG18 are Active Gages.2.Strain Gages RGDB and RGD1S are Dummy Gages Installed on a Free Sample of the Liner Plate.PLAN RG5+RGb++-RG14~+RG15 b 5 RG1"g~~~~'s~$~a 8~r~~~~~~~~".:]~~~8~>e e'gi.h~b" RG2++RQ10+RG11+RQ12 VIEW LOOKING OVT a.a>>~~'e~'CONCREfs'o s.'e~~a~>>.CROSS SECTION THROUGH WALL h~s, r A~.i a.I"88.~~~~
APPENDIX WJE XVI.'JE FINAL FORM SIT DATA TABLES
Wiss, Janney, Elstner Associates, inc.2sa Pf WGSTEH rloAO COHSULTIHG AHO IlESEAACH EHGIHEEAS~HORTHSAOOK. L SOOt2 I2Q)272 ldoe 6 CHICAGO SAN FRANCISCO DALLAS PRINCETON HONOLULU DENVER Hay 1, 1986 Ebasco Services Inc.To'Two World Trade Center CP&L Re.New York, N,Y.10048 ATTN: John Manchak WJE Project No.X herewith 0 We are sending under separate cover for your use H as requested 0 for approval for review ll comment Enclosed are tables from SIT.These are the final form and numbers.They are yet to be checked prior to use.VIA Q Special Messenger Q Air Mail Q Regular Mail QX Federal Express Kiss, Jarvey, E1stner Associates, Inc.8yd Robert J.Krause Pressure (psig).Date (1986)~Tiaee (hr:mn)Inst.heine Eleve Ie De (Dge)(n)(Feet)0 F 00 9e99 02/21 02/21 15e29 19e20 Temperatures (dege Fe)20eii 30eiO 02/22 02/22 00e00 05>>38 rmocouples Shearon Hn Nuclear Plant-Unit 1 41 eOO 51~85 51~80 41~22 30~21 30e24 02/22 02/22 02/22 02/23 02/23 02/24 10'42 15148 20'07 Oi'30 06:23 04100 4ie40.41eil 02/24 02/26 09e21 00e00 20e07 02/26 0'6 10e00 02/26 09e31 Oe00 02/26 17e03 0 F 00 02/27 09ell T 01 L 90e00 227 F 00 66e4 66e3 66e2 65e3 64e8 63e2*64eO 63e7 63e3 63e5 62e6.6ie4 60eB 60e7 60e9 bleB T 02 I 90 F 00 227 F 00 hhei 66 F 1 6be3 65'65'63 F 9 64'63'63e7 63e6 63e3'ie7 ble2 61ei bie3 hie6 T 03 0 90e00 227e00 6he5 64e4 64eh 64e5 64e5 64e5 64e5 64e4 64'64e2 64eO 63e9 63eb 63'63e4 63e3 T 04 L 170 F 00 227 F 00 67e 1 67'66'66'65'64'65eO 64e9 64'T 05 I 170e00 227e00 67ei 66e7 66e3 66.6 65e7 65e2 64e9 65e3 64eB T 06 0 170 F 00 227 F 00 6S~2 6S F 1 65e 1 65'&F 0 65'65'65'64'64e6 64e6 62e5 62e5 62ei 6ie9 62e5 64e6 64e5 64ei 64eO 63e9 63eB 63e6 64e4 64'62'61 F 9 6ie9 62 F 1 62'T 07 L 270e00 227e00 66'67eO 67eO 66eh 6be6 6beO 6Se7 65e6 T 08 I 270e00 227e00 66e8 66e9 66e8 66e5 hbeO 64eB 65el 65eO T 09 0 270e00 227e00 66eO 65e7 6SeB 65e7 65eb 65e4 65e6 65e5 64e8 64eB 64eB 62eg 62e5 62e2 62e4 62e6 65e4 65e3 65ei 64e7 64e4 64e2 64e3 64eO 65e5 65o2 65e2 63eB 63e4 63e3 63eO 63e2 T 10 I 346o00 227e00 65e9 66eO 6Se8 66ei 67eO 66e7 66e3 65o9 6Se7 65'65'64'63'63e0 62e9 62'T 11 0 346 F 00 227 F 00 65'65'65 F 9 65'65'65'65'6S~4 6S~3 T 13 0 346e00 268e00 7ie4 71e4 71e3 71e3 7lel 7ieO 70eB 70eh 70e5 64eB 64e4 63e8 63e7 63'64el 63e9 69e6 6'9e4 68ei 68eO 67e9 67e5 67ei T 14 I 34be00 268e00 74e2 74e2 74e2 73eh 73e2 72ei 72'71'71'7ieO 71'69'68'67'67'67'T 15 I 346 F 00 328 F 00 67'67'68'68'68'68'68,1 67,567,0 66,5 67,1 65,5 64.S 63,8 63,1 57ei 57e9.56e8 55e6 53e9 54e8 53el T 16 0 346 00 3.8 00 63 4 63.6 63 0-60 9 58 7 58.6 58 4 57 7 62e6 51e7 T 18 0 34be00 376e00 65'64e4 62.1 57'Sbe2 55e4 S4e4 52eB 51e2 51eb 53eS 49eO 4Se6 52ei 47e9 46ei T 19 I 346e00 376e00 65e9 66eS 67e2 67e4 67e7 67e4 67e2 66e7 66e3 65eb 66el 64e4 63e5 62.9 62ei 61e2 T 20 8 225 00 410~00 60 S 61 3 60.8 57.8 5So9 55e9 SS~2 52~'9 T 21 I 225~00 410~00 63~0 64~0 65e3 65e8 66~2 65~8 65e3 64e2 Se 1~2 48e7 47e5 43eO 41e5 42e0 45e2 43e5 53e7 63e9 64.5+>'1 5 X (66 5 63e4 61eb 62'57e0 55eB 54e2 58'9 T 22 S 320e45 240e00 68eO 68e3 68o5 68e3 67eO 66e2 65'65e4 64e 1 62e9 62e6 63eO 63e7 64e4 67e2 T 23 S 162e30 239e92 67e 1 66eB 66e7 66e3 66e0 66eO 66eO 65eB 65e6 65eB 64e8 64e5 64e6 64e7 65e2 hie7 62e2 63e2 62e6 64e2 T 25 S 185 F 00 265e00 71e2 7lei 70e9 68eB 69e3 69ei 68e8 68e3 67e9 67e8 65eO 65e5 6be.67eO 69e2 T 24 S 270e00 270e00 70e9 71 el 70e3 67eR 65e6 66e4 66~3 65e6 hSe0 64e4 Ro Di sp lncements Shearon Hn uclear Plant-Unit 1Pressure (psig)Date (1986)Time (hr(mn)Inst.Azimo Elevo Io Do (DgoHn)(Feet)Oo00 9o9'9 20~11 30o10 41o00 51o85 02/21 02/21 02/22 02/22 02/22 02/22 15,'29 19(20 00o00 05o38 10142 15o48 Containment Llal1 Displacements (inches)51o80 02/22 20o07 41o22 30o21 30o24 02/23 02/23 02/24 Oio30 06(23 04 F 00 41~40 02/24 09o21 41o 11 02/26 00 F 00 20o 07 02/26 05o36 10.00 0.00 02/26 02/26 09531 17o03 Oo00 02/27 09oii MD 10 16bo03 386~50 0~000 Oo004 Oo 022 0~067 0~142 0~237 Oo247 0o229 0~182 0~170 0~193 Oo 193 0~105 Oo062 0~025 0~025 MD 12 90o05 385o08 Oo000 Oo005 Oo024 Oo065 Oo138 Oo218 Oo223 0,202 Oo155 Oo152 Oo175 Oo176 Oo094 Oo051 Oo011 Oo008 MD ih 166o20 350o42 Oo000 Oo018 Oo057 Oo115 Oo225 Oo340 Oo345 Oo306 Oo240 Oo236 Oo276 Oo278 Oo158 Oo098 Oo046 Oo03S WD 16 90o00 349o00 Oo000 Oo012 Oo055 Oo124 Oo257 Oo374 Oo380 Oo360 Oo281 Oo275 Oo309 Oo309 Oo185 Oo114 Oo054 Oo045 WR 18 90o01 320o49 Oo000 Oo027 Oo075 Oo182 Oo323 Oo448 Oo451 Oo395 Oo307 Oo296 Oo369 Oo353 Oo192 Oo114 Oo042 Oo035 WR 19 166~00 320 o 42 0 o 000 0~031 0~091 0~206 0~390 0~557 0~562 0~480 0~376 0~372 0 o 454 0~455 0~262 0 o 170 0~089'~079 MR 20 270o00 320o42 Oo000 Oo024 Oo068 Oo134 Oo258 Oo374 Oo379 Oo337 Oo276 Oo272 Oo324 Oo329 Oo207 Oo136 Oo073 Oo06S MR 21 90o00 287o42 MR 22 166o00 287o00 Oo000 P Oo 000 Oo025 Oo066 Oo201 0'36 Oo443 Oo449 Oo401 Oo323 Oo319 Oo386 Oo388 Oo242 0'65 0'95 Oo094 Oo026 Oo074 Oo190 Oo353.Oo500 Oo506 Oo434 Oo344 Oo337 Oo41S Oo416 Oo246 Oo163 Oo090 Oo101 WR 23 83o00 256o00 Oo000 Oo019 Oo047 Oo174 Oo327 Oo460 Oo468 Oo426 Oo341 Oo339 Oo415 Oo417 Oo261 Oo180 0'07 Oo104 MR 24 166'2 255'8 0 F 000 0'13 0'51 0'40 0'70 0'98 0'05 0'57 Oo288 0'85 0 F 338 0'38 Oo214 MR 25 34bo00 25bo00 Oo000 Oo011 Oo025 Oo074 Oo157 Oo264 Oo270 Oo239 Oo190 Oo189 Oo229 Oo229 Ooi48 Oo147 Oo086'o082 Oo105 Oo066 Oo064 MR 26 90o00 237o00 Oo000 Oo017 Oo044 Oo124 Oo232 Oo343 Oo348 Oo308 Oo247 Oo246 Oo299 Oo301 Oo186 Oo122 Oo069 Oo067 MR 27 166o00 237o00 0 000 0 015 0.042 Oo095 0 181 0.271 0'75 Oo238 Oo191 Oo229 Oo229 Oo145 Oo101 Oo061 Oo058 MR 28 268~56 237~42 Oo 000 Oo018 0~045 0o090 Oo 169 Oo 258 0~265 Oo 240 0~203 Oo 203 0~237 0~244 Oo 168 0~120 0~'0/4 0~072 WR 29 346.05 237.00 0,000 0.003 0.018 0.054 0.119 0.201 0.209 0,189 0,150 0.149 0.175 0.176 0.118 0.083 0.054 0.053 BR 71 346o01 226o00 Oo000 Oo011 Oo025 Oo050 Oo051 Oo053 Oo053 OoOS3 Oo052 Oo052 Oo053 Oo053 Oo052 Oo051 0'36 0'34 BR 72 346o00 221o00 Oo000 Oo004 Oo008 Oo017 0.024 0,025 Oo025 Oo025 Oo02S Oo025 Oo025 Oo02S Oo025 Oo025 Oo024 0'24 BR 74 269o59 22ho00 0.000 0.009 0.021 0.041 0.057 0.057 0.057 0.057 Qo057 Q.Q57 Q.057 Q.057 QoQ55 QoQ35 QoQ12 BR 75 270o00 221o00 Oo000 Oo004 Oo010 Oo019 Oo035 OoOSh Oo056 Oo051 Oo042 0.040 Oo048 Oo042 Oo023 Oo011-Oo000 BR 77 165~59 2 6~00 0~000 0~010 0~023 0~0 l8 0~089 0~122 0~122 0~1 1 0~095 Oo093 0~115 0~115 0~068 0~0 l4 0~025 BR 78 165o59 22io00 Oo000 Oo005 0.011 Oo020 Oo021 Oo022 Oo022 Qo022 Oo022 Oo022 Oo022 Oo022 Oo021 Oo018 Oo008 BR 80 90,00 226.00 0.000 0.009 0.021 0.042 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.037 0.014 0 F 008-Oo003 C Oo023 x 0.007 Oo012 BR 81 90o00 221o00 Oo000 Oo007 Oo012 Oo014 Oo015 Oo01S Oo015 Oo01S Oo015 Oo015 0.015 Oo015 Oo014 Oo007-Oo004-Oo003 V
Pressure (psig)Date (1986)Time (hr'Ien)Oo00 02/21 15e29 9o99 02/21 19e20 R Displacements Sheoron Ha uclear Plant-Unit 1 20oii 30o10 4io00 51e85 51~80 41o22 30o21 30o24 02/22, 02/22 02/22 02/22 02/22 02/23 02/23 02/24 00o00 05)38 10o42 15o48 20o07 Olo30 06o23 04e00 41o40 02/24 09121 41oil 02/26 00o00 20e07 02/26 05e36 10 F 00 Oo00 02/26 02/26 09o31 17e03 Oo00 02/27 09'11 Inst o hz1m e El ev e Io Do (DgoHn)(Feet)Hain Steam ond Feeduater Pennetrotion hreo Radial Displacements (inches)42 27Q~00 284~33 Oo000 0~015 0~046 0~07)Oo1 17 Oe 166 0~166 0~161 0~145 0~141 Oo 156 Oo 164 0~123 0~086 Oo048 0~041 43 27Q~OQ 282'5 0 000 0 001 0 028 0.057 0 106 0 1S7 0 161 O.lbi 0 147 0 147 0 150 0 157 0 120 0 079 0 038 0.032 HR 44 270e00 282o00 Oo000 OoOOS Oo029 Oo061 Oo104 Oo154 Oe157 Oe157 Oe148 Ooi48 Oo149 Oo156 Oo121 Oo081 Oe040 Qo037 HR 45 273'6 278'0 0 F 000 0'12 0'38 0'66 0'12 0'59 Ooi63 0'61 0'44 0'43 Ooi54 Oo161 0'16 0'77 0'40 0'35 HR 46 273e46 278o50 0 F 000-Oo002 HR 47 270o00 274o92 Oo000 Oo009-Oo002 Oo016 Oo063 Oe109 OoliO Oo110 Oolii Oo112 Ooi08 Oe110 Ooiii Oo077 Oo041 Oo036 0~030 0~055 0~098 0~144 0~148 Oo148 0~136 0~136 0~143 Oo148 Oo ill 0~072 0~035 0~030 HR 48 270~00 274~25 0~000 0~011 0~036 0~063 0~106 0~153 0~157 0~158 0~141 Oo140 0~151 0~155 Oo112 0~072 0~033 0~031 HR 49 278o51 284o33 Oo000 Oo057 Oe016 Oo047 Ooili Oo224 Ooi74 Ooi62 Oo135 Ooi31 Ooi57 Ooi65 Ooi03 Oo058 Oo015 Oo009 HR 50 278'2 282'5 Oo000 0'12 0'42 0 F 081 0'47 0'11 0'16 Oo213 Oo184 0'82 0'00 0'07 0'46 0'98 0'54 0'50 HR 51 278o52 28io92 Oo000 Oo011 Oo042 Oo083 Oo149 Oo210 Oo21S Oo207 Oo178 Oo178 Oo199 Oo204 Oo136 Oo088 Oo045 Oo042 MR 52 275o50 278e50 Oo000 Oo000 Oo025 Oo056 Oo107 Oo156 Oo160 OoibO Oo148 Oe147 Oo150 Oo157 Oo117 Oo077 Oo038 Qo034 HR 53 275o16 278o50 Oo000 Oo012 Oo038 Oo068 Oo120 Oo171 Oo175 Oo172 Oo153 Oo152 Oo166 Oo173 Oo122 OoO&1 Oo041 Oo037 HR 54 281o38 280o2S Oo000 Oo006 Oo035 Oe076 Oo149 Oo213 Oe218 Oo218 Oo190 Oo189 Oo199 Oo206 Oo151 Oe104 Oo059 Oe054 HR 55 283oi3 279o25 0 F 000 Oe009 Oo040 0 F 088 Oo 167 Oo236 Oo241 0'35 Oo201 Oo200 0'22 0'29 0.156 Ooi04 0'54 Oo050 HR 56 284o08 278e50 Oo000 Oo009 Oo041 Oo086 Qo163 Qo228 Oo233 Oo233 0'02 Oo201 Oo214 Oo220 Oo160 OoiiO Oo065 0e061 HR 57 278o53 274o92 Oo000 Oo010 Oo038 Oe073 Oe132 0.195 Oo193 Oe189 Oe166 Oe166 Oo182 Oo189 Oo131 Oo088 Oo048 Oo044 HR 58 278o53 274e2S Oo000 0.006 Oe034 Oe070 Ooi34 0 192 Oo196 Oo196 0'77 Oe177 Oei86 Oo192 Oo141 Oo096 Oo054 Oo050 HR 60 271o59 27io25 HR 61 273e36 271eib 0.000 0.008 0.032 0.063 0.111 0.159 0.165 0.164 0.149 0.149 0.155 0.160 0.116 0.076 0.037 0,000 0.005 0.027 0.055 0.101 0.148 0.152 Oo152 0'44 0.144 0.146 Oo153 0.115 Oo076 Oe039 HR 62 270~00 268~66 0~000 0~001 0~020 0~047 0~091 0~137 0~141 0~141 0~139 0~139 0~138 Oo 141 Oe 109 0~070 0~032 HR 63 270o00 267 00 0 000 0 010 0 035 0 063 0 110 0 ibl Ooi66 0'66 0'52 Oe151 Oe158 Ool64 Oo122 0'74 Oo037 MR 64 278o53 273o25 Oo000 Oe007 Oe024 Oo047 Oo086 0~121 Oo124 Oei 4 Oo110 0~110 0~117 0~120 0 OBS 0~056 0~029'R 65 27S~15 271~16 0~000 0~002 0~01 4 0~031 0~058 0~086 0~088 0~088 0~084 0~085 0~085 0~089'~066 0~044 0~022 HR 59 270.00 273.25 0.000 0.010 0.035 0.062 0.105 0.152 0.156 0.154 0.137 0.137 0.150 0.155 0.108 0.068 0.030 Oo028 Oe033 Oo035 Oo030 0'34 l 0,027 4 Oo021 R Shearon H Disp lacenents uclear Plant-Unit 1 Pressur e (psig)Date (1986)Time (hr:mn)Inst.hzin.Eleve Io De (DgoHn)(Feet)P,PP 9e99 20ell 30elp 41oop 51o85~i e80 41e22 30e21 30~24 02/21 02/21 02/22 02/22 02/22 02/22 02/22 P2/23 02/23 02/24 15(29 19o20 ooopp 05038 lpo42 15048 20o07 Qlo3Q 06o23 04opp Nain Steam and Feedwater Pennetration hrea Radial Displacenents (inches)41'0 02/24 09e21 4lell 02/26 Qoepo 2pe07 02/26 OSe36 loop 02/26 09e31 Oooo 02/26 17e03 Oooo 02/27 09oll HR 66 276o52 27lo25 Oooop Ooopl oe024 0'52 Oel03 Oo151 Ool55 Ool56 Ool50 OelSQ 0'49 0'55 Ool20 oe079 Oo042 Oo038 HR 67 280'2 271'5 0~000 0~013 0~041 0 F 080 0~149 0~210 0'15 0~209 Ool81 Ool81 0~201 0'07 0'38 0'90 0~045 0'43 HR 68 283e04 27lo25 0~000 Oopll Oo041 Oo085 Oel58 Oo221 Oe225 0,223 0,195 Ool94 pe211 Oo219 Oo153 Oo102 Oo057 Oe053 NR 69 278o52 266o'92 Oeppp Oooll Oo038 Oo076 Oo142, Oo202 Oo207 Oe205 Ool81 Oel81 Oo197 Oo205 Ool44 Oo096 oe052 Oo048 HR 70 278e50 268o75 Oeopp Oeool Oo025 Oe055 Oo112 Oe168 0~173 po173 OelSB pe159 Oo164 Oo170 Oo120 Qo077 Oo038 Oo036 Inst.hzin o Elev, Ie Do (DgoHn)(Feet)Equipment Hatch Displacements (inches)ER 30 346o08 328opo Ooopp Oo009 Oo020 Oo055 Oo121 Oo214 Oo216 Oo187 Ool46 Oel38 Ool69 Ool6'9 Oolop Oo064 0~029 Qe023 ER 31 346epo 319opp Ooopo pe005 Oooii Oo040 Oo09S Oo 177 Ool79 Oel54 Oe122 Ooi16 Ool41 Oo141 Oo083 Oo057 Qo028 Oo023 ER 32 346epp 310o92 Oooop Oo002 Oe004 Oe029 Oe082 Oe156 Oo163 Ool51 Oo117 Oo113 Oe126 Oo127 Oo084 Oe058 Oo032 Oo028 ER 33 319oio 298ooo Ooopo 0~028 Oo076 Oo195 0~367 Oo505 Oo512 Oo434 Oo345 Oo338 oe424 Oo424 Oo266 Oe190 Ooll8 Oe113 ER 34 327o24 298ooo Oooop Oo020 Oo051 Ool39 Oo277 Oo397 Oo407 Oo348 Oo274 Oo263 Oo328 Oo322 Oo 194 Oo 131 Oo074 pe068 ER 35 334o38 29'7o92 Ooppp Oo014 0)033 Oo090 Oo 190 ER 36 3S7~28 298 F 00 Ooopp 0'20 0'45 0~099 0'73 Oo299 0~306 0~260 0'05 0'97 0~245 0~235 Ool43 0'98 0~055 0~050 Oe299 Oo306 Oe265 Oe209 Oo209 Qe257 Oo25S Qo157 Oe103 Oe055 Oo049 ER 37 4o23 298epp Ooppp Oo024 Oe061 Ool35 po228 Oe365 Oe372 Oo320 pe252 Oo257 Oo316 Oo318 Oo 196 Oo131 Oo075 Oo069 ER 38 12 43 298 00 0 000 0 035 0 090 0 202 0 340 0 508 0.515 Oo438 Oo342 pe349 Oo433 Oe433 Qe260 pe172 0~092 pe083 ER 39 346ooo 285e42 0~000 Oo006 Oooll Oo041 Oe096 Ooll3 Oo113 Oo112 Oolll Oolil 0~112 Oell2 0.094 0'69 Oe045 0'45 ER 4O 346.OO 276.75 O,OOO O.OOS 0.009 O.O43 O.IO2 O.113 O.113 Ool12 Oelll Qeiip Oe112 Ool12 Oo099 Oe071 Q~e)0 pe112 ER 41 346e07 268o25 0~000 00008 0~018 Qe064 0~1 4 0~127 0'27 Ooi27 Ool26 Oe126 Ool27 Oo126 0.119 Oo080 Oop44 Oo042 4' Vet Shearan Harr ispalceaents clear Plant-Unit 1 Pressure (psig)Date (1986)Time (hr'mn)Inst.A=im.Elev.Ii D.(Dg.Hn)(Feet)Oo00 9o99 20ili 30siO 4io00 Sio85 02/21 02/21 02/22 02/22 02/22 02/22 15(29 19!20 00300 05138 10(42 15)48 Dome Vertical Dispalcements (inches)51e80 02/22 20107 4ie22 30o21 30'4 41'0 02/23 02/23 02/24 02/24 01)30 06(23 04!00 09!21 4ieil 02/26 00100 20'7 02/26 05'36 10 00 0 F 00 Oo00 02/26 02/26 02/27 09131 17(03 09(li DV 01 178.00 440.75 0.000 0.046 0.092 0,130 0,166 0.264 0.266 0.213 0.137 0.132 DV 02 45o00 430>00 Oo000 Oo033 Oo070 Oo120 Oo214 Oo353 Oo362 0>308 0>222 Oo219 DV 03 45+06 430+00 0+000 0<044 Oo092 Oe 148 Oe251 0+399 Oo407 Oe332 Oo241 Oo224 Oo185 0+155 0~018 0~049 0~089 0~091 0)268 0+259 Ool02 Oo032-0(026-0)057 Oo297 0 270 Oo108 0.034-0 026"Oi044 DV 04 49142 410'2 0 F 000 0'38 0'85 0'56 01252 0'95 0 F 400 0'30 0'41 0'42 0'15 0'01 0'33 0'57 0'16 Ot039 Inst.h=fm.Eleve I'E (Dg~Hn)(Feet)Wall Vertical Displacements (inches)WV 06 45o00 375o75 Oo000 Oo020 0'52 0)097 Oei72 Oo265 Oo268 Oo227 Oo174 Ooibi Oo205 Oe200 Oo 106 0+054 Oo001-Oe022 WV 07 135e09 375i58 Oo000 Oi022 Os056 Oaii2.Ooi94 Oo304 Oo305 Oo256 Oo196 Ooi79 0(229 Oo217 Ooii5 Oo057 Oo001-Oo019 WV 08 225 F 01 375'5 0@000 0@017 0'46 Ooi03 0'73 0'83 0'85 Oe245 0 F 183 0'60 0'07 0+200 0@101 Oo049-0@010-0'26 WV 09 314o57 375o58 Os000 0.025 Oi053 Oo094 Ooi60 Oo243 Oo244 Oo212.Ooi62 Oo147 Ooi83 Oo178 0+092 Oe045-Oo003-Oo025 Inst i Azine Eleve I.D.(DgoHn)(Feet)Rase Slab Vertical Displacements (inches)BV 73 345+59 216o00 Oo000 Oo001 0+002 Oo003 Oo004 Oe004 Oo004 Oo004 Oo003 Os003 Oo004 Oo004 0+003 0+002 0+001 0+001 BV 76 269s59 215s92 Oo000 Oo000 Oe001 Oo001 Oe001 Oi002 0.002 Oo001 Oo000 Oo000 BV 79 166o00 216e00 0+000 Oo001 Oo001 Oo001 Oo001 Oo002 0+002 0+002 Oo001 Oe001 Oo001 Oo001 Oo000-Oo000-0+000 Oe000 0'01 0+001-Oe000-0+001-0+001-0'02 BV 82 90o00 216i00 0+000 Oo001 0+002 Oo002 Oe002 Oo003 Oo003 Oo001 Oo001 Oo001 Oo002 Oo002 Oo000 0+000-0~000-0+001
Rose Sla bedded Bar Strains Shearon Har clear Plant-Unit 1 Pressure (psig)Dote (1986)Time (hrimn)Inst>>h-im>>Elev>>'>>DE (Dg>>Hn)(Feet)0>>00 9>>99 20>>11 30>>10 41>>00 02/21 02/21 02/22 02/22 02/22 15>>29 19>>20 00>>00 05>>38 10>>42 Inner Layer (micro strain)51>>85 02/22 15>>48 51>>80 02/22 20>>07 41>>22 02/23 01>>30 30~21 02/23 Ob>>23 30>>24 02/24 04)00 41>>40 02/24 09>>21 41>>11 02/26 00>>00 20'7 02/26 05'6 10>>00 0>>00 02/26 02/26 09>>31 17>>03 0>>00 02/27 09>>ll BS 002 270>>27 217>>00 RS 006 270>>27 217>>00 BS 025 271>>06 221>>00 BS 026 268>>23 221>>00 BS 029 271>>04 225>>00 RS 030 268>>23 22S>>00 0>>7~0>>29>>0>>-7>>0>>15>>0~17>>0>>-9>>61>>101>>155>>"16>>-36>>-68>>34>>37'19>>15>>227>>-91>>233~163>>161>>197>>-197>>202'91>>-93>>95>>-90>>"93>>-93>>99>>123>>-124>>99>>120>>-121>>62'00'42'46'25'00'7>>103>>138>>141>>121>>99>>-70>>-39>>-98>>-102>>-.85>>86>>-64>>-71>>-89>>102>>68>>105>>75>>90>>34>>93>>76>>"-91>>123>>-79>>76>>78>>-54>>60~83>>-61>>52'4>>-36>>43>>40'36>>28>>29>>-21>>25>>37~-34>>25>>28>>-18>>23>>Inst>>heim>>Elev.I>>D>>(Dg>>Hn)(Feet)Shear Bars (micro strain)BS 003 269>>33 216>>00 RS 004 270>>27 216>>00 BS 019 268>>25 225>>00 RS 020 271>>00 225>>00 BS 021 271>>00 220>>83 BS 022 268>>23 220>>96 0>>0>>0>>0>>0>>0>>0>>2~-6>>5~2~2~3~2~-12>>-4>>-14>>3~2~-8>>-4>>-10>>-12>>-15>>-14>>0>>-11>>3~23~-26>>-2'7}>>-13>>8>>23~-23>>-0>>-13>>8>>-19>>22>>-19>>2~-10>>10>>-14>>-15>>13~3~7~11>>-1S>>-15>>-14>>-6>>10>>-18>>-18>>-18>>1>>-11>>8>>18>>20'9>>-2>>10>>-8>>-7>>-8>>6>>3~12>>2~6>>-0>>11>>2~2>>-1>>8~11>>2~2~8>>3~11>>Inst>>heim>>Elev.I>>D>>(Dg>>Hn)(Feet)Outter Layer (micro strain)RS 001 269>>33 217>>00 RS 005 269>>33 217>>00 BS 024 271>>06 221>>00 BS 027 268>>18 221>>91 BS 028 271>>04 225 F 00 0>>0~0>>0>>0>>30>>7>>5>>6>>10>>-17>>8>>10>>19>>-38>>4>>10>>34>>60>>104>>162>>-70>>3>>3>>46>>-94'8>>-0>>57>>-96>>-97'16>>L-1,-10~57, 42~22~-16.26>>-92>>-21>>'-16>>26>>241>>247>>214'73>>172>>-96>>-16>>-10>>41>>98>>18>>13'40>>209>>-210>>133>>-80~22>>-20>>16>>93>>-60'19'20>>8~48>>-36>>-16>>-19>>1>>43>>-1S>>-18>>1.X)4
Hain Steam Pen Shearon Ha on-Embedded Rar Strains uclear Plant-Unit 1 Pressure (psig)Date (1986)Time (hr tain)Inste hcime Eleve I.D.(Dg.Hn)(Feet)Oe00 9e99 20eii 02/21 02/21 02/22 15'29 19e20 00(00 Inner Layer (micro strain)30o 10 02/22 05e 38 41e00 02/22 10e42 51 e85 02/22 15e48 51e80 02/22 20o07 41e22 02/23 01 e30 30e21 02/23 06o23 30e 24 02/24 04 F 00 41e40 02/24 09e21 41e 1 1 02/26 00o00 20e07 02/26 05o36 10e00 Oo00 02/26 02/26 09e31 17:03 0e00 02/27 09;11 NS 031 278e49 283e70 NS 032 270e00 283e65 HS 034 269e42 281e69 HS 035 284e21 278e50 HS 036 281e50 278e50 HS 038 274e28 278e50 NS 039'72e55 278e 19 HS 040 278e31 275e00 HS 042 278e49 273e00 NS 044 278e49 273 F 00 NS 048 274e31 271e25 NS 049 271 e 59 270 e 69 HS 050 278e27 268o83 HS 051 269e40 268e79 HS 052 Oe00 Oe00 HS 053 274e24 278e50 HS 054 Oe00 Oe00 HS 055 Oe00 Oe00 97e 52e 52e Oe 30e 72e 159e 277e 435e 424e 367e 279e 275'42e-342e 210e 139e 83e 104e Oe 33e 77e 148e 236e 345e 354e 294e 224o 231e 293e-287e 158e 95o 39e 28e Oe Oe-Oe Oe-29e-53e Oe 38e hie Oe-65e 69e-Oe-74e 92e-Oe-ie-Oe-Oe Oe-93e-124e-188e-247e-340e-326e 12ie 120e.98e 72e 70e 95e-Oe-Oe Oe Oe Oe 461e-S48e-585e-628e-668e-90e 50'1e 3~3e Oe 22e 57e 11Se 160e 174e 169e 138e 107e 107e 119e"96e 23e-4e 22~-29'Oe 15e 31e Oe 24e 50e Oe 34e 68e Oe lie 77e 61'3e 142e 165e 150e 110e 110'28e-149e llle 87'ie 63e 93e 161e 245e 250e 213e 170e 170e 2iie-209e 12he 82e 41e 39e 112e 128e 201e 230e 265e 266e 223~63e 10o 10e 172e 171e 218e-222e 12ie 379e 416e 375e 331e 369e 443e-468e364e 326o 295e 29be Oe 30e 72e 135e 171e 223e 226 e 186~140o 145e 191~184e 102e 61 o 22~23e Oe 2~14e 2be 22e 20e 17e 14e 13e 15e-14e 8~3e-0~2~0~25e 4he Oe Oe Oe Oe 25e 35e 24e 180e lie 33e 30e 60e 69'00'15'17'117'e 105e 159'64e 142'05 e 125 e 124e-128e 104'36e 170e-169e 80e 99e 51e 73 e 350e 519e 633e 629e 528e 403.409, 524e-515e 283e 170e 61.108'14e 219e 188e 142e 142e 178o-174e 100e 61e 94.314e 515e 531e 461e 383, 387e 471e-471o 311e 236>>23e 44e 77'Se 31e 80e 28'he 169e 164e Oe 27 e 58 e 103 e 196 e 303 e 311 e 263 e 205 e 205~2SB~-254~142 e Hain Steaa>>Penne aion-Embedded Bar Strains Shearon Harris Nuclear Plant-Unit 1 0>>00 02/27 09>>11 0>>00 02/26 17e03 10>>00 02/26 09>>31 41>>11 02/26 00>>00 41>>40 02/24 09>>21 30>>24 02/24 04>>00 51>>80 02/22 20>>07 20>>07 02/26 05'6 30>>21 02/23 06>>23 51>>85 02/22 15>>48 41>>00 02/22 10>>42 41>>22 02/23 01 (30 20>>11 02/22 00>>00 9>>99 02/21 19>>20 30>>10 02/22 05>>38 0>>00 02/21 15>>29 Pressure (psig)Date (1986)Tiae (hr:a>>n)Hiddle Laver (a>>icro strain)Inst>>h"-ia>>Elev>>I>>D>>(Dg.Hn)(Feet)21>>588>>-703>>-776>>-884>>-1044>>-33>>-109.-263>>-271>>48>>-13o-11>>-S>>0>>HS 056 278>>49 283>>70 HS 058 278>>31 281>>73 HS 060 284>>21 278>>50 HS 061 281>>50 278>>50 HS 062 275'5 278'7 HS 063 274>>28 278>>50 HS 064 272>>55 278>>19 HS065h 278>>31 275>>00 HS065B 278>>31 275>>00 HS066h 270>>21 275>>08 12>>15>>38>>89>>ill>>-111>>65>>88>>128>>115>>90>>131>>35~60>>13>>0>>52>>-50>>-44>>-58>>80>>-84>>77~-65>>-78'75>>"62>>-67>>-30>>-31>>23~0>>-19>>-17>>-19>>-16>>8~-12'14>>7~-8>>5>>4>>1>>3>>0>>49>>-89>>-114>>-153>>-236>>65>>" 38>>44>>75'0>>78>>59>>47>>23'2>>0>>-23>>25'24'2'6>>-18>>16>>29>>-21>>-26>>23'19>>-18>>7>>4>>0~-84'101'108'64>>26>>7~-19>>-8>>15>>36>>40>>37>>33>>20>>10>>0>>8>>9>>40>>76>>98>>102>>134>>-137>>70>>103>>155>>160>>133>>48>>20>>0>>67>>71>>91>>96>>124>>146>>134>>148>>119>>143>>-153>>110>>75>>51>>22'>>96>>89>>41'3'>>44>>-108>>-143>>-169>>-153>>36>>20>>60>>9'8 e 151>>137>>121>>55>>34>>22>>HS066B 270>>21 275>>08 0>>0>>33>>-60>>-32'90>>-65>>-105>>-155>>-159>>-138>>-112>>-114>>-138>>141>>-39>>-17>>HS 067 278>>49 273>>00 HS 068 270>>00 273>>96 HS 069 278>>49 273>>00 HS 070 270>>00 272>>78 HS071h 280>>48 270>>67 HS071B 280>>48 270>>67 3>>11>>41>>64>>-98>>97>>82>>84>>86>>118>>116>>103>>52>>31>>15>>0>>21>>19>>51>>81>>65'03'51'54'31'03>>108>>130'133>>13>>0~33>>33>>5S>>82>>120>>-124>>96>>102>>17>>, 16>>63>>104>>138>>136>>116>>44>>20>>0~-9~-9>>"8>>9>>31>>-30>>52~33>>39>>39>>30>>25>>12>>9>>0>>7~-11>>0~16>>53>>33~48>>29>>56>>50e 60>>38>>24>>10>>0>>HS 072 276>>55 270>>71 0>>31>>8~66>>98'35'138>>91>>129>>-21>>158>>157>>-1S~-73>>122>>-19>>-5S>>80>>54>>29'-9~~-441>>~18>>~-12>>13~.-16~-20'26>>-19>>-16>>2~12>>HS 073 274>>31 271>>25 HS 074 271>>59 270>>69 HS 075 278>>27 268>>83 HS 077 0 F 00 0>>00 HS 078 274>>24 278>>50 HS 079 0>>00 0>>00 0>>341>>-373>>-388>>-412>>-91>>-119>>-151>>-235-40>>-14>>0>>158, 158, 138'10, 110, 139,-138'9>>52>>80>>70>>110>>44>>19>>0~137>>~-0>>1>>1>>-0>>1>>1>>0>>2~1'>>-1>>1>>-0~-0>>1>>0~137>>235'58>>570'48'58>>574>>-582'51'56>>23>>135>>334>>501>>0>>105>>219>>-2o6~66>>107>>152>>218>>180>>244>>23a~110>>41>>66>>16>>0>>69>>168>>249>>253>>219>>182>>193>>235>>-247>>168'24>>
Pressure (psig)Date (1986)Time (hr)mn)0>>00 02/21 15>>29 9>>99 20>>11 02/21 02/22 19120 00lQQ 30>>10 02/22 05>>38 30>>21 30>>24 41'0 02/23 02/24 02/24 06>>23 04>>00 09'21 41>>22 02/23 01>>30 Hain Steam Pen ion-Embedded Bar Strains Shear on Ha uclear Plant<<Unit 1 41>>00 51>>85 51>>80 02/22 02/22 02/22 10>>42 15>>48 20>>07 41>>11 02/26 00>>00 20>>07 02/26 05>>36 10>>00 0.00 02/26 02/26 09>>31 17>>03 0>>00 02/27 09)11 Inst>>hzim>>Elev>>I>>D>>(Dg.Hn)(Feet)Butter Layer'micro strain)HS 085 278>>31 281>>73 HS 087 281>>50 278>>50 HS 088 275>>55 278>>27 HS 089 274>>28 278>>50 HS 090 272>>55 278>>19 HS 092 270>>21 275>>08 HS 093 278>>49 273>>00 HS 094 270>>00 273>>96 HS 095 278>>49 273>>QO HS 096 270>>00 272>>78 HS 097 280>>48 270>>67 HS 098 276>>55 270>>71 HS 100 271>>59 270>>69 HS 100 271>>59 270>>69 HS 101 2?8>>27 268>>83 HS 103 0>>00 0>>00 HS 105 0>>00 0>>00 HS 106 0 F 00 0>>00 0~0>>0>>0>>0>>Qo 0~0>>Qo 0>>Oo Oo 0>>0>>0>>0~0~0>>10>>2~-1>>0>>-1>>10>>8>>4>>-8>>-0>>-0>>-8>>?e~3~34>>2~-3>>.10>>-3>>25>>20>>22~17>>-17>>-Oo-0~-20'>>-15>>47>>0>>-4~29>>-9>>41>>29>>2S>>26>>23~0~3~-4>>-4>>-26>>-10>>10>>"18>>58>>4>>-6>>48>>3~46>>41>>-18>>-0>>6>>-8>>-8>>-44'?7 13>>-45>>61>>3~61>>-4>>83>>72~72'1>>-44>>2~-13'13>>-60>>5'?~24>>-91>>S9>>7>>64>>82>>73>>72>>bio-49o-1 o-10>>-10>>-60>>55~26>>-97>>38>>2~-6>>56>>5 69>>64>>62>>54>>2~7~-7>>-53>>"S7>>20>>-90>>20>>1>>19>>5>>41>>6>>-39'4>>-23'42'>>-45>>-4>>-6>>-7>>10>>-6>>-3>>3~-6>>49>>-Bo 3~51>>-52>>37>>26>>-11>>21>>23>>-7~53'2>>49>>S3>>53>>38>>70>>65>>-70>>-69>>-67>>34>>42>>32~16>>27'0>>2~12>>&>>-5>>6>>45>>44>>54>>-53>>30'7>>5>>-45>>-63>>-75>>106>>-92'84>>75~-76>>10>>-4>>13>>0~14>>1>>"12>>2~13>>?~14>>10>>11>>15>>-4~-138'143>>-4>>-138>>-143>>4'?~-41>>-54>>-48>>12>>-49>>-54>>46>>56>>14>>-20>>-44>>-29>>-7~-38>>-40>>8>>12>>?7 53-24'7-81>>-80>>-89'92>>-66>>-49>>-33>>1S1>>-148>>-148'150'152>>151>>-148>>-148>>-150>>-152>>C-Cp 1 t>>? EquiPment H Embedded Dnr Strains Shearon Hnrris uclear Plunt-Unit 1 Pressure (psig)Dote (1986)Time (hr(mn)Inst>>h-in>>Eleve I.D.(Dg.Hn)(Feet)0>>00 02/21 15>>29 Inner (micro 9>>99 20.11 02/21 02/22 19'0 Ooioo Layer strain)30>>10 41>>00 02/22 02/22 05!38 ioi42 51'5 51>>80 0~/22 02/22 1S>>48 20)07 41>>22 02/23 Ol!30 30>>21 02/23 06>>23 30>>24 02/24 04 F 00 41>>40 02/24 09!21 41>>11 02/26 00>>00 20.07 02/26 05>>36 10>>00 02/26 09'1 O,OO 02/26 17>>03 0>>00 02/27 09>>11 EQ 111 345>>58 318>>07 EQ 112 345>>59 311>>42 EO 113 332 57 312 42 EQ 114 337>>48 307>>17 EO 115 327 44 279 96 EQ 116 333>>19'97>>96 EO 117 333>>04 282>>95 EQ 119 346>>09 283'3 EO 120 346,00 277,79 EQ 121 3S4>>20 288>>63 EO 122 4>>23 298>>12 0>>38>>94>>214>>353'05'11>>430>>335>>337>>422>>-419>>245>>158>>82>>72'>>55>>137>>270>>413>>570>>S77>>474>>357>>359>>467>>-464>>250>>150>>62>>54>>0>>30>>56>>116>>233>>359>>368'17>>253>>259>>317>>-322>>206>>148>>96>>90>>0>>25>>90>>204>>505>>506>>278o 120>>118>>203>>-138>>51>>10'13>>-26>>0~15>>36>>88>>142'93>>194'57>>115>>112'49>>-146>>69>>34>>3~7~0>>8>>13>>30>>62>>92>>94>>72>>50>>49>>&7>>-63>>22>>-6>>-13>>0>>27'e 156>>282>>444>>621>>626>>523>>406>>411>>523>>-518>>298>>194>>100>>97>>0>>28>>71>>206>>327>>444>>451>>389>>312>>311>>385>>-384>>239>>165>>95>>Bbe 0>>0>>16>>2>>25>>9>>-55>>17>>-13'0>>93>>79>>96>>77>>71>>571>>44>>44>>67'3>>-57>>-44>>16>>3~3~-6>>22~-20'36>>33~57'18'63'80'03'54'79'377'48'50'13>>242'78'76'Q 123 357>>43 297>>93 EO 124 354>>17 307>>04 0>>0>>1S, 25>>26>>79>>128>>191>>195>>162>>123>>123>>154>>-154>>56>>112'49'51'31'03'01'25>>-123'4>>85>>48>>54>>23>>25'2>>17>>Inst o hzim>>Eleve Ie De (Dg.Hn)(Feet)EQ 125 318,O7 3O5.OO EO 128 337>>48 307>>17 EQ 130 333>>19 297>>96 EO 132 337>>46 288>>64 EQ 133 346>>00 277'9 EQ 134 346>>09 283>>63 EQ 135 3S4>>20 288>>63 EQ 13&4>>23 298>>12 EQ 138 354>>17 307>>04 Niddle Lover (micro strain)0>>0>>0~0>>15>>37'1>>25>>16>>31'4>>43>>73~32>>45>>40'54>>51>>43>>70>>118>>90>>48'8>>121>>89>>35>>23>>2S>>98>>74>>73>>68>>4S>>42>>33>>94>>66>>-36>>-93'70>>0~.15>>39'6>>124>>180'86>>153'18'22'>>25>>59>>107>>194>>284>>280>>231>>172>>171'52>>-152>>229>>-224>>0>>0>>0>>19>>3'9~16>>33>>23'1>>74>>104>>147>>148>>52~35 75~40>>102>>81>>103>>82>>121>>83>>65>>90>>60>>50>>87>>115>>-113>>62>>82'1>>66>>-64'31>>229>>187'47>>148>>183>>-178>>97>>14>>51~26>>86, 114>>59>>40>>3>>~64>>27>>24>>28>>Be 4~-13'5>>62>>31>>19>>16>>25>>19>>-0>>-1~L-23.26>>6>>2~C)1>>-8>>,-Be Equipment Shear on Har Embedded Bar Strains uclear Plant-Unit 1 Pressure (psig)Date (1986)Time (hrlmn)0>>00 02/21 15>>29 9>>99 20>>ll 02/21 02/22 19'0 00>>00 30>>10 02/22 05>>38 41>>00 02/22 10)42 51>>85 02/22 15>>48 51>>80 02/22 20>>07 41>>22 02/23 Ol>>30 30>>21 02/23 06>>23 30>>24 02/24 04>>00 41>>40 02/24 09>>21 41>>ll 02/26 00>>00 20>>07 02/26 05>>36 10>>00 0>>00 02/2602/26 09!31 17>>03 0>>00 02/27 09>>11 Inst>>h=im.Elev>>Ie De (Dg>>Mn)(Feet)Outter Layer (micro strain)EQ 139 345 SB 318 07 EO 140 345>>59 311>>42 EQ 141 332>>57 312>>42 EQ 142 337>>48 307>>17 EQ 143 327>>44 279>>96 EQ 144 333>>19 297>>96 EQ 145 333>>04 282>>9S EQ 146 337>>46 288>>64 0~0>>0>>0>>0~0~0~0>>7~16>>30>>45>>63>>65>>S4>>43>>42>>52~-51>>28>>18'e 29>>80>>165>>218>>285>>289>>239>>182>>182>>243>>-232>>127>>71>>19>>23~36>>95>>193>>198>>172>>142>>138>>170>>-170>>116>>89'62>>16>>36>>61>>174>>240>>243>>208>>167'69>>217'204>>139>>106>>68>>15>>36>>62>>95>>149>>154>>131>>102>>102>>134>>-135>>82>>57~31>>12>>31>>58>>105'09'2>>75>>75>>102>>-94>>67>>54>>36>>20>>40>>113>>201>>246>>249>>206>>164>>168'13>>-214>>130>>93>>50>>16>>3S>>84>>73>>175>>272>>282>>241>>195>>194>>244>>-239>>163>>124>>10>>32~63>>73>>31>>39'4>>85>>EQ 147 346>>00 277>>79 0>>9>>10>>Be 23>>.33>>28>>17>>8>>1>>Be-1>>-19>>-29'41>>-41>>EO 148 346>>09 283>>63 EQ 149 354>>20 288>>63 0>>0~24>>12>>28>>50>>97>>174>>183>>162>>62>>111>>178>>248>>248>>206>>152>>133'51>>208>>-200>>101>>133>>168>>-165>>115'0>>89>>13>>59>>16>>61>>EO 150 4>>23 298>>12 EO 151 357~43 297>>93 EQ 152 354>>17 307>>04 0~0>>0>>3~12>>17>>19>>21>>45>>43>>99>>100>>84>>17>>19>>54>>60>>.46>>203>>77>>152>>237>>238>>62>>58>>81>>-80>>34>>'7>>53>>-50~166>>159>>204>>-192>>42'8'24>>28>>19'1>>12>>6>>40'3>>Be 43>>C Pressure-(psig)Date (1986)Time (hr lmn)Inst>>hzim>>Elev>>I.D>>(Dg>>Hn)(Feet)0>>00 9>>99 20>>ll 30>>10 02/21 02/21 02/22 02/22 15>>2'9 19>>20 00>>00 05>>38 Inner Layer (micro strain)Spring L Embedded Bar Strains Shearon H uclear Plant-Unit 1 41>>00 51>>85 51>>80 41>>22 30>>21 30~24 02/22 02/22 02/22 02/23 02/23 02/24 10>>42 15'8 20(07 01'0 06'3 04 F 00 41>>40 02/24 09!21 41>>11 20>>07 02/26 02/26 00>>00 05(36 10>>00 02/26 09)31 0>>00 02/26 17>>03 0>>00 02/27 09>>11 SL 081 271>>11 377>>50 SL 0&2 2?1>>11 377>>75 SL 083 268>>49 377>>75 0>>5>>21>>0>>25>>55>>0~25>>62>>91>>142'11'15>>187>>146>>142>>178>>-178>>94>>-49>>283>>402>>410>>352>>279>>277>>324>>-324>>146'11>>194>>285>>288>>241>>180>>173>>231>>-222>>111>>53~60>>35~21>>18'36>>16>>15>>-12'nst.heim>>Elev>>I>>D>>(Dg>>Hn)(Feet)SL 107 271>>11 377>>33 SL 108 271>>ll 377>>00 SL 109 269>>07 377>>33 SL 110 269>>07 377>>00 Outter Layer (micro strain)0>>-28>>-73>>-110>>-175>>-248>>-249>>-201>>-141>>-146>>-198>>195>>0~20>>66'>>20>>41>>110>>152>>196>>195>>153>>104>>107>>154>>-154>>0>>-8>>-21>>"45>>-108>>-158'160>>-142>>-113'115>>-139'39>>18'7'78>>476'01'15'17'99'90>>-90>>63>>233>>-89>>42 28>>160>>-63>>5>>-4~97>>-35>>3~93>>32~
Rosette Shearon Kar ri Element Strains clear Plant-Unit 1 Pressure (psig)Date (1986)Time (hr)mn)0>>00 02/21 15>>29 9>>95'2/21 19>>20 20>>11 02/22 00>>00 3Q~10 02/22 05>>38 41>>OQ 02/22 10>>42 51>>85 02/22 15>>48 51,80 02/22 20>>07 Ri>>22 02/23 01>>30 30>>21 02/23 06>>23 30>>24 02/24 04>>00 41>>40 02/24 09>>21 41>>11 02/26 00>>00 20'7 02/26 05>>36 10>>00 02/26 09>>31 O>>00 02/26 17>>03 0>>00 Q2/27 09>>11 Inst.Azim>>Elev>>I>>D.(Dg>>Hn)(Feet)Base Slab Gages (micro strain)BS Oih 269>>33 218>>25 BS 01R 269>>33 218>>2S RS Q1C 269>>33 218>>25 0>>0~0~-8>>-49>>-59 o 6>>-76>>-130>>8>>-130~-195>>S4>>-73>>-216>>85'-98>>-267>>53>>.74>>-189>>-134'321>>-258>>94>>-61'176>>74>>-111>>-202>>64>>-162>>-268>>119>>7 e-203>>162>>100>>-31>>=157>>154>>42>>141'69>>100>>121>>180'2>>RS 02h 269>>33 217>>33 BS 02B 269>>33 217>>33 BS 02C 269>>33 217>>33 RS 03h 269>>33 216>>83 BS 03B 269>>33 216>>83 RS 03C 269>>33 216>>83 0>>0~0>>0>>0>>Oo 11>>-10>>-15>>-18>>2~25>>51>>17~-58>>-16>>-17>>5S>>5'5'"65>>-136>>7>>-56>>1&o 117>>-59>>-203'32>>-41>>21>>135>>-94>>-286>>196>>-71>>-21>>119>>-148>>-303>>120>>-122'63>>128>>-101>>-261'47>>-75>>-29>>134>>-34'197>>179>>-19>>17>>123>>-56>>-226>>135>>-40'9>>111>>-97>>-304>>135>>-76'37>>127>>-25>>-343>>223~-1R~2~137>>132>>-188'93>>102>>104>>136>>176>>-76>>300>>142>>123>>117>>165'-40'66>>151>>88>>90>>1S2~18'26>>133'8>>BS 05h 265'>>33 216>>00 BS 05B 269>>33 216>>00 BS 05C 269>>33 216>>00 0>>0~0>>-28>>-54>>-52>>56>>137>>84>>82>>76>>53>>-76>>-942>>-964>>-806>>-703>>-751>>-721>>-669>>-662>>-145>>-1530>>-1560>>-1532>>-1R5'7>>-1513>>-1414>>-1286>>-1306>>70>>121>>140'65'9>>-642>>-524>>-1426>>-1393>>-1139>>150>>-240>>-524>>138'30>>303>>108'0>>277~RS Obh 269>>33 216>>00 RS 06B 269'3 216>>00 BS 06C 26'9>>33 216>>00 DS 07h 269>>33 216>>00 BS 07R 269>>33 216>>00 BS 07C 269'3 216>>OQ 0>>0>>0>>0~0>>0~-36'1>>56>>8>>149>>184>>25>>39>>138>>181>>949'691>>2>>193>>492>>289>>1084'814>>43>>380>>75'5>>360>>1145'882>>70>>518>>1010>>322~1129>>1873>>39>>486>>966>>262>>1092>>1806>>49>>45801>>331>>1154'&52 69>>414e 75'5>>385'151>>1826>>59>>393>>767'86>>1052'532>>39>>433>>883>>290>>1007'467>>86>>483>>9RO>>-90>>S13>>662>>141>>399>>750>>8>>407>>567>>1R2>>415>>807>>-94>>51>>135>>118>>433'13>>-274>>-568'918>>101'12>>783>>-482>>-835>>-1243'S 0&h 269>>33 216>>00 BS OBB 269>>33 216>>00 BS 0&C 269>>33 216>>00 0>>0>>0>>-20'>>7~22~-S>>-5>>8~2~70>>9h>>21'5'5>>47'4>>17'5'3~27>>38>>5'3>>24>>R4>>69>>23~38>>61>>21>>30>>124>>39>>65'84>>45'>>91>>191>>47>>90>>157>>40'7>>122'6>>61>>BS 09h 270>>27 218>>25 BS 09C 270>>27 218>>2S 0~0>>-6>>-33>>3~9 o 3~-136>>35>>-172>>44>>-216>>7~235>>34>>-186>>55-137>>39'147>>23~-196>>66>>-165>>120>>-SO>>124>>7>>119>>-160>>103>>-178'S 10h 270>>27 217>>33 RS 10B 270>>27 217>>33 BS lOC 2'70 27 217.33 0~0>>0~-37>>-57>>-58>>-54>>-125>>-165>>73~-2QR>>-245>>-49>>-245'-289>>-53>>-91>>-326>>-366>>-365>>-415>>-61>>-309>>-344>>33~-246>>-25~-58'o54~-264>>-77>>-310>>-339>>-35>>-276>>-291'1~-123>>-79>>47'37>>38>>88~61>>120>>73>>27'01>>RS 13B 270>>27 216>>00 RS 13C 270>>27 216>>00 BS 14B 270>>27 216>>00 BS 14C 270>>27 216>>00 Q>>0~0~0~-91.-620>>"607>>-S49>>-158'1257>>-1135'>>-1023>>-512>>-938>>-527>>942~-470>>-875>>-35'7>>-768>>-400>>-77S>>-468>>-&77>>-446'859>>-296>>-638>>18>>-105>>359>>667>>-270>>-248>>-127>>62>>1497.553.1130, 1230, 1676>>1683>>1S20.1523 1113>>1826>>1919>>3747>>-44.-1180.-2541-2508-2295.-2283.-225'0-2104-2139-1893-1912.-1891.353 3308>>-1869>>W RS 15h 270>>27 216>>00 RS 15B 270>>27 216>>00 BS 15C 270>>27 216>>00 0~0~0>>-18>>108>>234>>-15>>819>>1732>>39>>814'876>>81>>837>>1937>>62>>823>>15'17>>13>>775'1863'2.846>>1932>>100>>862>>1933>>72>>834>>1903>>55>>827>>1900'06>>873~1956>>201>>906>>1935'128>>773~1611>>147>>294'58>>iaR~26'Q C)
closet e Element Straxns Shearon Ha uclear Plant-Unit 1 Pressure (psig)Date (1986)Time (hr:mn)0>>00 9>>99 20>>ii 02/21 02/21 02/22 15129 19>>20 00>>00 30>>10 02/22 05>>38 41>>00 02/22 10>>42 51>>85 02/22 15>>48 51>>80 02/22 20>>07 41>>22 02/23 01>>30 30>>21 02/23 06>>23 30>>24 02/24 04>>00 41>>40 02/24 09>>21 41>>11 02/26 00>>00 20>>07 02/26 05>>36 10>>00 02/26 09'1 0>>00 02/26 17>>03 0>>00 02/27 09>>li Inst.A" im>>Elev>>Ie De (Dg.Hn)(Feet)Equipment Hatch (micro strain)Gages EO 19h 345.58 318 07 EO 19B 345>>58 318>>07 EO 19C 345>>58 318>>07 0>>0>>0>>-67>>Be-12>>-155>>-54e-44>>-326'121>>-71>>-510>>-541>>-102'723>>-720>>-115>>-736>>-690>>-114>>-659>>-727>>-69>>-558>>-724'1S>>-5S3~-695>>-9>>-642>>-406'51 e-649>>-S54>>-57>>-463>>-740'6>>-654>>84'586>>120>>-354>>-239>>-224>>-551>>127>>EQ 20h 345>>59 311>>42 EO 20B 345>>59 311>>42 EO 20C 345 59'11'2 EO 21h 332>>57 312o42 EO 21B 332>>57 312>>42 EQ 21C 332 57 312 42 EQ 22h 337>>48 307>>17 EO 2 B 337.48 307.17 EO 22C 337>>48 307>>17 0>>0>>0>>0.0>>0~0>>0~0~-43>>-16>>7>>-23'29>>-17>>-20>>22'>>-119>>-66>>-Se-58>>-60>>-~8>>-63>>-59>>10>>-250>>-140>>-31>>-138>>-115~"36>>-216>>-165>>19>>-409>>-241'51>>-290'209>>-40'438>>-298>>20>>-580>>-350'90>>-447>>-325>>-59'-6SO>>-425>>29>>-581>>-352>>-86~-453>>-333'58>>-652>>-421>>39>>-477>>-279>>-67>>-382>>-268>>-41>>-563>>353'9>>-356'201'42>>-297'191'28>>-457>>-279>>32>>-350>>-195>>42'295>>-196'30'446>>-273>>40>>-462>>-265>>-57>>373~-256>>-36>>-542>>-335>>45~-464>>-26'9 e-62>>-382>>-260>>-36>>557~-347>>40>>-245>>-131'24>>-227>>-123>>-13>>-368>>-224>>21>>-144>>-65>>-4>>-151>>-63>>-3>>-270'153>>14>>-51>>-Bo 13>>-9S e-16>>30'179'98>>10>>-34>>5>>21~77~-11>>33'161 e-79>>18>>EO 23h 327>>44 297>>96 EQ 23B 327>>44 297>>96 EO 23C 327>>44 297>>96 0>>0>>0>>5~5~-34>>-3>>-14>>-66>>-23'7~-109'-126>>-124>>-174>>-177>>-173>>-231>>-168>>-168>>"226>>-135>>-10S>>-137>>-106>>"197>>.-163>>-95>>-103>>-161'124'128>>-187>>-138>>-135>>-196'86>>-79'135>>-56>>-Sle-93>>-22>>-27>>-47>>-lie->>0>>37~EQ 24h 333,19 297,96 EO 24B 333'9 297'6 EQ 24C 333>>19'97>>96 EO 25h 333>>04 282>>95 EQ 25B 333>>04 282'5 EQ 25C 333>>04 282>>95 EQ 2bh 3'3/>>46 288>>64 EO 26B 337>>46 288>>64 EO 26C 337>>46 288>>64 EO 27h 346>>00 277>>79 EQ 27B 346 F 00 277'9 EO 27C 346>>00 277>>79'Q 28h 346,09 283,63 EO 28B 346>>09 283>>63 EO 28C 346>>09 283>>63 EO 29h 354>>20 288>>63 EO 29B 354'0 288>>63 EO 29C 354>>20 288>>63 EQ 30h 4>>23 298>>12 EA 30B 4>>23 298>>12 EO 30C 4>>23 298>>12 0>>0~0>>0>>0>>0>>0~0>>0>>0>>0>>0~0~0~0~0>>0>>0>>0~0>>0~2~2~12>>26>>-1~21>>3~-1>>30>>3>>-il>>-lie~.e>>27~3~23>>48'4>>2>>-18>>2>>2~19>>63>>18>>33'le 4>>72>>54.lie 7~146>>82>>-2>>77~114>>29'3>>-30>>26>>48>>138'4>>49>>-18>>60'30>>169>>70>>67>>250'60>>45>>275>>245,-65>>41>>14>>-17>>3~67>>84'36>>199>>38>>-36 e 154>>458 363>>203>>165'25>>273>>131>>4S2~380>>-84>>185>>70>>-14>>-16>>91>>121>>493>>301>>51>>-42>>2'>>8 651>>548>>347>>269>>616>>412>>228>>633 e 506>>-ilae 271>>120>>-4>>-'16 e 90>>128>>499>>269>>68>>-49>>230>>662>>529>>339>>272>>619>>420>>224>>637'08>>-117>>268>>126>>3>>-16>>75>>103>>430>>250>>42'46>>207>>575'60>>278>>222>>510>>3S9~207'19>>404>>-120~23S>>100>>-15>>-15>>59>>71>>347>>220>>15>>-42'70>>466>>374>>208>>151>>394~288>>18'05>>292'117>>195>>71>>>>9~-17>>55>>67>>338>>192>>15>>-53>>164>>462>>362>>197'46>>389>>)8>>173>>404>>296'120>>186~70>>-37>>-14>>65>>86>>424>>234>>38>>-53>>195>>560>>450>>268>>203>>507>>347'01>>524 e 396>>-125>>l>>~-18>>71>>80>>433>>266>>23>>-48>>196>>559>>474>>278>>204>>506'47>>214>>527>>396'115'31>>90>>-~5~-21>>47'2>>281>>238>>-31>>27~138>>363>>318>>153>>80>>295>>217>>177>>3>>>>197>>-95>>177>>50'm~22~34>>3>>201'05>>-4S>>-19>>104'60>>239>>110>>39>>189'148>>150'32>>110'74>>148>>33'47>>-20>>14'3'26>>148'50>>-ibe 72'62>>171>>76>>>>0~91>>85>>115'41 e 27>>-68>>114>>9>>-48'18>>be-32>>116'22>>-44>>-24>>63>>151'44'0>>12>>83~72'02'29>>16>>-74>>102>>1>>-59>> Pressure (psig)Date (1986)Tirr>>e (hr'nn)0>>00 02/21 15129 9>>99 20>>11 02/21 02/22 19>>20 00>>00 30>>10 02/22 05>>38 Rose ge Elerr>>ent Strains Shearon H Nuclear Plant-Unit 1 41 F 00 51>>85 51>>80 41>>22 30o21 30>>24 02/22 02/22 02/22 02/23 02/23 02/24 10142 15>>48 20>>07 Ol>>30 06>>23 04>>00 41'0 02/24 09>>21 41>>11 02/26 00>>00 20>>07 02/26 05>>36 10>>00 02/26 09'1 0>>00 02/26 17103 0>>00 02/27 09>>11 Inst>>hzii>>e I>>D>>(Dg>>Hn)Elev>>(Feet)Equipaent Ha (rr>>icro strai tch n)Gages EO 31h 3S7~43 297>>93 EO 31B 357>>43 297>>93 EO 31C 357>>43 297>>93 Ea 32A 354>>17 307'4 EO 32B 3S4, 17 307,04 Ea 32C 354.17 307.04 0>>0>>0>>0>>0>>0>>-6>>2~11>>20>>7~-4>>-13>>3>>20>>56>>-6>>"12>>-12~16>>60>>311>>58>>32'14>>63>>114>>534>>134>>-44>>-15>>89>>164>>732~205>>-51>>-6>>83>>159>>739>>210>>-55>>-4>>74>>132>>627>>104>>-4'~64>>90>>495>>148'38>>5>>61>>94>>489>>13'44>>-12>>65>>118>>601>>164'54'0>>75'22>>609>>171>>-50>>-1>>64>>65>>378>>118>>-30>>2~49>>36>>259>>04~-20>>6>>34'>>146>>57'16>>3~21>>-11>>127>>47'nst>>Azirrr>>I>>D>>(Dg>>Hn)Elevo (Feet)Hain Steair Pennetration Gages (rr>>icro strain)HS 33h 278>>31 HS 33B 278>>31 HS 33C 278>>31 201>>73 201>>73 281>>73 0>>0>>0>>28'6>>40'9>>57~88>>101>>108>>169>>167>>233>>364>>237~363'51>>237>>370>>681>>207>>325'26>>163>>281>>551'50>>275'42>>199>>322>>612>>204>>326>>623>>131>>2S7>>494>>92>>218>>420'7>>175>>344>>41>>167>>331>>HS 34A 269>>42 201>>69 HS 34B 269>>42 281>>69 HS 34C 269>>42 201>>69 0>>0>>0~16>>14>>36>>29>>43>>07>>58>>70>>162>>89>>115>>203>>127>>147>>408>>123>>138>>410>>89>>104>>361>>52~72~300>>49'>>68>>289>>81>>97>>346>>84>>106'56>>14>>60>>250'17>>32>>109>>-40>>4~121>>-51>>5~106>>HS 35h 204>>21 HS 35B 204>>21 HS 3SC 204>>21 HS 36h 201>>50 HS 36B 201~50 HS 36C 281>>50 HS 37h 275>>55 HS 37B 275>>S5 HS 37C 275>>55 HS 38A 274>>28 HS 38R 274>>20 HS 38C 274>>28 270>>50 270>>SO 270>>50 270>>50 270>>50 278>>50 270>>27 278>>27 278>>27 278>>50 278>>50 278>>50 0>>0~0>>0>>0~0>>0>>0~0>>0>>0>>0>>-1>>12>>25~63>>4S>>1>>27~29>>14>>36>>20>>33'2>>55~41>>120>>96>>8>>58>>01>>37~41>>136>>193>>135>>128>>65>>233>>18'9>>139>>164'9>>39>>246>>379'207>>192'15>>429>>384'01>>293>>303'1>>82>>390>>554'14>>240'77>>595>>602'91'93>>466>>56>>125>>504'30>>202>>22'77>>597>>620>>196'20>>469>>43'25>>513>>734>>120>>101'62>>499>>532>>175>>470>>419>>22~110>>439>>634>>43>>130>>146>>382>>432>>149>>400'5'9>>87>>367>>520>>32>>120'34>>370>>419>>138'91>>351>>-11>>00>>350>>509>>113>>169>>150>>402>>515>>164>>462'05>>ll>>100>>440'39>>118>>179'54>>489>>>>175>>476>>412>>12>>104>>638>>-22>>102>>130>>204>>356>>139>>350'24>>-~0>>61>>301>>408>>a~40.110'69'64>>114'82>>264>>-56>>30>>217>>204>>-151>>-10>>68'9>>106>>07>>219'201>>-03>>-0>>134>>166>>-163>>27~58>>43'74'S>>207>>180>>-05>>HS 39h 272>>5S 270>>19 HS 39B 272>>55 278>>19 HS 39C 272>>55 270>>19'S 40A 278>>31 275>>00 HS 40B 270>>31 275>>00 HS 40C 278>>31 275>>00 HS 4lh 270>>21 275>>08 HS 41B 270>>21 275>>00 HS 41C 270>>21 275~00 0>>0~0>>0>>0>>0>>0>>0>>0~39>>21>>4>>19'>>43>>42>>10>>20~40>>BS>>47'3>>36>>96>>95>>~0>>60>>ill~185>>100~<<0 64>>171>>166>>35>>119>>203'40>>178'0>>103'64>>255 50>>106>>327>>549 231>>31>>139>>381>>369>>90>>264>>471>>550~223'2~140>>394'83>>92~264>>479>>402>>165>>5~ill>>333'37'7>>222>>432'94>>104>>-21>>77>>263>>271>>38>>102>>362>>381'5>>-31>>75>>pc'0 267>>30>>175>>351>>463'52>>-i~>>105'19'22'4>>213>>413>>477'61>>Q~104'17>>3>>2~62>>219>>420>>334'6>>-~6~40>>196>>201>>9>>155>>294'47>>31>>3 o~21>>126>>120>>5 112>>210>>155>>-14>>37'~54>>S4>>-16'9'14>>24~-45>>-6>>46>>43>>-10>>4S>>90>>fg I 130>>~
Roset e Element Strains Shearon Har uclear Plant-Un Pressure (psig)Date (1986)Tine (hr:mn)Inst>>hzime Elev>>Io D>>(Dg.Hn)(Feet)0>>00 9>>99 20>>ii 30>>10 41>>00 51>>85 51>>80 02/21 02/21 02/22 02/22 02/22 02/22 02/22 15'9 19>>20 00t00 05t38 10'2 15'8 20'7 Hain Steam Pennetration Gages (micro strain)41>>22 02/23 01>>30 30>>21 02/23 06t23 30>>24 41>>40 02/24 02/24 04>>00 09>>21 41>>11 02/26 00t00 20>>07 02/26 05>>36 10>>00 0>>00 02/26 02/26 09>>31 17>>03 0>>00 02/27 09>>li HS 42h 278>>49 273>>00 HS 42B 278>>49 273 F 00 HS 42C 278>>49 273>>00 0>>0>>0>>23~>>0~20>>42>>47>>53'0>>91>>114>>100>>156>>213>>118>>220>>340>>117>>219>>338>>93>>185'009>>144>>240>>68>>93>>134>>173>>232>>285>>91>>176>>29'3>>42>>109>>200'4>>70>>138>>-18>>29'Bi~-20>>19>>66>>HS 43A 270>>00 273>>96 HS 43B 270>>00 273>>96 HS 43C 270>>00 273>>96 HS 44h 278>>49 273>>00 HS 44B 278>>49 273>>00 HS 44C 278>>49 273>>00 HS 45h 270>>00 272>>78 HS 45S 270>>00 272>>78 HS 4SC 270>>00 272>>78 HS 46h 280>>48 270>>67 HS 46B 280>>48 270>>67 HS 46C 280>>48 270>>67 HS 47A 276>>55 270>>71 HS 47R 276>>55 270>>71 HS 47C 276>>55 270>>71 HS 48h 274>>31 271>>25 HS 48B 274>>31 271>>25 HS 48C 274>>31 271>>25 HS 4'9A 271>>59'70>>69 HS 49B 271'9 270>>69 HS 49C 271>>59 270>>69 HS 50h 278>>27 268>>83 HS 50R 278>>27 268>>83 HS 50C 278>>27 268>>83 HS 51A 269>>40 268>>79 HS 51R 269'0 268>>79 HS 51C 269>>40 268>>79'S 52h 278>>49 283>>70 HS 52B 278>>49 283>>70 HS 52C 278>>49 283>>70 0>>0~0~0>>0>>0>>0>>0>>0'>>0>>0>>0>>0~0~0~0>>0>>0>>0>>0~0>>0~0>>0>>0~0>>0>>0>>0~0>>26>>32>>22'5>>31>>37~18>>24>>22'0>>29>>18>>26>>27>>18>>13>>15>>80~39>>36>>26>>25>>21'2>>23>>27'~31>>3~9>>49'65>>54>>30>>68'8>>36>>53>>57>>79>>71>>49>>63>>64>>48>>126>>78>>120>>84>>75~63>>48>>59'5>>47>>71>>63>>70>>33>>27~74>>106>>107>>41>>103>>118~62>>102>>100'45>>153>>93>>126>>126>>88>>268>>176>>163>>152>>144'17>>68>>118>>117'3>>123>>130>>145>>95>>55>>117>>173>>'84>>76>>153>>150>>113>>188>>187>>298>>290>>134>>257>>190>>134>>446>>317>>2".8>>280>>230>>162>>108>>e~213>>96>>213'1S>>278>>207'8>>169>>249>>275>>100>>192>>195>>183>>263>>239>>503>>417'47>>418>>282>>151>>605>>442>>298>>438>>332>>184'54>>367>>338>>121>>297>>315>>404'25>>172>>176>>253>>271'4>>186>>187>>187>>264>>225>>510>>416'43>>420>>291>>145>>610'38>>298>>440'40>>183>>15}e 360>>343'22>>299>>321>>411>>325>>177>>154>>215>>241>>70>>131>>146>>166>>225>>191>>440>>349>>115>>369>>231>>112>>531'82>>270>>390>>288'48>>119>>312>>29S>>102'68>>283>>361>>271>>142>>126>>172'96>>42>>74~9'1>>137>>181>>141>>357'74>>77~305>>170>>74>>429>>315>>234>>327>>231>>105>>SS>>252>>238>>8'28>>292>>208>>90>>121>>167>>186>>34>>64>>82'34>>175>>129'46>>266>>72'94>>166'1>>418>>301>>228>>313>>>>C'04>>80>>238>>32~76>>215>>223>>285>>200>>88>>152>>207>>227>>60>>113>>130>>159>>2il>>175>>418>>329'103>>358>>220>>102>>521>>370'62>>374>>275>>140>>lii>>292>>285'7>>253>>267>>348'59'30>>154>>212'36>>67'17>>138>>160>>216>>186>>424>>330>>107~371>>215>>106'38'94>>277'84>>275>>136>>115>>305>>292>>100>>261'74>>348>>268>>128>>97>>141>>160'8>>29>>44>>111'46>>110>>283'15>>48>>253>>113'5>>346>>283>>220'68~171>>62>>57>>219>>189'6>>182'88>>23~166>>39>>64>>93>>104>>-13>>25>>-17'9>>98>>61>>196>>148>>22'80>>61>>lb>>228>>213'76>>190>>106'9>>15>>161>>139>>26>>127>>135>>157'06'>>29>>45>>47>>-44~-84>>-84'7>>53~8>>ill>>78>>7~105>>14>>-14>>126>>137>>81>>108>>47>>-11>>-21>>98>>92>>-5>>64>>77'7>>50>>-6>>25>>40>>39>>-49>>-95>>-96>>42>>44>>7~99>>64>>-il>>92>>7~22~109'24>>74>>96>>38'14>>"27 o 80>>79>>-9>>54>>65>>79>>37'8>>HS 53A 270>>00 283'5 HS 53B 270>>00 283>>65 HS 53C 270>>00 283>>65 0>>0>>0>>36>>9>>7~68>>32~3~134>>78>>23'60'67>>56>>379>>266'27>>382>>269>>35 340>>227>>106>>2S3 o 173>>69>>275>>324>>168>>-210>>64, 95, 333>>218 94>>237>>139>>34>>167>>97'7>>96>>69>>26'4>>58>>19>> Rosett Shear on Ham Element Str ains ucleat Plant" Unit, 1 Pre sure (psig)Date (1986)Time (hr'mn)inst>>hzim>>Elev>>I.D.(Dg.Hn)(Feet)0>>00 02/21 15!29 Spt'inq (micro 9>>99 20>>li 02/21 02/22 19>>20 00(00 Line Gages st>a in)30>>10 02/22 05>>38 41>>00 02/22 10>>42 51>>85 02/22 15>>48 51>>80 02/22 4f ceo 02/23 Oft 30 30>>21 02/23 06>>23 30>>24 02/24 04>>00 41>>40 02/24 09>>21 41>>fl 02/26 00>>00 20>>07 02/26 05>>36 10>>00 02/26 09>>31 0>>00 02/26 17>>03 0>>00 02/27 09>>11 SL 17h 269>>38 376>>25 SL 17B 269>>38 376>>25 SL 17C 269>>38 376>>25 SL 18h 270>>22 376>>25 SL iBB 270>>22~376>>25 SL 18C 270>>22 376>>25 0>>0~0~0>>0>>0~5~-10>>-a0~-13>>-10>>-45>>-62>>-46>>-60>>37>>-43>>-121>>-114>>"94>>-122~-91>>-83>>-255>>-138>>-121>>-244>>-171>>-147>>-380'2o0>>-171>>-387'267'0 1-363>>-255'179>>-401'281>>-192~-329>>-202'141>>-343~-232>>-160>>-288>>-129>>-96>>-274>>-175>>-118~-268'143>>-88'267>>-164'105~-308'181>>-115>>-319>>-212>>-138>>-330>>-158>>-112>>-319>>-210'143~257~-24>>-32'194>>-99>>-75>>-208>>25'~-128>>-47>>-40>>-149>>56>>2-78>>-10>>-15>>-127>>45>>30>>-66>>5~-4>>X Pressure (psig)Date (1986)Time (hr'mn)Rosette gage BS 01 Rose age Reduction Shearon Ha~ris Nuclear Plant-Un 0~00 9~99 20>>1 1 30t 10 41~00 51>>85 51>>BO 41 t22 30~21 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 15>>29 19120 00>>00 05(38 10>>42 15>>48 20>>07 01>>30 06>>23 Base Slab Gages A"imuth 269.33 Elevation 218o25 30>>24 02/24 04>>00 41~40 02/24 09>>21 41>>11 02/26 00>>00 20>>07 02/26 05:36 10>>00 02/26 09>>31 0>>00 02/26 17>>03 0~00 02/27 09>>ll Hin Strn(micro strn)Hav, Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Haximum Stress<psi)Shear Stress (psi)Pr inciple Angle(deg) 0>>-63>>0>>-4>>0>>30>>0>>-2058>>0>>-732'e 663'>>0-15>>0-131>>7~69'-4110>>-1017>>1546'6~0-201>>14>>108>>-6279>>-1473>>2403>>-9>>B-216>>55>>13S>>-6361>>323'019>>1>>6 ,-267>>89>>178>>-7660>>278>>3969>>-1>>5-329>>61>>195>>-9903'1211'346'Bel-263'9>>171>>-7638'>>3823'7>>0-177>>95'36>>-4738'333'035>>-4'-210'2>>146>>-5900'06'253>>-9>>4-278>>74>>176>>-8157>>-297>>3930>>-9>>9-206>>122>>164>>-5405'908>>3657'5>>2 37 t 168~102>>435>>5003'284'>>8 20>>179>>79>>2343>>5881>>1769>>21>>9 68>>173>>S2>>-3824>>6163'169'3'20>>182>>81>>2382>>6000'809'8>>0 Rosette gage BS 02 A" imuth 269.33 Elevation 217.33 Hin Strn(micro strn)Hax Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Havimum Stress (psi)Shear Stress (psi).Princxple Angle(deg) 0>>-17>>"60>>0>>13>>52>>Oe 15>>56>>0>>-419>>-1412>>0>>255>>1084>>0>>337>>1248>>0>>0-15>>8-6>>7-145>>108>>126>>-3578>>2062>>2820>>-10>>9-204 t 118>>161>>-5369>>1802>>3586>>-2 e'9-286>>136>>211>>-7827>>1598>>4712>>-2>>5-311>>127'19>>-8690>>1067>>4879>>-7>>4-264>>131>>198>>-7174>>1643>>4409>>-5>>0-197>>134>>165'4981>>2400'690>>->>5-226>>123>>174>>-6021'761'891'>>8-304>>-357>>111>>141>>208>>249'e-8645>>-10042 '15>>1074>>4630>>5558>>-tl 9>>7 252~201'26>>-6110'989>>5049'2'-150 210>>180>>-2787>>5258'023>>27>>0-114>>191>>152>>-1817>>4986>>3402>>29>>5-50>>1S9>>104>>-88>>4571>>2329>>34>>8 Rosette gage BS 03 A" imuth 269>>33 Elevation 216.83 Hin Strn(micro strn)Hax Strn(micro strn)Shr Strn(micro strn)Hiniseum Stress (psi)Ha:rimum Stress (psi)Shear Stress (psi)Principle Angle<deg) 0>>0>>0>>0>>0~0>>0>>0-19>>25>>22'347'34>>490>>7'-31>>71>>51>>-320'961>>1140'2>>9-58>>69>>63>>-1182'633>>1408>>39>>3-53'06>>129'74'044>>2885>>-32>>3-104>>279>>192>>-661>>7889'4275>>-27>>8-148>>205>>177>>-2747>>5134 e 3941>>-29>>4-101>>219>>160'1129>>6025>>3577'28>>4-44>>241>>142'87>>7243>>3178>>-27>>7-63'89'26'199'424'812'27>>b-102>>200>>151>>-1349>>5391>>3370>>-2/>>7-56>>280>>168>>906'401'747>>-24>>4 64>>333>>135>>5219>>11232>>3007>>-22>>8 99>>324>>113'50 11274'512>>-18>>9 84>>269>>9'2 e 5263'390>>2063'8>>0 58~227~85>>4011>>7784>>1887'~3 Rosette gage BS 05 Hin Strn(micr o strn)Hav.St rn (mi c ro st rn)Shr Strn(micro strn)Hinimum Stress (psi)Havimum Stress (psi)Shear Stress (psi)Principle Angle(deg) Azimuth 269.33 Elevation 216.00 0~-145'1545>>-1576>>-1535>>-1498>>-1514>>-1416>>-1289>>-1307>>-1426'1393>>-1140>>Ot-27'40>>-36'9t 138'5'4'9'3'0'21>>140'~59'S3~770'97'18'99'50'84>>680'48'57'40'-4890-49625 99999-48359-46411-47438-44316-40325'41145-44788'43228,-34902 '1 Ot 2247>>16033'62-0~12786>>9'935'1779'0849'812'0792'1399'471'423'~1322'6796'7181>>17787'8238>>17829'6734>>15257>>15176>>16695>>16879>>14279>>0>>0 4>>8-5>>7-5>>9-2>>5->>8-1>>3-2>>l-2>>7-l>>5->>8->>2-1>>1-528>>155>>342'363>>-12S>>7619>>-4>>5 98>>343>>123>>6388>>11864>>2738o 23>>8 60>>3 e c" 133>>5014>>10939>>2962>>25' R Gage Reduction Shearon H Nuclear Plant-Unit 1 Pressure (psig)Date (1986)Time (hr lmn)0~00 9>>99'0>>11 30>>10 41 e 00 02/21 02/21 02/22 02/22 02/22 15>>29 19>>20 00>>00 05>>38 10>>42 51>>85'1~80 41~22 30~21 02/22 02/22 02/23 02/23 15>>48 20>>07 01>>30 06>>23 30>>24 02/24 04>>00 41>>40 02/24 09>>21 41>>11 02/26 00>>00 20>>07" 10>>00 02/26 02/26 05>>36 09>>31 0>>00 02/26 17>>03 0>>00 02/27 09>>11 Rosette gage BS 06 Base Slab Gages Azimuth 269 o 33 Elevation 216.00 Min Strn(micro strn)Max Strn(micro strn)Shr Strn(micro strn)Minimum Stress (psi)Maximum Stress (psi)Shear Stress (psi)Principle Angle(deg) Oo-51>>Oo 71>>0>>61'>>-931>>0~1793'o 1362>>0>>0-20'71>>253>>378>>1787>>4523>>8912>>4941>>15792>>25777>>1577>>5635>>8433>>18'5'F 9 470>>11863>>32850>>10494>>1>>3 10>>-7>>41>>69>>152>>498>>797>>1010>>39>>966>>464>>10472>>31160>>10344 o 1>>0 49>>901>>426>>10180'9190>>9505>>1>>1 68>>796>>364>>9785>>26010>>8113>>1>>4 59~768>>354>>9210>>25023>>7907>>1>>6 38>>, 883>>423'659>>28519>>9430>>1>>9 85>>941>>428>>11717'0810>>9546>>2>>0 138>>754'08>>11593>>25342>>6874>>4>>4 136>>813>>338>>12115>>27201>>7543 Sol 116>>815'49>>11498>>27079>>7791>>2>>7 100>>784>>342>>10670>>2593S>>7632'>>5 Rosette gage BS 07 Azimuth 269>>33 Elevation 216 o 00 Min Strn(micro strn)Max Strn(micro strn)Shr Strn(micro strn)Minimum Stress (psi)Maximum Stress (psi)Shear Stress (psi)P r inc ip le Ang le (deg)Oo-7>>Oo 199>>Oo 103>>0~1691 o 0~6268>>Oe 2288>>0>>0-15>>4 181>>1691>>755>>21940>>99999'6843>>~5 289>>1815>>763>>26546>>99999>>1702&>>-1>>2 359>>1882>>762>>29441>>99999>>16988>>->>9 322>>1874>>776>>28169>>99999>>17313>>-1>>2 260>>1808>>774>>25563>>99999>>172&7>>-2>>1 328>>1854>>763>>28188>>99999'7021>>2'383>>1827>>7 2>>29684>>99999>>16103'1>>8 270'548'39>>23408>>99999>>14252>>-6>>4 276>>1481>>602~22941>>49822'3440>>-6>>2-153>>725>>439'2060~21650>>9795>>-15>>6-16>>591>>304>>5131>>18693'781>>-11'-99>>-919>>-1244>>139>>-272>>-481>>119>>323>>381>>-1813>>-31887>>-44231>> 3478>>-17464>>-27225>> 2646>>7211>>8503>>-7>>5 2>>5 2.0 Rosette gage BS 08 Azimuth 269>>33 Elevation 216>>00 Min Strn(micro strn)Max Strn(micro strn)Shr Strn(micro strn)Minimum Stress (psi)Maximum Stress (psi)Shear Stress (psi)Principle Angle(deg) Oo 0>>0>>0>>0>>0>>0>>0-29>>2~16>>-90S>>-203'51'32.9-31>>4~18>>-944>>-163>>390>>-30>>6-12>>9~10>>"285>>162>>224>>-34'16'9>>36>>1363>>2985>>811~-30>>3 19>>122>>51>>178S>>4079>>1147>>-31>>3 15>>54>>20>>994>>187S>>441'30>>8 22~89>>34>>1539~3050>>756>>-29>>2 18>>119>>SO>>1706>>3952'123>>-30>>6 19>>88>>35>>1440>>298S~773'31>>4 17>>74>>29>>1240>>2S26>>643>>-29>>0 31>>158>>63>>2502>>5318>>1408>>-31>>0 38>>237'00'464'922>>2229'31>>2 34~246>>106>>3451>>8179'364.-30>>7 30>>204>>87>>2917>>6784'933>>-31>>1 28>>154'3>>2379>>5184>>1403>>-30>>5.Rosette gage BS 10 Azimuth 270.27 Elevation 217>>33 Min Strn(micro strn)Max Strn(micro strn)Shr Strn(micro strn)Minimum Stress (psi)Maximum Stress (psi)Shear Stress (psi)Principle Angle(deg) 0~-62~0~-33'e 15>>0>>-2297'>>-1641>>Oo 328e 0>>0-21 F 1-167>>-53>>57>>-S833>>3272'200'7>>5-256'314'404>>-4Sio"380>>-4424>>-3762>>2158>>3231>>-4303>>-6070>>"4432>>4351'409'958'13>>9-16>>9-18>>5-17>>4-18>>4-62'24'14'-55>>-25'7>>145>>195>>198>>177>>8741~102 3~13006>>14888~123 I8~-293>>8>>151>>-9266>>-25SQ>>3358>>-21>>7-300>>-374>>-334>>a>>~4'>~8~139>>166>>171>>-9764>>-12329>>-'10552>> -3573>>-4907>>-2922>>3096'711'815'20>>9-19>>0-20>>8-138>>89'13>>-3530>>1531 o 2530>>>>30>>4-37>>122>>79>>-ST 3537>>1771>>-43'58>>.150>>46>>3293'324'016>>34>>7 25~149'62>>2a21>>4991>>138'8>>5 Pressure (psig)Date (1986)Time (hrimn)0>>00 9>>9'9.20>>1 1 02/21 02/21 02/22 15(29 19>>20 00>>00 Rase Slab Gages R Gage Reduction Shearon Ka uclear Plant-Unit 1 30>>10 41>>00 51>>85 51>>00 41>>22 30>>21 30>>24 02/22 02/22 02/22 02/22 02/23 02/23 02/24 05>>38 10>>42 15>>48 2Q,'07 01>>30 06>>23 04 F 00 41>>40 02/24 09'1 4f~11 02/26 00>>00 20>>07 10>>00 02/26 02/26 05'6 , 09>>31 0>>00 02/26 17>>03 0 F 00 02/27 09>>11 Rosette gage RS 15 Azimuth 270.27 Elevation 216 e 00 Hin Strn(micro strn)Max Strn(micro strn)Shr Strn(micro strn)Ninimum Stress (psi)Ha>:imum Stress (psi)Shear Stress (psi)Principle Angle(deg) 0~-18~0>>234>>0~126~0>>1667>>0>>7278>>0>>2006'>>0 0>>0-16>>1733>>874>>16063>>99999>>19503>>1>>3 27>>1087>>930>>109'16'9999>>2Q742>>4>>4 65~19'52>>943>>20751>>99999'1045>>5>>2 47>>1932>>942>>19971>>99999'e 21023>>5>>1-Oe 1877>>9'39 e 17940>>999'9'9 e 20937>>4>>9'9'f944>>9'40 e 20165>>9999'9'21137>>4>>6 07>>1946>>930>>21364'999'9>>20739>>4>>8 60>>1915>>928>>20212>>99'999>>20698>>4>>0 43>>1912~935>>19648>>99999>>20851>>4>>6 92>>1970>>939>>21775>>99999'e 20941>>4>>8 106>>1954 e&84~24612>>99999'e 19723>>5>>3 121>>1617>>74&>>19326>>9'9999'16679>>3>>7 12S>>680'78'0496~22878>>6191>>11>>S 103>>641>>269>>9411 e 21420>>bOOS~11>>4 Rosette gage EO 19 Equipment Hatch Gages Azimuth 345.58 Elevation 318.07 Hin Strn(micro strn)Hax Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi))(a>:imum. Stress (psi)Shear Stress (psi)Principle Angle(deg) 0~0~0>>0>>0>>0~0>>0-93>>15>>54>>-2834>>-409'1212~-29>>8-171>>-349>>-28>>-49'1>>150>>-5715'11580~-2530'4907'592>>.3337>>-19>>8-15>>8-834>>-16>>-847>>9~428~-617>>5~311>>-19616~-5752>>6932'4>>5-26911>>-7014>>9540>>4-832>>-801>>104>>22'09'60>>515'26722>>-25506>>-23364>> -8483~-4623e"4Q3~10442~11481~9120>>20>>2 25>>5 29>>1-777>>-648>>-711>>215>>-45>>5>>496>>301>>358>>-22702>>-2108'22614>> -588>>-7644>>-6643>>11057>>6722>>7986>>20>>3 5>>6 17>>1-796>>-698>>-616>>-580>>368>>420>>497>>404a 502>>563>>556>>532>>-21836>>-18155>>-14883>>-13869>> 4133>>6967>>9935>>9874>>12904>>12561>>12409>>11872>>32'33'35>>6 35'Rosette gage EO 20 Hin Strn(micro strn)Hax Strn(micro strn)Shr Strn(micro strn)Ninimum Stress (psi)Hnximum Stress (psi)Shear Stress (psi)Principle Angle(deg) Azimuth 34S>>59 Elevation 311.42 0>>0>>0~Oo 0~0~0>>0-44>>7~25~-1323 e-198>>562>>2'-119e 5~57>>-3036>>-1287~1274 e 1>>9'250>>-4Q9>>-31'5'10~179>>-581>>-89>>246>>-582>>-477>>-356>>-350>>-462>>-464>>-BS>>-67>>-42>>-42>>-57>>-62>>240>>205'S7~154~202'01'19362>>-15044>>-11756>>-11541>>-15259>>-15367>> -0283>>-6603>>-4731'46&/e-6229>>-6401>>5539>>4581>>3512>>3437>>4515>>4403>>2>>1 1>>0>>4-ef>>8>>0-8269>>-13518>>-19364>> -3377>>-5529'-8402>>2446>>3994'481>>1~7->>1 1>>9'246>>-24>>111>>-0055>>-3116>>2470>>-~9-145~3~71>>-4643>>-1488 e 1577>>3'-53>>15>>34>>-1564>>-46>>759'10>>0-36>>23'0>>-932>>399'65>>-11~0 Rosette gage EO 21 Azimuth 332.57 Elevation 312,42 Bin Strn(micro strn)((ax Strn(micro strn)Shr Strn(micro strn)Ninimesm Stress (psi)Hn>:imum Stress (psi)Shear Stress (psi)Principle Angle(deg) 0>>-29>>0>>-11>>0~9~Oe-1045'~-636>>0>>204'>>0 35>>8-66>>-20'3'2285>>-1277>>504'4>>2-297 a-32>>133~-145>>-29'50~-4904'2300>>1302>>14>>3-391>>32'00~-460>>-468'46>>-43>>207>>212'9781>>-1509&>>-15318>>-12749>> -3866>>-5069~-5849>>-4738'958>>4614>>4734>>4005>>9>>7 10,1 10>>7 9>>2-300'5~137>>-9707>>-3660>>3064'>>l-299>>-381>>-26'28~137>>176>>-9770>>-12395>> -3678>>-4533'046>>39'31>>7>>2 0>>5-389>>-28>>180>>-12665>>-4624>>4020'>>2-227>>-13>>107>>-73S7>>-2573>>23'92 o~7-152>>2>>75 e-4864>>-1507>>1678~5~5-97>>32'4>>-2701>>91>>1436>>7>>3-70>>W 34>>56>>-2179>>~326'22,C-5>>6 I LA 0 Ro Shearon Har Gage Reduction Nuclear Plant-Unit 1 Pressure (psig)Date (1986)Time (hrlmn)0>>00 9>>99'2/21 02/21 15'29 19>>20 20>>ll 30>>10 02/22 02/22 00>>00 05>>38 41>>00 02/22 10>>42 51>>85 02/22 1S>>48 51>>80 41'2 30>>21 30>>24 41>>40 41>>11 02/22 02/23 02/23 02/24 02/24 02/26 20>>07 01>>30 06>>23 04>>00 09>>21 00>>00 20>>07 02/26 05>>36 10>>00 02/26 09>>31 0>>00 02/26 17>>03 0>>00 02/27 09>>11 Equipment Hatch'Onges Rosette gage EO 22 Azimuth 337>>48 Elevation 307.17 Hin Strn(micro strn)Hax Strn(micro strn)Shr Strn(aicro strn)Hinimum Stress (psi)Haximua Stress (psi)Shear Stress (psi)Principle hngle(deg) 0>>0>>0>>0>>0~0>>0>>0-28'5>>21>>-734>>213>>473>>24>>3-75>>22~49>>-2185>>-17>>1084>>20>>9-670>>-577>>57>>52>>-234>>37'455'7>>-669'8>>135 246 3SB 364 314-7103>>-14154>>-20SS1>>-20813>>"17873>> -4869'991>>-3171>>5492>>-1061>>3021>>-45S7>>-3848>>8113>>7013>>10>>6 14>>7 9>>3 9>>2 8>>4-466>>-4S6>>-554>>-570>>-374>>41>>50>>58>>52>>28>>253>>253>>306>>311'01>>-14452>>-14061>>-17111>>-176S9>>-11668>> -3152>>-2782>>-3451'3781>>-2696'650>>5639>>6830>>6939>>4486>>7>>h 8>>0 8>>3 8>>2 7>>3 272~lbe 144>>-8507>>-2098>>3204>>4>>9-180>>11>>95>>-5624-1381'122'>>9-162>>19'0>>-4975>>-951>>2012>>2>>4 Rosette gage EO 23 hzimuth 327>>44 Elevation 297>>96 Hin Strn(micro strn)Hax Strn(micro strn)Shr Strn(aicro strn)Hinimum Stress<psi)Haximum Stress (psi)Shear Stress (psi)Principle hngle(deg) 0>>0>>Oe 0>>0>>0>>0>>0-36>>7~22>>-1082>>-118>>482>>13>>3-71>>3>>37>>-2249>>-593>>828>>16>>1-110>>22'4>>3722'1761>>981>>6>>0-185>>-114>>36~-6996>>-5411>>793>>23>>6-245>>-163>>41>>-9361>>-7529>>916>>24>>4-238'1Sh>>41>>-9079>>-7251>>914>>"22~5-209'124>>42'7830>>-5941'45>>21>>b-175>>-94>>40>>-6463>>-4665>>899>>22>>0-169>>-87'1>>-6229>>-4381>>924'8>>3-198>>-113>>42>>-7392>>-SSOO>>946>>20'-210>>-124>>43>>-7888>>-5968>>960>>24>>0-151>>-71>>40>>-5478>>-3699>>889'26>>1-104>>-45>>30>>-3748>>-2430'59>>26>>0-49>>-20>>15>>-1759>>-1099>>330>>14>>9-37>>-11>>13'1287'695'96>>7'Rosette gage EO 24 Hin Strn(micro strn)Hax Strn<micro strn)Shr Strn(aicro strn)Hinimum Stress (psi)Hnxiaua Stress (psi)Shear Stress (psi)Principle hngle(deg) 0~0>>0~0~0~0>>0>>0-3>>17>>10>>58>>502>>222'0>>5 2~23~12>>166>>71S>>274'2>>5 2>>48>>25>>397>>15 S 564>>3~3-10>>91>>Si>>550>>2812>>1131>>-15>>5 27 e 131>>7'9>>405>>3918>>1757>>-14>>7 Azimuth 333.19 Elevntion 297.96-24>>13S>>80>>522>>4080>>1779>>-12'-24>>111~68>>287~3316>>1514>>-14>>0-26>>81>>53>>-47'329>>1188>>-18>>0-27>>77'2>>-137>>2179>>1158'17>>9-21>>94>>57>>221>>27&1~1280'14>>8 32~95>>63>>-10'711'409>>-19>>6-51>>~.>>s>>2 e 52>>-1129>>1172'151>>-32>>4-60>>35>>47'1572>>534>>1053'38>>9 5>>7~14>>36>>-1673>>-85~794'3>>h-56>>6>>31>>-1709>>-328'90>>3&>>5 Rosette gnge EO 25 hzimuth 333.04 Elevation 282.95 Hin Strn(micro strn)Hnx Strn(micro strn)Shr Strn(aicro strn)Hinimum Stress (psi)Hnxiaum Stress (psi)Shear Str ess (psi)Principle Angle(deg) 0>>0>>0~0~0~0>>0>>0-1>>48>>25~428~1533~SJ52~-42'15>>81>>33>>1244'719>>737>>-31>>S 34>>153>>60>>2554~5210>>1328>>-20>>9 37~337>>150>>nno3.11083>>33nO.~>>3 49~495>>~23>>6307>>16257'975>>3>>7 67>>500>>216'918>>16567>>4825'1>>9 41>>430>>195>>S419>>14103'342>>2>>1 11~351>>170>>3705>>11299>>3797'>>b 15>>339>>162'707>>10936>>3615>>2~7 38>>424 e 193>>5251>>13869>>4309>>>>4 20>>436>>20'791>>140&S>>4647>>5>>3-68>>318>>193>>877>>9477'300>>18>>0-99>>255'77'705>>7179>>3942>>23>>0-104>>179>>141>>-1598'712'155>>2S>>8-Ble 153>>(-1122>>411'617>>23>>b Pressure (psig)Dote (1906)Time (hr tan)0>>00 9>>99 02/21 02/21 15t29 19t20 R Gage Reduction Shearon Ha Nuclear Plant-Unit 1 20~11 30~10 41~00 51~85 51~80 41 22 3Q~21 30~24 02/22 02/22 02/22 02/22 02/22 02/23 02/23 Q2/24 00:00 05t38 10:42 15148 20107 01130 06:23 04:00 41>>40 41>>11 Q2/24 02/26 09>>21 00t00 20>>07 02/26 05>>36 10>>00 02/26 09131 0>>000>>00 02/26 02/27 17>>'03 09>>11 Equipment Hotch Gages Rosette gage EO 26 h"iauth 337,46 Elevation 280.64 Hin Strn(micro strn)Hax Strn(micro strn)Shr Strn(micro strn)Hiniaum Stress (psi)Haviaua Stress (psi)Shear Stress (psi)Principle hngle(deg) 0>>-6>>0>>38>>0>>22>>0>>189>>0>>1172>>0>>492>>0>>0 26>>1-13>>04>>49>>396>>2566>>1Q85>>20>>5 27~23'32>>1430>>7334'952>>10>>1-4~~464>>253 309Q>>14394>>5652>>6>>5-51>>659>>3S5>>4684>>20519>>7918>>6>>2 57~671>>364>>4581>>20821>>8120>>6>>1 52 5&Q~316>>3900>>17907>>7043'>>2 r-46>>R70>>258>>3029>>14537>>5754>>4>>7-56>>465>>260>>2653'4275'811'>>4-59>>566>>312>>3542>>17460>>6963>>5>>4-54'65>>309>>3684>>17491>>6904>>5>>6-29'66>>197>>2567>>11375>>4404>>4>>4-20>>261>>141'858>>8120>>3135>>3>>4-16>>162>>09>>1031>>4996>>1982>>~2-24>>151>>07~606>>4587>>19SO>>ol Rosette gage EQ 27 h-iauth 346>>00 Elevation 277.79 Hin Strn(micro strn)Hox Strn(micro strn)Shr Strn(aicro strn)Hiniaum Stress (psi)Hoviaua Stress (psi)Shear Stress (psi)Principle hngle(deg) 0>>"13>>0>>6>>0>>10>>Oo-374>>0>>53>>0>>213>>0>>0-22>>5-0>>61>>31>>572>>1949>>689>>-20>>0 47>>148>>108>>301>>70>>116>>3313>>S347>>6453>>13542'570>>2597>>-21>>7-15>>9 256>>561>>152>>13530>>20323>>3396>>-12>>0 258>>543>>143>>13425>>19700>>3101>>-12>>9 206'38'76>>307>>135>>124>>11126>>009'4>>i7131>>13639>>3002>>2773>>-14>>0'13>>1 132~377>>123'795>>13262>>2733>>-13>>9 190>>463>>137>>10477>>16504>>3053>>-12>>6 191>>72>>487>>326>>148>>127>>10727>>5397>>17340>>11076>>3306>>2039>>-12>>2-10>>6 35>>243>>104>>3428>>0009'2330>>-0>>0 19>>174>>77'275'723'724>>-7>>0 10>>147>>68>>1710>>476'525>>-7'Rosette gage EQ 20 h-imuth 346.09 Elevation 283.63 Hin Strn(micro strn)Hax Strn(micro strn)Shr Strn(aicro strn)Hinimum Stress (psi)Hoviaua Stress (ps,i)Sheor Stress (psi)Principle hngle(deg) 0>>-3>>0>>S2>>0>>28>>0>>404>>0>>1637>>0>>617>>0>>0 2>>5-3>>147>>75>>1310>>4646>>1664'>>9 45>>251'03>>3S22>>8424>>2301>>3>>5 131>>425>>147>>0248>>14000'276>>->>9 220>>bib>>194>>13151>>21010>>4334>>-1>>4 224>>619'97>>13060>>21860>>4404'2 207>>510>>152>>11465>>18227>>3301>>>>2 105>>394>>105>>9648'4323>>2337>>-~4 173>>389>>108>>9234'4059>>2413>>~2 201>>507>>153'1250'8004>>3417>>-1>>4 213>>507>>147>>11633>>18104>>3276>>-2>>6 174>>298>>62>>0394>>11149>>1370>>-8>>7 140>>190>>29'636'657>>644>>-24'01>>125>>22>>3787>>4?5'8S>>20>>2 70>>116>>23>>3322>>434?>>512>>33>>2 Rosette gage EO 29 h"imuth 354>>20 Elevation 280>>63 Hin Strn(micro strn)Hav Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Hnxiaua Stress (psi)Sheor Stress (psi)Principle hngle(deg) 0>>0>>0>>0>>0>>1 0>>0>>0-ii>>49>>30'16>>44S>>664>>40>>0-12>>119>>65>>7R1>>3662'461'4'-115>>326>>220>>553>>9276>>4914>>19>>7-140>>516>>332>>219>>150o3~7R02>>10>>1-186>>7Q7>>446>>045>>20754>>9955>>16>>7-191 o 711'51>>?14'0845>>10065 o 16>>7-100>>570>>379>>-192'6714>>8453>>16'-156>>300>>-726>>12640>>66&7>>14>>8-16~>>RR5>>303>>-88&>>12652>>6770>>15>>2-179>>579>>379'175>>16730>>0457>>15>>b-167 o 5?9>>373>>224'6061>>8319>>15>>3-111'38'24'297>>9707'002>>10>>9 77~235>>156>>-219>>6752>>3486>>5>>8-60>>142'05>>-012~3065>>2338>>-a>>7-75>>129>>102>>-1148>>3404'276>>-3>>1 r or
Rose age Reduction Shearon Harris Huclear Plant-Unit 1 Pressur e (psig)Date (1986)Tiae (hr(an)0>>00 9>>99 20>>11 30>>10 02/21 02/21 02/22 02/22 15>>29 19;20 00>>00 05>>38 Equipaent Hatch Gages 41>>00 Si>>85 02/22 02/22 10>>42 15>>48 51>>80 02/22 20>>07 41>>22 30>>21 02/23 02/23 01>>30 06>>23 30>>24 02/24 04>>00 41>>40 02/24 09>>21 41>>11 02/26 00>>00 20 F 07 02/26 05'6 10>>00 02/26 09>>31 0>>00 02/26 17>>03 0>>00 02/27 09>>ii Rosette gage EO 30 hziauth 4.23 Elevation 298.12 Hin Strn(aicro strn)Hax Strn(aicro strn)Shr Strn(aicro strn)Hiniaua Stress (psi)Hnviaua Str ess (psi)Shear Stress (psi)Principle Angle(deg) 0>>0>>0>>0~0>>0~0>>0-20>>4>>12>>-606'74>>-266>>15>>9-31>>14>>22'858>>137>>498'>>8-18>>41>>29'-170>>1130>>650'>>9-15>>187>>101>>1312'812>>2250>>-4>>7-5>>272~138>>24S6>>8630>>3007>>-2>>9 3~268>>135>>2462>>8504>>3021>>-1>>4-16>>235>>125>>1745>>7342>>2799'2>>1-30>>196>>113'29'956>>2513>>-3>>0-37>>186>>111>>602>>5564'481>>-1>>3-29'>>223o 126>>1221>>6826>>2003>>-2>>b-26>>232~129>>1394>>7137'872>>-2>>9-43>>178>>111>>338>>5274>>2468>>-4>>b-49>>150>>99>>-127>>4300>>2214'F 1-52>>118'5>>-5 6 3259'092'8>>4-61>>104>>83>>-961>>2737>>1849'~2 Rosette gage EQ 31 A=iauth 357.43 Elevation 297>>93 Hin Strn(aicro strn)Hnx Strn(aicro strn)Shr Strn(aicro strn)Hiniaua Str ess (psi)Haxiaua Stress (psi)Shear Stress (psi)Principle Angle(deg) 0>>0>>0>>0~0>>0>>0>>0 7>>12>>9~-107>>307>>207'3>>9-13>>29>>21>>-145>>786>>465>>6>>7-12>>61>>37'85>>1817>>816>>6>>1-16>>115>>66>>599>>3524>>1462>>5'-17>>165>>91>>1052>>5112'030>>-4>>6-6>>160>>83>>1335>>5030>>1048>>2'-5>>133>>69'127>>4198'536>>-4'-4>>100>>52\817>>3147>>1165>>~M>>9 7~96>>52>>684'000'150>>-9>>2-14>>119>>66>>704>>3661>>1479'5>>2-10>>124>>67>>865>>3863'499>>-7>>9-14>>78>>46>>306>>2342>>1018>>-22>>0-16>>54>>35>>12>>1557>>773>>-30>>4-24>>34>>29>>-439'>>847~643>>44>>0-30>>22>>26>>-730'21>>576>>37>>3 Rosette gage EO 32 A=iauth 354>>17 Elevation 307.04 Hin Strn(aicro strn)Hax Strn(aicro strn)Shr Strn(aicro strn)Hiniaua Stress (psi)Hnxiaua Stress (psi)Shear Stress (psi)Principle Angle(deg) 0~0>>0>>0>>0>>0>>0>>0-11>>27'9>>-89'769'>>429>>-25>>6 22~66>>44>>-59>>1900>>9'80>>-19~8-50>>329>>190>>1546'0018'236>>-12>>7-65>>554>>310>>3234>>17048'907>>-10>>5-74>>755>>414>>4857>>23340>>9242>>-9>>5-76>>760>>418>>4829'23488>>9330>>-9>>2-64>>643>>354>>4093'9'067>>7807~-8>>7-50'07'79'267>>15696>>6214>>-8>>5 57~502>>279>>2969'5434'233>>-8>>7 72~619>>346>>3632'9048'708>>-9>>2-67>>-37>>627>>386'47'12'839'498'9321>>11947>>7741>>4724>>-9>>1-7>>7-24'63>>144>>1735>>8151>>3208>>-7>>1-17>>146>>81>>868'499'816>>>>~7-24>>128>>76>>452'836>>1692>>-2>>0 Rosette gage HS 33 Nin Strn(aicro strn)Hnx Strn(aicro strn)Shr Strn(aicro strn)Hinia>>ua Stress (psi)Hn::iaua Stress (psi)Shenr Stress (psi)Principle Angle(deg) 0>>24>>0~43'>>10>>0~1185'~1617>>0>>216>>0>>0 26>>b 52>>95>>22>>2553'531>>489'4>>3 92>>179'43>>4637'569.966>>19>>3 162>>369>>104>>8689>>13321>>2316>>9>>2 222~666'22'3426'3339>>4956>>10>>6 Nein Steaa Pennetration Gnges A=i auth 278.31 El ovation 281>>73 220>>698'39>>13669>>24336>>5334>>10>>9 188>>644'20'2150 22335>>5092>>11>>7 149'66'09'10152.19455>>4651>>10>>7 144>>556>>206>>9914>>19093>>4509'0.7 183>>629'>>3~11028>>21777'975>>11>>1 187'40'227~12063>>22180>>5059>>11>>3 123>>503'90>>8725>>17201'238>>0>>6 88~424>>160>>6846>>14361>>3757>>6>>5 46'45'50'764>>11444'340'>>0 C 39, 8 333>>147>>4434>>10974'270,'3>>7
R Gage Reduction Shearon Ha.Nuclear Plant-Unit 1 Pressure (psig)Date (1986)Time (hr>>mn)0>>00 9>>99 02/21 02/21 15>>29 19>>20 20>>11 30>>10 02/22 02/22 00>>00 05>>38 41>>00 02/22 10>>42 51>>85 02/22 15>>48 51>>80 02/22 20>>07 41>>22 02/23 01>>30 30>>21 02/23 06>>23 30>>24 02/24 04>>00 41>>40 41>>11 02/24 02/26 09>>21 00>>00 20 F 07 02/26 05>>36 10>>00 02/26 09'1 0>>00 02/26 17>>03 0>>00 02/27 09'>>11 Rosette gage HS 34 Hain Steam Pennetration Gages hzimuth 269>>42 Elevation 281>>69 Hin Strn(micro strn)Hax Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Haximum Stress (psi)Shear Stress (psi)Principle hngle(deg) 0>>10>>0>>42>>0>>16>>0>>727>>0>>1434>>0>>354>>0>>0 26>>2 25>>91>>33>>1669>>3134>>733>>14>>0 44>>176>>66>>3089>>6037>>1474>>18>>9 66>>306>>120>>5021>>10386>>2683>>18>>1 82>>452>>185>>6940>>15190>>4125>>20>>3 74>>458>>192>>6737>>15312>>4287>>20>>9 43>>407>>182>>5266>>13384>>4059'20>>8 14>>338'62>>3694>>109'14>>3610'0>>0 12>>326>>157>>3504>>10505>>3501>>20>>1 37~390>>177'908>>12783>>3938>>20>>7 43o 398>>178>>5166>>13087>>3960>>20>>0-6>>270>>138>>2378'555>>3088>>15>>7-31>>203>>117>>966>>6169>>2601>>13>>8-54~127>>90>>-511>>3525'018>>10'57~113>>85>>-749>>3046>>1898>>11>>2 Rosette gage HS 35 hzimuth 284>>21 Elevation 278.50 Hin Strn(micro strn)Hox Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Haximum Stress (psi)Shear Stress (psi)Principle hngle(deg) 0>>0>>0>>0>>0>>0>>0>>0-1>>25'3>>209'92>>291>>1>>1 27>>55~14>>1388>>2014>>313>>44>>0 55>>145>>45>>3145>>5141>>998'9>>0 105>>216>>56>>S424>>7904'240>>17>>2 148>>243>>48>>7038>>9'170>>1066,>>33>>4 149>>230>>41>>6939>>8750>>906>>36>>0 10S>>185>>40>>5118>>6890>>086>>-32>>0 31>>157 63>>2495'311>>1408>>~-.17>>5 20>>146>>63>>2037'848>>1405'17>>8 90>>173>>42>>4510>>6378>>934>>-3~>>0 89>>182>>46>>4587>>6661>>1037>>-33>>6 37~144>>90>>212>>4234>>2011>>-16>>3-99>>11'0'2033>> 2798o 2416>>-10 AS-155>>72'14>>-4257>>820>>2538>>-8>>1-166>>61>>114>>-4712>>3S7>>2534>>-6>>5 Rosette gage HS 36 Azimuth 281>>50 Elevation 278.SO Hin Strn<micro strn)Hax Strn<micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Haximum Stress (psi)Shear Stress (psi)Principle hngle(deg) 0~0>>0>>0>>0>>0~0>>0 2~66>>34>>568>>2074>>753'1.8 2~134>>66>>1327>>4277>>1475>>12>>5 14>>248>>117>>2813>>8033>>2610>>14>>7 63>>468>>203'466>>15502>>4518>>18>>0 103>>683~290>>9810>>22756>>6473>>23>>0 96>>697>>300>>9728>>23118>>6695'4>>1 83>>591>>254>>0304>>19621'659'5>>1 63>>469>>203>>6474>>15534>>4530'7>>4 52>>456>>202>>6023>>1S023>>4500>>27'74>>572>>249'029>>18935>>5553>>25'85>>579'247>>8232>>19249>>5508>>25>>3 50>>373>>162>>5148'2374>>3613'1>>7 16>>267>>.125>>3067>>8654>>2793>>38>>6-41>>187>>114>>470>>5570>>2550>>-41>>5 57~175>>116>>-149>>5028'588>>-41>>0 Rosette gage HS 37 hzimuth 275>>55 Elevation 278,27 Hin Strn(micro strn)Hax Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Haximum Stress (psi)Shear Stress (psi)Principle hngle(deg) Oo 0~0>>-0>>0>>0>>0>>0 9'>>31>>11'95>>1086>>246'6>>1 12'3>>35>>1171>>2752>>79'1~36>>3 22>>176>>77~2395'810>>1708>>29>>2 30>>344'57'236'12S2>>3500>>23>>9-16>>566>>291>>409'6>>17871>>6487>>20>>6-21>>505>>303>>4917>>18448>>6766>>19>>1-37>>529>>283'891'6515>>6312>>18~8-58>>456'S7>>2509>>13976>>5733'9>>3-67>>447'57'150>>13616>>5733'9>>3-45.51'81>>3504>>16061>>6279>>18>>4-43>>S31>>287>>3704'6S02>>6399>>18>>0"88>>410>>249>>1106'>~2~>>5558'0>>4-113>>339>>226>>-364'732.5040>>~0>>9-133>>269'01>>-1662>>7310'406~20>>7-133 255~194>>-1793>>6843>>4318>>20>>6 Vq p
Pressure (psig)Date (1986)Time (hremn)0>>00 9>>99 20>>11 30>>10 02/21 02/21 02/22 02/22 15>>29 19>>20 00>>00 05>>38 te Gage Reduction Shearon s Nuclear Plant-Unit 1 41>>00 51~S5 51~80 41~22 30~21 30>>24 02/22 02/22 02/22 02/23 02/23 Q2/24 10>>42 15>>48 20>>07 Olt30 06>>23 04e00 41>>40 02/24 09>>21 41>>11 02/26 00>>00 20>>07 02/26 05:36 10>>00 02/26 09>>31 0 F 00 02/26 17'3 0>>00 02/27 09>>11 Rosette gage HS 38 Azimuth 274 e 28 Hain Steam Pennetration Gages Elevation 278.50 Hin Strn(aicro strn)Hax Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Haxiaua Stress (psi)Shear Stress (psi)Principle Angle(deg) 0>>28>>0~41>>0>>he 0>>1277>>0>>1S&5>>0>>144>>0>>0-38>>5 38>>196>>79>>30S7~6599>>1756>>-7>>1 35~383>>174>>4759>>12527'884>>-6>>3 69>>567>>249>>7624'8742>>5559>>-9>>3 115>>740>>312>>10735>>24667>>6966>>-7>>1 113>>745>>316>>10734>>24827>>7046>>7>>7 102>>643>>271'384>>21459'037>>-7>>2 78'29'26>>7532'7594>>5031>>-8>>2 71>>518'24>>7212>>17193>>4990>>-8>>3 91>>648e 279'9107'1534>>6213'>>3 94>>648>>277>>9203>>215S5e 6176>>-7>>6'8 e'20'86>>5551'3852>>4150'10'16>>298>>141'360>>9643'141'12>>7"24>>182>>103'81>>5581>>2300'16>>1'-28>>170>>99>>733'150>>2209>>-16>>1 Rosette gage HS 39 Azimuth 272.55 Elevation 278.19 Hin Strn(aicro strn)Hax Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Haxiaum Stress (psi)Shear Stress (psi)Principle hngle<deg) 0~4>>0>>39>>0~17>>0>>493>>" 0>>1269>>0>>388>>0>>0 0>>0 13>>85>>36'212>>2830>>809'1>>1 28>>186>>79'661>>6184>>1762'~3 49>>349>>150>>4892>>1159S>>3352>>-4>>1 24>>S56>>266>>6090>>179S5>>5933>>--6>>4 5>>S57>>276>>5496>>17789>>6147>>-6>>1-16>>493>>254>>4214>>15552>>5669>>-8>>4-37>>410>>223'742'2703>>4981>>-10>>B-46>>397>>221>>23~5~12201>>4938>>-10>>7-24 e 474 e 249'3778 e 14868>>5545>>-8>>6-14>>489>>251>>4239>>1S448>>5604'8>>8-42>>350'96'011>>10759>>4374'11>>7"51 e 2&7>>159>>914>>8018>>3552>>-14>>4-62>>180>>121>>-260>>5151>>2706'18>>7-69>>162>>116>>-653 4508>>2581>>-18>>8 Rosette gage HS 40 Azimuth 278>>31 Elevation 275.00 Hin Strn(micro strn)Hax St f n (mi c ro st rn)Shr Strn(micro strn)Hinimum Stress (psi)Haximua Stress (psi)Shear Stress (psi)Principle Angle(deg) 0>>0~0>>0>>0~0>>0>>0 14>>47'6>>895>>1627>>366>>23'23>>108~42>>1757>>3647>>94'23>>0 39>>191'6>>3070>>6456>>1693>>-23>>8 66>>2'93 e 114>>4S91>>9957>>2533>>-24>>1 83>>425>>171>>6712>>14338>>3813>>-23>>9 82>>442>>180'835>>14855>>4010>>-23>>7 67>>381>>157>>5780>>12790>>3S05>>-22>>0 43>>306>>131>>4295>>10153>>2929>>-21>>2 42~300>>129>>4201>>9968>>2883>>-21>>2 63>>364>>151>>5477>>12213>>3368>>-~~el 63>>363>>150>>5472>>12179>>3353'21.'9 20>>229>>10S>>2832>>7500'334>>-21>>6 1~149>>74>>1458>>4755>>1648>>-21>>8-1S>>66'0>>164>>1967>>902'2'-18>>55'6>>-45>>1580>>813>>-24>>4 Rosette gage HS 41 Azimuth 270.21 Elevation 275.08 Hin Strn<aicro strn)Hax Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Haxiaua Stress (psi)Shear Stress (psi)Principle Angle(deg) 0>>10>>0>>48'>>19>>0>>769>>0>>1632>>0~432>>0>>0 1'20>>111>>45>>1708>>3736>>1014>>-1~~35~203'4>>304S>>6798>>1875>>-0>>0 58>>328>>13S>>4975>>10992>>3009>>1>>3 89>>472>>191~7353>>15895'271>>2>>S 91>>480>>195>>7478>>16170'346>>3'65>>434>>184>>62QS>>14439>>4116>>4>>~37>>363'63>>4641>>11926'642>>3>>2 37~352>>158>>4527'1560>>3516>>3>>5 62~415>>177>>5942>>13S26>>3942'>>2 61>>421'80>>5960>>14009>>4025'>>5 9>>294>>142'087>>9443>>3178>>~7-Se 210>>108>>1845>>6646>>2401'2>>6-17>>115'6>>554 3497>>1471>>-4'-18>>98>>~~58>>348'945'1299>>(-2>>8 I f5
Rose e Reduction Shearon Harri lear Plant-Unit 1 Pressure (psig)Date (1986)Time (hr>>mn)0>>00 9>>99 02/21 02/21 15129 19t20 20>>11 30>>10 02/22 02/22 00>>00 05t38 41>>00 02/22 10>>42 51>>85 02/22 15>>48 51>>80 02/22 20>>07 41>>22 02/23 01>>>>30 30>>21 30>>24 02/23 02/24 06>>23 04>>00 41>>40 02/24 09'1 41>>11 02/26 00>>00 20>>07 02/26 05>>36 10>>00 02/26 09>>31 0 F 00 02/26 17>>03 0>>00 02/27 09>>11 Hain Steam Pennetration Gages Rosette gage HS 42 hzimuth 278>>49 El evation 273>>00 Hin Strn(micro strn)Hax Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Haximum Stress (psi)Shear Stress (psi)Principle hngle(deg) 0>>0~0>>0>>0>>0>>0>>0 20>>24'~855>>946>>46>>-22>>5 42>>53>>-6>>1832>>2091>>129>>"0>>0 70>>114>>22'306>>4299>>496>>1>>2 100>>213>>57>>5212>>7755>>1271>>~5 118>>340>>111>>6999>>11968>>2484117>>338>>ill>>69S1>>11896>>2473>>2>>1 92>>301>>104'812>>10473>>2330>>3'68>>241'7>>4471>>8334>>1932>>3>>5 66>>233'3>>4340>>8064>>1862>>ST 3 91>>286'7>>5651>>9993>>2171>>4'90>>29S>>103>>S672>>10248>>228841>>201>>80>>3217>>6781>>1782>>4>>1 13>>138>>62>>1746'S31>>1393>>2>>8-18>>81>>50>>191>>240S>>1107>>1>>3-20>>67>>43>>-11>>1925>>968>>2>>5 Rosette gage HS 43 hz imuth 270.00 Elevation 273>>96 Hin Strn(micro strn)Hax Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Hax imum Stress (p s i)Shear Stress (psi)Principle Angle(deg) 0>>0>>0>>0>>0~0>>, 0>>0 16>>32'>>823>>1178>>178>>38>>0 38'5>>13>>1846>>2437>>296>>-39>>8 68>>113>>23'259>>4266'03>>-21>>6 110>>191>>40>>5324>>7123>>899>>-17>>l 163>>282>>60>>7874>>10534>>1330>>-13>>S 167>>280>>56>>8011>>10517>>1253>>-15>>8 150>>245'7>>7133>>9234>>1050>>-10>>6 124>>198>>37'839>>7488>>825>>-8>>8 118>>189'36>>S571>>7156>>792>>-11>>3 148'31>>41>>6918>>8769'26>>-12>>5 150>>239>>44>>7073>>9054>>990>>-11>>4 94>>163>>34'558>>6087>>764'li>>0 62>>106'2~2989>>397S>>493'12>>l 27>>49>>11>>1331>>1832>>251>>-18>>2 22>>43>>10>>1108>>1576>>234>>-23>>8 Rosette gage HS 44 hzimuth 278>>49 Elevation 273>>00 Hin Strn(micro strn)Hax Strn(micro strn)Shr Strn(micro strn)Hinia>>um Stress (psi)Haximum Stress (psi)Shear Stress (psi)Principle hngle(deg) 0~0~0>>0>>0>>0>>0>>0 14>>38>>12>>820'341>>260>>-12>>2 26>>82>>28>>1624>>2859>>618'14>>6 34>>125>>46>>2266>>4299'1017>>-16>>0 59>>167>>S4>>3478'888'205>>-23>>6 82'13>>66>>4640>>7567>>1463>>-21>>6 75>>206>>66>>4361>>7286>>1463>>->2~2 63>>153>>45'3462>>5465>>1002'1S>>9 40>>92>>26>>2163>>3322>>579'9>>2 33'3>>25>>1848>>2957>>554>>-6>>7 56>>135'0>>3061'825>>882>>-13>>4 64>>141>>39>>3383>>5105>>861>>-10>>9 18>>44>>13'98'S69>>286>>4>>6-25>>-4>>ll>>852>>-382>>235>>-38>>7-92>>-36>>28>>-3283>>-~03'>>>625>>-22>>7-105>>-41>>32'3734>>-2299>>717>>-21>>5 Rosette gage HS 45 hzimuth 270,00 Elevation 272.78 Hin Strn(aicro strn)Hax Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Haximum Stress (psi)Shear Stress (psi)Principle Angle(deg) 0>>0~0>>0>>0>>0>>0>>0 16>>25>>4>>744>>937>>96>>-31>>7 34'9'>>13>>1640>>0~'>>1'>281>>-16>>2 52~110~29>>2721'003>>641'23>>9 97>>204>>53>>5035>>7412>>1189>>-22>>9 151>>270>>S9>>7403'0044>>1320>>-30>>9 146>>267>>60'194>>9892>>1349'-35.9 131>>227>>48>>6331>>8474>>1072>>-37>>4 98>>181'2'835'690>>928'43>>7 89'7'3>>4S01~6422>>961>>43>>4 123>>211'4'936>>7906>>985>>-40>>0 128>>218'5>>6177>>8182>>1002>>-36>>6 75~146>>35>>3790>>5366>>788>>44>>5 41>>99>>~9>>2247>>3546>>649'5>>7-S>>60>>32o 412>>1861>>725>>26>>1-.19>>36>>-97>>15 7.812'4>>l S e Gage Reduction Shearon I s Nuclear Plant-.Unit 1 Pressure (psig)Date (1906)Time (hr(mn)0>>00, 9~99 20>>11 30>>10 41>>00 02/21 02/21 02/22 02/22 02/22 15>>29 19'0 00!00 05'8 10'2 Hain Steam Pennetration Gages 51>>05 02/22 15>>48 51>>00 02/22 20>>07 41>>22 02/23 Oi>>30 30>>21 02/23 06>>23 30>>24 02/24 04 F 00 41>>40 02/24 09>>21 41>>11 02/26 00>>00 20>>07 02/26 05>>36 10>>00 02/26 09131 0>>00 02/26 17:03 0>>00 02/27 09:}1 Rosette gage NS 46 h=imuth 280.48 Elevation 270>>67 Hin Strn(micro strn)Hax Strn(micro strn)Shr Strn(micro strn)Ninimum Stress (psi)Haximum Stress<psi)Shear Stress (psi)Principle Angle(deg) 0~0~0>>0>>0>>0>>0>>0 17>>32>>8>>832~1169>>168'9>>'9 40>>80>>16>>2300>>3024'62>>11>>4 76>>162>>43>>3970>>5076>>953>>26>>2 106>>327>>110>>6508'1421'457'0>>9 124>>526>>201>>8990>>17940'475>>13>>7 122>>531>>204'960>>18082>>4557'3>>0 100>>455>>170>>7545'5466>>3961>>11'66>>369>>151>>S632>>12378>>.3373'1>>1 61>>357'48>>5366>>11965>>3299>>li>>2 8'9>>433'72'976'4637>>3831'1>>8 95>>437>>171>>7191>>14026>>3817>>11>>1 38>>293>>128>>4025'714>>2045>>11>>4 14>>205>>9S>>2407>>66S5>>2124>>11>>9-12>>117>>65>>731>>3610>>1440>>11>>8-14>>102>>50>>534>>3131>>1298'o8 Rosette gage HS 47*-imuth 276~55 Elevation 270>>71 Hin Strn(micro strn)Hax Strn(micro strn)Shr Strn(micro strn)Ninimum Stress (psi)Haximum Stress (psi)Shea~Stress (psi)Principle Angle(deg) 0>>16>>0~28>>0>>6>>0>>703>>0>>10S9>>0>>130>>0>>0 25.7 45>>67>>11>>2057>>2S46>>244>>24>>3 80>>133>>27>>3828>>5017'94>>22>>5 134>>257'2>>6731'477>>1373>>-2>>5 151>>418>>134'800>>14768>>2984>>->>5 14S~420>>130>>8629'4779>>307S>>1>>7 112>>73>>369>>307>>129>>117>>7090>>5251>>12036>>10475>>2073>>2612>>-2>>1-4>>9 70>>295>>112>>5059'0067>>2504>>-4>>2 102>>359>>128>>6680'2405>>2063>>-2'104>>373'34>>6886>>12077'995-S>>0 39>>259>>110>>3730>>8633>>2452'9>>6 8>>180>>90>>2062>>6060'999'12>>2-22>>113>>68>>360>>3392>>1512>>-14>>0-'>9~98>>63>>25'055>>1415>>-13>>1 Rosette gage HS 40 A"imuth 274.31 Elevation 271>>25 Hin Strn(micro strn)Hax Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Haximum Stress (psi)Shear Stress (psi)Principle hngle<deg) 0>>0>>" 0>>0>>0>>0>>0>>0 1>>92>>46>>899>>2943>>1022>>21>>2 78>>167>>45>>4090'077>>993>>-43>>1 150>>281>>65>>7464>>10385'461>>-18>>6 226'48.111>>11489>>16441>>2476>>5>>3 290>>606>>154>>15293>>22155>>3431>>-1~8 297>>611>>157>>15299>>22309>>3S05>>-2>>8 269'33>>132'3666>>19544>>2939>>"4>>2 232>>430>>99>>11519 15931>>2206>>-4>>0 226>>421'8>>11209'5562>>2177>>-6>>4 260>>522'31>>13200>>19130'925>>-4>>7 277>>539'131>>13962>>19000>>2923>>-3>>0 220>>346'3>>10326>>13128'401>>-0>>0 174>>230>>28>>7739>>0997>>629>>11>>0 63>>144'0>>3306>>5190>>902'0>>3 55>>128>>37~2965>>4613>>824>>30>>5 Rosette gage HS 49 h"iaeuth 271.59 Elevation 270.69 Hin Strn(micro strn)Nax Strn (mi c ro strn)Shr Strn(micro strn)Ninimum Stress (psi)Haximum Stress (psi)Shear Stress (psi)Principle Angle(deg) 0>>25>>63>>0>>40>>04>>0>>7>>11>>0>>1182>>2801>>0~1SOO~3203>>0>>159>>241>>0>>0 14>>2 5>>2 114'54>>20>>5120'007'44'4>>5 10493>>132'>>a 15739'074>>4>>9 162>>182>>281>>439'0>>129>>7836>>9991'79'44, 132>>9960>>15850'945>>6>>2 146>>392>>123'409>>13882'737>>4>>4 104>>328>>112>>6466'1463'499>>3~7 103>>314>>106'209>>11001>>23S6>>4>>S 13'9>>375~110>>0006>>13205>>2639>>4'135'84~125>>7906>>13546'780'>>S 62>>268>>103>>4526>>9127>>2301'~7 19~190'5>>e>>4)0 6226>>1099>>~6-11>>108'0>>698'3S5~1320>>->>7-14>>>>96>>g)55~485>>2931>>>>3~-1>>8 og Gage Reduction Shearon H Nuclear Plant-Unit 1 Pressure (psig)Date (1986)Time (hromn)0>>00 9'>>99 02/21 02/21 15>>29'9>>20 20>>11 30>>10 02/22 02/22 00>>00 05>>38 41>>00 02/22 10)42 51>>85 02/22 15l48 51>>80 02/22 20>>07 41>>22 02/23 01>>30 30>>21 02/23 06>>23 30>>24 02/24 04>>00 41>>40 02/24 09>>21 41>>11 02/26 00>>00 20>>07 0'>/'6 05>>36 10>>00.0>>00 02/26 02/26 09>>31 17'03 0>>00 02/27 09>>11 Rosette gage HS 50 Hain Steam Pennetration Gages*" iaeuth 278.27 Elevation 268>>83 Hin Strn(aicro strn)Hax Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Haxiaum Stress (psi)Shear Stress (psi)Principle Angle(deg) 0>>0>>0>>0~0>>0>>0>>0 21>>26>>3~918>>1044>>63>>-29'>>5 44>>60>>8~1963>>2320'78>>--32>>5 57>>128>>36>>3030>>4615>>793>>-23>>1 63>>258>>97>>4474>>8813>>2170>>-28>>8 94>>398'52>>6788>>13582>>3397>>-26>>4 98>>395~149>>6908>>13542>>3317>>-24>>9'2~346>>137>>5591>>11699'054'24>>5 46>>279>>117>>4144>>9344>>2600>>-25>>0 45>>267>>111>>3980>>8949>>2485>>-23>>b 70>>326'28>>5355>>11056>>2850>>-23>>6 69, 338>>135>>5419>>11434>>3007'24>>5 7~240>>117>>2505>>7708>>2601>>27'-28>>182>>105'46>>5528.2341>>-26>>8-49>>119>>84>>-408>>3342>>1875'23>>9-49>>102>>76>>-602>>2778>>1690>>-22>>7 Rosette gage HS 51 A"imuth 269.40 Elevation 268>>79 Hin Strn(micro strn)Hnx Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Haxiaum Stress (psi)Shear, Stress (psi)Principle Angle(deg) 0~0~0>>0~0~0>>0>>0 21>>l7 3~933>>1069>>68>>-35'38>>72'7'896>>2667>>386'31>>7 54>>139>>43>>3050>>49S5>>953>>-18>>8 74>>240'3>>4658>>8349>>1846>>-21>>1 93>>343'25>>6237'1811>>2787>>-19>>5 95>>348'27>>6341>>11987>>2823>>-19>>1 75>>310'17>>5368>>10599>>2616>>'19>>8 53>>2S5~101>>4127>>8639'2256~-21>>5 Sl>>248>>98>>4006o 8400>>2197'20>>9 71>>29'3>>111>>5047>>9999>>2476>>-20>>0 73>>301'14'192>>10294>>2551'20>>1 33~211>>89~3081'044'981>>-21>>0 9>>152>>71>>1754>>4930'588-20>>1-13>>86>>49>>402'602'100>>-17>>0-18>>73>>46>>125>>2158>>1016>>-17oB Rosette gage HS 52 h" ia>>uth 278>>49 Elevation 283'0 Hin Strn(micro strn)Hox Strn(micro strn)Shr Strn(micro strn)Hinimum Stress (psi)Haximum Stress (psi)Shear Stress (psi)Principle Angle(deg) 0~0>>0>>0~0~0>>0>>0-0>>40>>)0~369>>1272>>451>>-28>>3 22~75~26>>1415>>2588>>586>>-18>>0 55>>145>>45>>3133>>5152'009>>-3>>4 96>>280'2>>5726>>9842>>2058>>5>>9 166>>410>>12'>>>9207'4642>>2717>>9>>0 173>>416>>121>>9476'4893'708'~5 140>>363'11>>7941>>12907>>2483>>5>>1 88>>293>>102>>c 6 l 10186'282'>>8 87>>286'9>>5507>>9940>>2217'>>9'28>>349>>111'410'2357'473>>5~3 124>>353>>114>>7310>>12417'S54>>7>>7 34>>236'01>>3347>>7860'257>>8>>9 5>>161>>78>>1712'175>>1732'>>b-6>>88>>47'32'734>>1051>>5'-8>>79>>44>>489>>243774>>>>8-Rosette gage HS 53 h"imuth 270.00 Elevation 283.65~~Hin Strn(micro strn)Hax Strn(a>>icro strn)Shr Strn(micro strn)Hinimum Stress (psi)Haximum Stress (psi)Shear Stress (psi)Principle Angle(deg) -8>>37>>22>>109'092>>491'7>>6 0~0>>0>>0>>0>>0>>0>>0 Spring Line 3>>68>>33>>735>>2187>>726>>-3>>0 Gages 23'34>>56>>2023>>4S01>>1239.~2 56>>260'02>>4261>>8826>>2282>>2>>6 126>>379'27>>7638>>13291>>2827>>3>>0 135>>382>>124>>7948>>13460'756'>>>4 106'40>>117>>6636>>11853'60'9>>>>9 69>>283'07>>4891>>9676>>2393>>->>8 64>>275'06>>4664>>9384>>2360'~4 95>>324>>114>>6110>>11218'554>>>>1 94>>333'20>>6170>>11518>>2674>>1>>l 34o 237'02'339>>7869>>2265'~1 17>>167>>75>>2150>>5498>>1674>>1>>6 25>>97'6'723>>3324>>801>>6>>9 8>>1408,"Tt 2881>>~737~S.3~t ub D
Pr~re (psig)Date (1986)Time (hr:mn)0>>00 9>>99 20>>11 02/21 02/21 02/22 15:29 19>>20 00>>00 Ros Gage Reduction Shearon Ha uclear Plant-Unit 1 30~10 41~00 51>>85 51>>80 41~22 30~21 30~24 02/22 02/22 02/22 02/22 02/23 02/23 02/24 05>>38 10>>42 15>>48 20>>07 01>>30 06>>23 04'00 41>>40 02/24 09>>21 41>>11 02/26 00 F 00 20>>07 02/26 05>>36 10>>00 02/26 09>>31 0>>00 02/26 17>>03 0>>00 02/27 09>>ii Rosette qaqe SL 17 Spring Line Gages Azimuth 269>>38 Elevation 376>>25 Bin Strn(micro strn)Hax Strn(micro strn)Shr Str n(micro strn)Minimum Stress (psi)t(aximum.Stress<psi)Shear Stress (psi)Principle Angle(deg) 0>>0~0~0>>0~0>>0>>0 6>>~C C~8>>15>>-639>>38>>338>>-40>>4-62>>-30>>16>>2257'1546>>356>>-44>>1-122>>-92>>15>>-4780>>-4105'37'3>>3-271>>-393>>-104>>-157>>84>>118>>-9648>>-14037>> -5920>>-8776>>1864'631>>-18>>3-13>>9 365'35>>306>>-177 o-135 o-77 o 94'00'15'13313>>-11975>>-10501>> -9140>>-7521'5391>>2087>>2227>>2555>>-4>>9-9>>8-16>>5-274>>-313>>-347>>-82>>-111>>"95>>96>>101>>126>>-9515>>-11024>>-11966>> -5219'6516>>-6340>>2148>>2254>>2813>>-10>>7-.8>>7-15>>0-309>>21>>165>>-9653>>-229'6>>3679'23>>5-267'3>>165-7915>>55'678'25>>1-207>>85>>146>>-5768>>736'252>>-26>>4-171>>74>>122>>-4751>>710>>2731 o-25>>0 Rosette qage SL 18 Azimuth 270>>22 Elevation 376>>25 Bin Strn(micro strn)Hax Strn(micro strn)Shr Strn<micro strn)Ninimum Stress<psi)Raximum Stress (psi)Shear Str ess (psi)Principle Angle(deq) 0>>0>>0~0>>0~0>>0>>0-21 o-9>>6>>-751>>-490'30>>-12>>2-69>>-35'7>>-2522>>-1760>>381>>-30>>6-125>>-80>>23>>-4745'3740>>503>>-15>>5-250>>-391>>-402'-345>>-141>>.-197>>-191'158>>55>>97>>105>>93>>"9323>>-14353>>-14637 '12509>>-6885>>-10018>> -9934'8343>>1219>>2167>>2352'083>>-13>>4-8>>2-4>>2-6>>1-277'115>>81'9933>>-6317'808>>-7>>6-270>>-320>>-321>>-102>>-137>>-141>>84>>92'0>>-9568'11516>>-11584 '5843>>-7417>>-7552>>1863>>2049>>2016>>-7>>S-5>>2-6>>7-204>>-65>>69>>-7137>>-4040>>1549'15>>5-141>>-26>>5>>7~-4748>>-2190>>1279 o-19>>9-94>>2~48>>-2972>>-846'063>>-24>>3-78>>8>>43>>-2419>>-483>>968>>2>>2
APPENDIX WJE XVII.WJE DEFINITIONS AND INSTRUCTIONS FOR USE OF DATA OF APPENDIX WJE, I THROUGH XIII EBASCO SERVICES IHCORPORATED WQE XV ll-I jZ Mlf E GEFIIIITIIII D AIID alDThhucTIDIIS Faa VI&OF ghjlh OF APPOINIII Wl J Q'X TRRb~hA<lil%Heal ibF.~Orhide h~b uu VC~P@?+aq Pr z-xxlQLbg I<<'p~vuuc'F), OF.OtTP=TEH:+A.TDI 1 I i yl 4, H pc i)t+L-Lt-uckCf&TCriiP&At'vi4c" f P:di/I+I'IOgt'JYffIh OPI gFIIDf OhfF O j l4$'l*IhE'IDT DA7AI'IDREOQI)Q Fk W N I I~I I~i~ch C H&41'A,vA LA8ELS i.If=.'fhflhhfh. lcflh H,OIA: Df>F~f g-QeL.W~&idS'i,bpaki'-I~~~ wV~l wp i.L V~Tic'-h'4 disPLA~&ledT ,-~i'~~lI~p.='yr,sw Nhoi4s oIstwe'&~4~p 'I~I i Cg.graf/'iPiv[8-fdf I HATcg g.hPiug QiSPL/tf~&&d !HQ." iHA4 gT~-'isa'gNCthg AQb RhPids i OV', P%5 MPH f.A.L Piggy.y~b-q-f(F,&Og C I t" qgpgP g~E q/f7A LABEL-5 hhgg f i I I~I I I i (P.P.x=Ah/&8&g)f<g k.'Kg-"~cgvifbrt&vT HkTI-g~lg P~f=MgiN 5$PP~Afric A g,gk.Xg=Sf/.1&6 uH&~~~~0 J 8 sx~.=B~: s~e I j'litho Ci+45 0+1 A I I i g I I I I f f~dg<dPfwi'0 THE l,hgk4J<LOMB/~y~'i's i g~r iPi*QL,f.Bh("V'II II.'IID fhOODIWT FOIIFI A lfku ItAI+di='TH6 Tl2lg~I I H/fif/fi.'/fi HY M ROgPrig.gCWI<dhnbd TH&@TNT~~5 i I lode/O'Nh.,TIOQ .qgf->4~pi~f15 hah%5+4~fI'I I I=I I I Q.lHF gh.rh f'fii upi Ii=h g~S~~~~safe ci~~~eoi~q~~I ii oa use~myrTe-P,a,e, CmQiH J5, i-inc~.i f Ag r I I I i I~~ 'E8ASCO SERVICES INCORPORATED iA~~~~t/~~~~~tWdt OEFIHtTIOHS A<0 ltd'STRocTio45(dR Vs~4<oAcA uF-APPCN 0)x vd4&q T.THEO UCSH Xl l l e I I hie)HA~h>y>Wc~t~)AVION II>"", R~CS5f Cvh ICW QL,OgfiSLO~. 6 O'Q('g~AQ$'t/6'$871 C'~, 8LoCM'4%k+1sHo~If+h I I~t~AS@'54AS INST iL.<<~r-riIL qritig I 0~O I.I 0 0 fi lifer I Lirllcrpr fr'lII~0 Ol)5 tiig ukb~IZ'*ay 0T if III ILAIL C.AIZI*00 IS 05, I'TIIR.i 4 0.Sg 5 tid.r4~c!4(p i C i cii SV'0'T Ci p Qqg cp 4'ig f HG4 I 0 PF~oi=ldl4 irl JTII 7 i 1~H>ilia/7'6 OG+S~~~&~~~I S8 to kl)n c9~5 is Sar'~I do0 I 0 Zi u C4 5A CI I I<<~lN~mV'.kl 8 r~ePeuhwuga I I I I~RTO~I I I~~~I HO,/II I i l 2 U~H8~lc, A%OQE/hlQ<5&q=t oc~u J,tu vo48 I IJ0./jJ0'Llrr TI'0 FDIC TIIC EILI&~taT5~pARTtli?k FoQ~kv 2oz~r I I I I'UCPArg&: 4i I KgidcS 4 H 5.juu~g~I I TH+h}f~~r l I
APPENDIX EB I.AIR TEMPERATURE DATA FROM SIT MEASUREMENTS S 0 0 Jacal/L4 T I V~tlATE, GXTEklog, C'OH Dl il DH Cxf gtaR.hi@T&ap.(p)Sd LAC ghD'IhT(unJ eius 5PKeo (gpss)PRIE>PithflorJ <l~l D Sz 0 7r2 0 Or07 0 7r7 0~Ig lhETCOR,O I 0Cj[~L OATA o s9 9s<9.9 0 ry'7 0 0 0 rn O 0 Z X 3: X n lC EXTERIOR A~R.TGNlkr (F)4/g1/pg, SOLAil P hcMTI rIr~~uo sPcEn (MPH)PRt<il'ifhT)09 as)0 55 2 0 TS gcvJar.Eereg.low AN Te~l (l")SDWa RhbthVlod plldb Sl'~(~pH)P Qf Qf'iT~T)OQ +0 33.7 0 lr7 0 3<r l dr0'L HrR<'y'f*/Q f gr~cr(L rc-5)fc M'cgecrr r!Or)>cAI-STATION g$b~g PgglATlog lS iQ LAQ<iL<5 94K Hl<~TC+ID'I 8 ll]~A>10 bh&T6'MLS hS I V<Cqg,O~PO l.E.UC t 4 (y,7 0 r'2Q 37r 8 or O'I 0 qS,V yr 4-9 (o.E+69 orOI 0+r5'2.g X m X m CS Z.C C'7 l tll n O ill n ill x n O EBASCO SERVICES IHCORPORATED bY JOHN Mellblleb OAYE~14',..y Cre~.,.~lr Z+micr f EKPERhTI/R~< ILl Xal4f S dF DLSPLAI-EQCHTS >&A oUlQINCz wIREg-54f.'l l dI-4 t t1'i C~,h c~B 6 IT CvEgq'TZ ZORIL$ZOVe, TEMPERATURC (I-l A V(7 TEMP(P)COMH&M7$Ogot I'6Th A.T P&~lf, Ali~Z 2/D'r 7lr I@, fu9r98'0 7I 43&7d,30$24/I 0 7179f 7lrlCO 24/s~71 SIO 70.7dd'71 5'33 7o.53+iMEASU 8'EM fdt I S.vFRTIC'Ai FWR EL'1'I Dr 75$0 gl., 265.dg A'T ABIMdIH 17'-DP 5TAkl'i/D3 7>,930 PEA<PS>c, 9.7s~el/O+70.&$2.&9.492 44.74D 7lr4SC<9 9M C+a2 e]/o7 71.5 P>1P,'2S 0 7l.zf 3'o.loc, Ch LSD a I'2.o9 49./bi MEASURCHf uT I 6'CENTI"4I.piLOQ E I~%3IOE O>&I, 280.ag AT A-I Mured+5'-oo Qvo'5 STp RZ PEP@SSIq 4 3.9Q, 11 e P7$69.8 43 44>ZI/0~(09.924 (4.13o 22/Oa Iel&lt'9 98o&4,Sod 71492.70.03 8 64,I8+3/o9 gq/yq 7lr&9 Ce 71 e4 S&7P,3'<P,C'25'o4.051 71.>75 7P r I 8'7 IMEhSOQM&I.IT i4 Vt;,LTIChl. Filo~i K>.44o.ol-,o ji'l Q',Op pT ABiNIuA.I'229" 0 o r OII 04 3.894 STAR 1 1Ir414 PEAkpSIq (99M Gk.o94 PS/D7 7(I.2$0 44;P5 f 7I Z.S'g 7oilPG s<.SN q.<9o 64.25 3 7lr03 X 7P IPD HE.hSV QMEnlT IS V&VVI CAI-PROM El.410.4%7'0 EI~r 2fb.yg AT>RIM 078+g-42.l 3VOs 5TART C f.l'30 H/o9 7I$82.1 P.3D4 7 0,+30 P EAK PSICi 7 2W/ns 7I AO 7PE 700 Z3/Di"llr'3 f'k 7P 53$t'4.W74 ql.842 7P.493 HChauQCMtHT IC, VErfIChL fkoM 6L.Wlo o D w9 fl..2g(rDO AT ARiMdt'H RLs-DD BOOTEE: RNP C4r Ikg I'0.212 C Cl E8ASCO SERYlCES INCORPORATED 8k'.L 5/tr Iy JOHN MANCJIAK g)ATg ,...~C/>e..~>>zI---.gg~g~)ygg95 IQ XOHP5 dP PLSPLA<GM~T~ &EhSURIHC1 mkCg-q,-.r-O-g QIA C~E wyo(I I I g~SIT<<EvT PEAK Atty R+/oP 7l VSV 70.Iog zvz zoos g ZOV a Ve<PaaATu e C (Fl Ra/OI 7li 5'g4 7o 53P AVC7 To<P'(F)'7I 42.0 7P~522.COMNI&AT$IyIEACMREMEIlf.I5 VeRTiCaL, FROM I=Lr Q 7 gr7+Td LL..9.84 oo aT Api~gTH 4F-oO VIVog WyOP 64.IA 5YAg.g 7l.S 6'i PEAK ps)q 7u.53P CHp&3hl 0 Z3/oa~TP R1 PEAK poly oAso C'f.gl d a+/PI 70.52O'l legg4 44.n~W4/oh Iran@, o.az.l G 4.~+7 7l>Of I 7o.9&l G4.490 7l 47'o.6P<Eh'S~JIZGMEuf I5<fkT)4L.FROM&L, 575r'5 90 El r QPgrPO AV hR'IMIJTH l 35'>>OQ IyIehSVkflCHT 'IS Vet TIKI FROAI 5L.3q5.75 I O cg, wg4,.o0~T'vinivrH CaS-Oi wvo9 STAR l PEAk PSl4 C4'Jga 1I.70P 7l~II4 Z>/OS 7leg g'L 7o,+&7l C4~70"IOP MEhSJILENIEH'T I 5 YE<fl caL Fi20M EL.Sate,Sg TO gL, Qgg,r~g AT AX>~MJ'TH 3I4-57 WD l c7 c s.ohio 5TART 7lr Pgg C4 A~V W/p4-7l~'4&45 dl2 7li+74 MEACVREMC4T IS IZr'Ib\hl h'r AV)IVlQTH I(p~r dE h'ID RLi 386.SO PEAK Fslcj&0,PI8 7o&M 70~E~b EBASCO SERVICES IHCORPORATED l~lil~SY JOHN MA>CIIAK OATE.~CHKQ.IY X~~~l DATE lsd'h~<<I<<t ~l~e5 Sneer 1HOI2, SIT EvEH+%Thar P&Ag Pelt~'7I i8a 9 420 RTZ ZONe zoos yp~p~~A~~<<(z~E4w a>/uy 7l~5'8~V(.qq>70.304)0.op'i Avc)TEMP(F)7 I.&45'0.14K COMM&gyp IvlkhStII2CHgh4l'5 khDIRL AY hZ>HATH 9 0-05 hue EI,, 3PS,dg.vl Dl+I'/OZ 5TAg;T'7lifZ,P PEAK P5(gI 70.4la I=H P 6 42sg 64.lss H'4V2.+3/pC 7D.0 IO C5 782 C k.aux'I r7k'4'7oigl l Jh&Aqlli2Qlvl6NC I 5 RAOIQL.ht'ZIMUTH IQC-2O hug El., 3~o.+2 A'D lb STP RT 7Ii>82.7I.$9$7I.S?7 INCRSVR.F.QE-A7 l 5 RA,DIPI.ht'Ri&VTH'9d-00 4uD EI..8+6.OO PaPX PSlq 7D.3Q+7d.%ox 7o.+05 EH@$4.3r, (y4 472 C+.4 l8 WR)8 STAR I Z3/Oa 7I.SSa 7lig72 7I 427 MEgSVRQHc rlt LS kADtRI-At AWiMLI'f H 90-a 1 CI..5oB.io PEAk P5I Ci 7D.304?D,q70 70.&37 5TART 7l~go Cf.I.S8 RZ/OI ZWJO~P4/dc 7l 995'72M IHIP<4+AXG 7I'PSS M c45(P R E M EH T I S iZ+Dr*4 At hgleurlI S4lt'-S(hhO QI, 236'FAKPSI6 70.21I'4~D.C IO VI.4aa VI ll4 7o.855ly+.994 K782 CiS&OS~030 EBASCO SERVICES IHCORPORATED Fg g-4/Q gegPBthrua&S lu Zoot', 5F-P<>PLAr'-EAWr~ e&hSURIHC~ WIR&c S 1T.<VELDT RfZ XONE ZO<a TEMPERAORE (I-I Ave>~~a(r-)COM H&O'P$5Th A.T PCiKAIC, 1l 68m 7O.XB.z>/or 24/o~W/oG 7l~59('y 73.4G f 7I>708 l0>l>>IO 7I>4yg'll>lip II>955>0,8~'3 thKASV<C MEAT 16 PA')irk<<AT@~>PMPH f IATcH hT AzlNl OTtl~4k-oo AQD FLi'319>0 c'Z 5R 5'7'EAK PUBIC Zn/o(7I7OP 1l~l 1+Gs,>$'z C5'COAL 6~>030 zw/o7 7l$50 gC'.1O3'71.5'i 0'70>8 7 I NEASJREKEVT i5 kw>>AV PT EQVIPlethlT HhTc H Py AWlguTq'54'o" hey EL, Qld>ga ERE+9TAg'T PEAK P51$Q5'.030 71 708 7l>II+e4/O l 70.520 7I.384 8'EASVRB<ggy i5 ghbiAi hT Egoism Mtgf HhfcH Pg AglnhV,H 8%2->1 hug ELi WQF>00 Ek 35'ARY PEAkPSlr, 5'030 o/or 71,70 g 7l>ll+(4470 a.<o)?o.ply 70,GIB&4,SSa'71 i ll 4 INCRSJRCMCuT I<Qhg'AL g'T@V>PSST H+fcrl h1'RlHMVH>34-5g PHD CL>'297>")?.5TaRT 84/pq 71>330 54.r,7o 1 I>33 o PFAKPSICa RNQ 7o.G'Lg G+.!FGC

EBASCO SERVICES IHCORPORATED ey Jeeel~Meeecllee Qeye~ei CC<<>>y~CAP~beye~s/S eeeeeey, (DqTAIYIYYAIIIT AIRTselPDIA eesi (sj ill=I=TYIeeeec'D SLTYIIee LII D*yeee I aeeg TIIAD Ol-vhL g" dkCH~T5/Pip SCfIAlc Cd OhTI/ri AP&)0-Oi-T&5t l CASIif~H;-dry QI,R,Cc'TIDkl H QIgamr t.gt act: T-'X C PI.-A'k.I PR<55V R 6-.IPHp I aF T&or re4p~ck aik (r)0>>~-6:RcmcC SETvfgcpJ yp,vugg Avp'X'-~I I I I;~l I.I TYIS&e(F)DIA-EQL~ACC SET'w@gv', OA re%@MD'I I.1+9W~2 lF&0'fDI7a ZING-+3 0 XSCWSD i QC-40,+z.+AC~(o 2-8b-P Ti.75'Q-$7>WP ZZC37S 1>2.@-372 S'8'I'I I'-GD7-7I 0 9CI-St)..So-4'go+HCQ Y I e e I l~I I e I~~(l I-G;5!peg I 7e I I I

t(O>~D g qgD<O~s/IJTIQ+TQ T (Q C 4 pF-~~)tAt-l3E~~I4l-)e~e I gd,lg PwqruILb 0 Ii-F~yg$'e" g$(R,~rae,w~TArt h(0 E~O dr-v."s'r l5 e Q+I-e~ APPENDIX EB II.THERMAL COEFFICIENT DATA FOR CONTAINMENT WALL, WALL TEMPERATURES F8 Ii-I/~EBASCO SERYlCES INCORPORATED J MAueHAy~qp, fg ,...~CAr>i,~as ~g CL.I EH 7 C P SHEET OF i odd iio Leek'5<"o: 55 PROJECT qqeqEcT SITL uTIWRTC OF'TtiiRHdltl <06Ff d Ot-E>PAIJ5IPD I=pe CAlrd Qp*Rt.-egt t'~d IZ" 5I@P dt='f-6 Trltrg,~A t.t (rare.~trrwr,'.l'di 2 WAW AQ.Eddy t~(W It&do db 7 4)~9>Z~4 ILJ tt~03 C Wht-I-PCd'LIPID I3/HPQ ddt'.t~+PS$ithlER.'idedus dd<<ie id id<de iiuoe)Do (di)+v;sg/6 s<.5 l.n lt bL yVat-t.otic,drtIC~ g'f VtW~~RWh8~~u82.L'.(I'oiu>dr dr it 8 ig t 32'u=-ie)f 8 r4)t~'+>Q/ed~x w=o.ed o ID Ade edcmr dp c<<ii dr iudIui did/2i2d'der f dg~r2si Aei+.idei2*isc.sr i R>isidd2 PAPlrd 2'='3$>>d/Pi'..=&.se td/2)<]dC:/g$1~.ti22%el<Dirdddiidd2 2'.-[o de Ir(o~)+e9>2(ss)]io =~-.so 92 io,]>>rdi o rdi2 ueidr el)cflkgl Inde lo.dog(dd s)qo 93+d.dI)do=>s>>idio iu jiu r:e i~r-5tgce 4IIFFALru~ geTVM ttPIZl%~4 VCW-I~tg Iqttttyg d)C 44r'9 OI-IIr<I/I Od.9Jrit g.F&7xio"t4/IN I oP.to F CHPIJ(P.IJ OAIE F~<1 SOE.TO TCMP CHAI I/E dI-l>H=I Z tg (g.>4.yard")=GIIIdd79%XIP rlJd=4(od792.IdtcCPI told f'I CHmq ta&Ottp 3~~d T~~p r-849dae Ot=I<II=4'S- " OAT'E EVENT C6 HTA IAREHT WAL L CO/l'AWEIGH'T WAlt TEMP CRATuR E (r-)AT VA<)045 Fl.c Vj4TJOrJS (ITT')Ae Temp (>>OF ENCLOSE0 Sl'hfC 5 hROzJHD cONy, n Z X f 0 x X i/I/SC Qggqlhl HIHi)0C SI7 i&=0 y Debug PJJIJJf Fdu HM5<<E-XEHTS 50l~tPO HBQ+PVr, Ll~ee)NI)ER Cdgg, AVQ QIJT5a f.'odc dl4dl Az/ff ZOIC AVt, l.leaf.g CI.FzI 227 EaP a E LelI 28to 928 7$,'L G7.2 6S.+Q5-3 ELeV 3 7'58&Gi.9 45 (.C3.O LL2v gggd 2.7Q Cl.G 70 J Cp&J C&i3 7)Z.z./zz/eg 10:t)7:3p 44'il5M;ll S Al:TER R&ACJIIAJz') III)IER COIIC'Al/fl P-g').QF'sly PE'Ak PRc5$" oIJT6ILcoNc.A+i Ugg DOPA CgQf thFJ)T5 TAKEN Ave toHC.AVA t-IIIKQ g2A 7 1ip 70.$67 2-54'I tzz'2z3 (y0.5 (,4.7.C).~I.I..S z/27/I3 (y 09: Il:4'(i)4H:07, Sg g/iJ'768 DEPT f5-IIPZkVIoe (P-0)>nrtEasf/Ikc-MCHI'5 I h KEH ll)hlfg, CONL.Akj OuTER CONC.Avc, AV6 COalC 6a.4.67.+62.lo Q7.)bl.f G7 S7<5"3 7 IIOTE i I, COuxhldlV(G>> I WIILf.t'6 RIJQP'QTf/a g RFl.agf)=0$T Cl.37$tISQQ fb QI 3$(P 6&AII5)-~NI.L$>I<CKhJC~~ RBHA lJf TAE 5Afep gt Talc'c 0 THEe e~i'~'I'If-,Js ~au T)tf f:~T=<JzJe cofIOII/0d aI&Pdf UA, Is OIJTDdf."k $A<M.Z g K z 2'a Z z Pl Z m A Pl o C Z X nz 2 n 7C O 0 I PI fTI fQ A ff)A fll o 0 O ffI C7 Oo 4)JJ l/) 0 EBASCO SERVICES INCORPORATED ES K-6/g SHKKY-OF 2./((S~~OE"T TWO OFS NO.NO.d<<<wc<<Au~q~P<<y CLIENT ,,&HAPP MTIMATg dF A4g T)=HI C'OQT'AII)IRWdi LI/ALL ClIVCI'<)Pf'L= g Ll)1LQ,;I,d<)0 5 A/I-=Od A SUSPECT Harris Nuclear F'lant D ate'.02/21/86 F'age 1 Time!15 l 29: 21 TEMF'EFIATUFlE DhTh W JE No)790:?:!90 Pressule 0<OG Load Stage OOA Chan.00" Label T 0 0 90<00~~?)00 90+00 227<00 227)00 90+00 hZill<uth Elev>(Deg.Min)(Feet)Temperature (Deg)F.)66<4 bbel 64~~~005 006 007 0 T 04 L 170)00 227<00 67)l T 05 I 170<00 227,00 67ol T 06 0 170<00'27<00 65'T 07 L 270.00)T 08 I 270<00 227,00 66<0 a'346.00 227.00 65<9 0 346.00 227<00 65'o4 T 15 I 346+00 328+00 67<2 16 T 16 0 346)00 328+00 63<4 4 00 37 0 5'T 19 1 346 F 00 376.00'65<9 225.00 410.00 60.5 T~1 225.00 410.00 63)0'STIMAVE dF AVCR4CaE TE.MPERATORE (I-")VERTICAL DIRECTION CONC~211-O'Z7'CoS9's 2'27 5$:4)9 4'4<32 528:69 I'S<)8'2I74):4S'5')~74 384)'6>'>j S~rn 491;4I S u<<t<')n-'2)7:(ASS;2')72di<< 7M)2roS-'32<<:7<)'7",828-I7)'>< 4'<'17)IS&'<7<')'3)'<-44~'<54 I ESTIMATE OF AVERA4IE'TEMPERATURE (I=)C.IRON/I</I PER EHT(AL OIPECTId N ELK I/ATIOI I (r-v)CONCRETE/I%.O-90 AP.9p-gO hik<IPO-2<<P AR50'360 AP,.0-90 LI PER K.90-ISO g IO-270 AK Oo-3<'0'Z I 7-.%'L7 2.u-a 8 2,(8-'328 8;<8-37C 3'-3N gg4-4+l k9)1 CuE.4 Cpl.f LO6e I s9.+log, I (SS 5 c,l.%'<6,4 70.5 70 7 C4 rV c~9 cc,8 (.o.9 467 70.5 10.7)CM~7 C 5,')63rd EBASCO SERVICES tHCORPORATED JMAOEHAlc~f/1$g A CHXO.BV~<MIi P TE Ci IEIIT 1 C.P il-+/S~HEAT-OF PAOJECT SUBJECT E5 lgPTP 0 I 6'VCj T&tg 4'OlJTAIJ HC'Jl WAL<CPU<I22'c.&Lb'~de&5IRCif l&8 Har ris Nvc lear F'lant.Date: 02/22/86 Timer 20e07e37 F'age 1 WJE Non 79022'/0 F'ressvre 51.80 Load Stage lb'EMF'EFlhTUFlE OATA Chan i Label h".imut h (Deg.Kin)Elev.Temperature (Feet)(Deg.Fi)00 01 L 90 AOO 227EOO 64~0 T 02!90EOO~27EOO 64EO 002 003 T 03 0 90EOO 227AOO 64e5 T 04 L 170EOO 227AOO 65e0 05 170 F 00 227EOO 64 o9 005 T 06 0 170EOO 127 A 00 65EO c'65~1.0 227.00 65o6 009 011 012 014 015 T 10 346.00 2 F 00 bbi3 T 11 346,00 227EOO 65E4 T 13 346AOO 268EOO 70e8 T 14 I 346EOO 268EOO 72r3 346EOO 328EOO 68.1 T 16 0 346AOO 328AOO 58E4 T 18 0 346 F 00 376e00 54A4 346.00'76AOO 67)Fl+'c-.d.1 EJ~5 00 410o00 65~3 F FF~AO I COPP 217-227: 6+3 2~7-)6S: (I8 9'2J'o8-32 6: IJ7.5'328-'378'B'2 l~976 8SQ: CD'6)3&4-+0l l 60 3~PIi PI7~gP.g4')'127 2ge 4 gF4126S-3 8:7~Jggg 37IB,677F)7(y 3g(g.&72~38(i, 4'll.g5$E~TIM4T'&OF AV6(2ACiE Tf II1PI=QATURE F)<IRCOMF-EQ C.N T lAL PIIPECT IOht BLR VA'rIOQ (r-T)ZI-7-2,2.7 I'Q7-'2&8 zs8-328'2lr'- '37'er-3Q s6-44t Ag 0-90&5, I Cnf.9 (.7.6'O.8 60.8 Z go-180$.I80-270 s4,q ac 2 IJI 8',9 c 7.5'0 P Gd a4.9 CS,&70 Cu7 i'2 IBS 8 Z.n0-860.0-90 L,I l45R, Z.90980 4WoG I P.I80 270 270-yyg co5~4-&4~9 70 o2 0 7.7 4v.g 3 C.Q g-s/5 E BASCO SERVICES INCORPORATED u MAIJENA<o~o~+>2/gu SHEET OF oooo.ov~6~>oooo~++OFS NO.QCCC.35'i NO.CLIENT PROJECT~gI1uI)TP o-AVf, TEIWg CPIjTAl3)11'JT 42/ALL-cddciI.Mc. 't LJJ/AZ'OJ.II SrA;C'ZA F'age 1 TENF'f F'ATUFlf DATA Harris Nuclear F'lant Da te: 02/27/86 Time: 09;1 1 I 46 WJE Nou 7902290 Pressure 0.00 LO 2d St age 58A Chan~000 Label T 01 L h-imut h (Deg.Kin)90o00 f 1 ev.TemI erature..(F'eet)(Dc-.g~F~)00 n02 qC 006 007 T 08 I 9 Z QoQ1L 2MoQQ.kLak QQ...MoQQ.C3o.3.""~Uk.62i6..M..227~.9.0 &~5.ML 7,Q oo7,oo 270 u00 6 Auo0..3AkaQQ..."o7~2~~oY 4 oo-~oo u-'1~46o00~68.0 67u4 013 014 015 T 15 I 346.00 328o00 62u6 T 16 0 346+00 328.00 51'T 18 0 346o00 376.00 46.1 C)?C c'I<~~IH47'E of A~f<A4iE'7CAII)GRATER." (F)VERT IO'AL.DIQEcnod<uuu', CJ2 2<7'Cs3'1'27 241I'b5'2'A 3 323 l cs2'I'q 322 37k'3<')27>3I&'3'7j 3$(o-441!4 I 0 Lldfg;yI7 gag;g2,g g27-Zcg:(IS". O 2/II-328:&5.()'>'318-374:('.l'576-'3FC: ("'2'PgtP~I:C3.7 CS I i'/Ibsen OF AVfQACI TCHI FRPTVQg 9 CIRC LJRFERRWTIAL SIRE'CTIOH E,t-EY+g(orI (F7)AR" D-90 CONCRETE LI h,IE Q AZ.90W80 AP IPd-270 AP.Z)O-56O 4Z-0-90 AZ.9O-gO A I b'O-2,~O nZ 27O-369 2 I'7-'X 2.7 2,27-'Z(u5 zc F-3zf sag-'37k 974-386 38C,WWI IOZ,$S5,5'3m l 48 u&Iul<,S<3.2 c 3.+Cn S,2-Q2,3 55.5'557 4.8,c Q Iog 6C,'3&I e'0 IOI c2.5Q e7 (;2S IOS,S IC~.()toI.'9 dI.2 5~.7 APPENDIX EB III'EASURING WIRES DATA: LENGTHS AND LOCATIONS, THERMAL COEFFICIENT EBASCO SERVICES (HCORPORATED C-.5 LII.-I sv JbHH MAHchAK DATE~~-,,~pA p~~~ss 8L',;DISPI.ACEQGHT ~aASuZIHO wiRE5 0~To: LEeC<TqS g L.OCATIaNg CHAII E,L Pd;15'f'I'3S')3$57]3P'.4(4+I'6~'CQ&'7.48&9?0 7),"2..?3 7S 76)00!Ki)F L~c,vo'Ce),'2.$90 9o;.9o 12,8.C<afar l29,0)V9.7 87 2b 9,sŽ97 r~r I'0 2 I')Ia9 (.9)9 10 b)3.5+2, S I ," I I I I I~I, j I I CHAMALCL!8930 92 Q3 90.05 Iv.97'I8 99.18)102.IO8 104 I'<5 IOC Io i 108 IIO I I2.If%1)$l)5 I QFLRIICiTH (F T)+2.5+2(i wW.4 82'T 8),~%4,7 17,9)7.7 I'Pent'20'R I.))0.2-I0.5)0.$)0.4 lo<)9,4 1.7 9,g 174 IO<QOTE5 l I'I (I I(, I I I l~I I(I I:I'(('I I ctlA NJ EL I ,I I 6,'ily'I)8,'II9:lid'122.'%5 I)M'.A.Q.'27'>g lt9.77.75 7')Zo'82 3s Pr F7 AI IIC~C~v>'gt2.20sg.PO.)2.I gb 2 x3~Q I I I if 2.2 wdrc s: I~L4'IA,E Wh5IHS>0k 7KE dgNTAiN~gg~, 2 WIRE QASdd<S10& TH&g)PJTA)PHtgf QVf'IHSIQG T<5 QQCLOSCQ.SPACC ACOOPO fgP CdrJ-'PAIH)hEHQ AT THE Eh'SC SLASH$;CHANMCL I77 (L.ASC~Eggs)w+s dorsal@IV 50r90Pk A'-g)QE-ting, EEL.~~THC f*-q uI0>~>~PR~I Stol Mtc+,MS C>)TAa,dg JPJ/~Ji'3 g t." obfF Ot-Ct'I=0, kg>Yt0 (hl/t~J'd.t2 Phi(ZeE P IF JJoYW Mtg.$C>yP<FJJ,A4 Z~P P(r QW)Ic~LQ I 0<P J 0 g" J)q 004 JJt';C~IJ,C 5 F Ctt~gt"-tU I 4WJ P'SED (~E-)(O.(SS<<'~)=e,sTO iWig~IE,<dt-~~$5 tIF-4 Ft~L%lb C.tttI-C Pk (b kQ,P gQ~7 5ggi J-5 F~~p,q ggl"ltd ftt41 Pkbct'cJt tlat)Nt~5 clr7+QJot'N N)t q T-yteJIJt~qJJ t~yP~3 Q c)~g~s<g I M~~FIJI(~gM tICMT IG-4 NiCKEL ALLOYS caTgi-~/q P/0,TP, 16 FROW pygmy(TOW 1'k,&=IS,i~d I 1C 1~5 Cd I+I-OC><P I P(I'Si(C<~'EOP$MAIPP ST-;I~VWC t ikey muzzy aOP<C~~idu VOe PIN,'f~r~P~rima<<designation Ni Mn Fe Nominal Chemical Composition Cu Others Density tb/cu in Thermal Expansion in/in"F xc 10" 70-200"F herm, Conducti BTU/sq ft/hi 70"F Nickel 200 Nickel 201 Nickel 270 99.5 99.97.02.25.20.15.15.05.05.05.05.321.321.321 7.4 436 655 Monel 400 66.0.12.9 1.35.15 31.5.319 7.7 151 Monel R 405 Monel K 500 Inconel 600 66.0 65.0 76.0.18.15.04.90.60.20 1.35 1.00.15 1 29.5.20 S..050 Al 2.80 Ti.50 Cr 15.8.319.306.304 7.7 7.6 7.4 151 121 103 Inconel X 750 73.0.04.70 6.75.30.05 Cr.0 Al Ti 2.50 Cb.85.298 7.0 Permanickel 300 Duranickel 3 98.6 94.0.25.15.10.25.10.15.06.55.02.05 Ti.50 Mg.35 AI 4.50 Ti.50.316.298 6.8 400 165~Span C 902 42.0.02.40 48.5.50.05 Cr 5.4 AI.7 Tt 2.4.293 4.2"tnvar 36, alure Compensator 36.00 00.12.35 63.2 70.00.30.655 80 Molybdenum 79.0.05 16.3.15.316 12.9 240 Permalloy Kovar 49 Nickel Permal 29.00.02.05.30.50 50.0.20.35.302.298 3.25 90 28 5H tc'I gP g)Igb (<Pc)74 Cg*g(CTTd AJ FOR kt IL TC@P C IVADCIC H~~3 de-$trical Resi'ty ohms/cir It 70" F Modulus ol Basticity, Tension PSI x l0~Modulus of, Elasticity, Torsion PSI x 10" i Condition I Kominal Mechanical Properties Tensile Strength, PSI Yield Strength PSI, 0.2%oltset Elongation %irl 2" Hardness, Rockwelt ltomlnal Mechanical Properties e sign ation.11.0 annealed 67,000 annealed 67,000 20,000 20,000 47.0 47,0 854 54 Nickel 200 Nick~I 201 44 307 30.0 26.0 annealed i 65,000 I I 9.5 a ealed, 70.000-85,000 I I I I 20,000 25,000-45,000 47.35-50 850 neo vugg Nickel 270 Monel 40Q 307 26.0 9.5 annealed 000-85,000 I 25-40,000 35-50 860-76 Monel II:405'IQ 26.0 9.5 annealed 100,00 45,QQO 40 882 Monel K 500 731 31.0 31.0 11.0 11.0 annealed annea 14Q,QOO max.65,000 m 00-100 000 00-45 000 I I I 35-55 40 884 8100 Inconel 600 Incunel X 750 94.5 3Q.O 11.0 annealed 90,000-120,000 35,000-60,000 25-50 890 Petmanickel 300 255 30.0 11.0 annealed 90,000-120,0QQ '5,000-60,000 rIO-50 908 Duranickel 301 10 cold tolled 130,000 120,000 C26 Ni Sp C 902 495 480 349 20.5 2Q 33.7 12 9.0 annealed 65 000 annealed 70,000 lied 135,000 40,000 40,000.IOQ,OQO 35 35 870 875 8100 lnvar u6 T re Compensalor 30 Molybdenum permalloy 20 ann 5,000 50,00 30 86Ir, Kovar 290 cold tolled 130.00U IOU,uou 49 Nickel APPENDIX EB IV.CORRECTIONS TO DISPLACEMENTS MEASUREMENTS FOR TEMPERATURE DIFFERENCE OF MALL CONCRETE BETWEEN DATUM AND TIME OF MEASUREMENT EBASCO SERVICES INCORPORATED I/t~T JPIIP AA CII~PATE~+>K l CEEP, ET~+i PATE~gg gyggy 4+2 gEC T(OQ 5 g Ep<(RED T(I 0('SP(hCEM&HT5 MEA&REMEI(T 5 Llp To CD>(CQ E'TE T~PEPhTJL& i(lt'EppPJC~ef5IK4)htd+A>(5,'A;PEAL PRCSst(K MKOPChlc>JTS AuD I('LJD-4C-TET MHSOREpl=HT5 FDA PEA((, PRESsuq&0(SPLREC zeivq FO(2 6 0-0F-Tag(IPISPg(,g>.IPq>>
VB(GATI(

Al
'IIXecf(Og C((Ac, hv('1 TE~P.(P)Dti'P'A(Q t'Oa(2EC Tine ro P (QPL.>EAG-REE,MFHT ((Q~RBMAgvg (:0~('-~AVA COP((,ECX(OH TQ TBMP (f)b(SP LP MEA5 I DIFF'EN(.E LIRCM gH T ((HE)Cb'RA(:K5 f L..Z,IV-227 I~~2i~-WC~~~~~~I (a@32.p~~"328-3gy'3'4-44(-I~(>>~3>2 OPOO09-0,00 3g-0.0a~S'.'0>Ol 3f~y>5 I I'7-ZS'4.2-6.S-(0 o.',-I'3,2'0'Odi9-0,0IC(-0.O i9 I-0.03$I-g>0+8>HOR(ROQTAl 9 IR&('.T(0hf EL.RI7-284 AP 0-90 90-@to IS0-alo'L'lO-36 0 E'I 28@-9<,~, o gg 90-SZ0 l 80-270'2>0-960 EL.528-3gC,RP. 0-90 94-iso ISO-27p 270-940 EL>3F&-+)AN>o-90 90-(80 l80-2 ID 27>360-0.~-oS-o.S~Q,Q-2 S-2s-4>2-Q.OOZE O>00)S'0~d 03S 0>0022-0, 0470-D.OI$3-dr OI (o5-0.00~5'0>0055 O R A O\ill z 0 0 L((CA 0E LU a tu X-3>g-3 6 3>7 3>S-6 8-I I>0 V I I>D-I'5'2-I'5.2 5.0 I+(l"g.0 I 56-0,OISI-0 t 0 I52 d.0295'o.oz95-0.0478-0.047t('o.057+-O.OAI(enzrF(i(Ear vbED F(tk<ggCagT(:~(TH fi.<~Age I5 5 57N'(0 (N/IQ.Cy('-OW(: 06CRpE 0. N APPENDIX EB U.CORRECTIONS TO DISPLACEMENTS FOR TEMPERATURE DIFFERENCE OF MEASURING WIRE BETWEEN DATUM AND TIME OF MEASUREMENT EBASCO SERVICES INCORPORATED t" 6 g-S ((y SHEET~OF DEPT.C q QAHSSg~OTO~Ha g<, ,,,~cAeT T,~g/8 6 q pr CLIENT ,, S~PPP OtgfcIlyd y>Hc~7 hb)vsi<eoT FogT<Qps Ddc&MF 0+<<fc<Ph'I"l"f hpQ c/0 oi-Tur fvl~'E~idtTld d5'-lo-" YAK/rid 5r<zT OF Tp-'TCt<g 8 i A.~~p~~>t'8r'C A5ggQ'i~~f< Tc=T&>1p hi gg>)-Pt I'"$T I~chs JI2~)4p/Jy5 (Q 5 lOC-'iVEE p, YCi'-t0 CrFCcH CIA C(:i'g, Oibl 6 (gE(TI.FSi SS'SS Gei+OT F SESS SSFSHSSS~81+~~8) Lo 9T'hS~(2<& NlI"t 5 CH>dw0 Qc'uieCWCO 8<ae e~qqg iVC<~q, mt'<9W T~i~i 19,3)i~d~WSr I<<r~ColkRTI os3 I(C~P (Couc OIM i5 Lc-55)~~gP FFF=cTQ 44 tvlh~ggggr ulcc(+L gr,viI y<=F1SFFTr r~S'.9, ieS"FF'F EIQ Sd JC.FDSFT5)HHAS~Rfg Olla'S SrlWL 0 8 E'UCk f/lS+))gY 98Caeh%.lu wi+~~,$q DH Yy TC~R pic~-hg5.+0 C~To~pc~To ALg-0 acd&Flct4 RE+p (<IS@-IS SHE<,"(q,)/ EBASCO SERVICES INCORPORATED C.i3 tt.z/(o sv O~o o*vo~>SHEET-OF OFSHO.~~~~'~~HO.'LIEHT i PROJECT gi~~tly)Gt!~Jth't hMsl'Mtm<<4 tEAp.bgCkfh5&AET~EEd Wf'y~IitiJD t=P0-dt:-Tf:t hi.=ac (~~Lt<~~BH p EF p&7 S d d c0 uc 9 tiu ul,e lo CK8 z'ug~gjoli,'i~e osteal, To=io>lo)1 t:-s)ov TSi gi ltt>5t5$LOG To It=lie)Rtg ><M(5u)v4 i)f t'ai(AS<py QMgch<S lP~1k'W(i7g gge YO<<
r%~p/To~cQ To L pP=.o I I Lt-P TO Lp~~LC Cit;wLq EBASCO SERVICES INCORPORATED Li3 v-3//p J g*ucE~~ssltc ,,,V.CheT,,~S/S Z~j6O ,CLIENT PROJECT SUBJECT SHEET-OF OFS NO.NO.ppl lgqgjl dZ Wpqrg~lg.> Wi p jc'c:..Vli 7if<F T811I pGHAt'j/PC <tl'i~cia~TO d J'",J/Jj LE,'NATE{dF 0 4~I~<.+dg.~'T=~.X P Rc'.g'0 MicJ FuijCcLC-u FTTTj=AL/~j.C=d.cjoy~//(T T-)(CF jFO5<>>(iz)ll l 7Fq Fok AT=3 i+I jJ ld'FJ E"E>>cc FJ'i>j-cj cll</(8~+)(J'>><u'>)j I>)=37 4 2 Fr Chan<Label 062 MD 12 063 Wfl 14 064-MD 16 065 WR 18 009&V 76 083 BR 77 084 BR 78&V 79 I 086&R 80 007 BR 81'88&V 82 089 ER 31 090 ER 32 066 MR 19 067 WR 20 068 WR 21 6 WR 22 070 MR 23 MF 4 072 WR.5 073 WR 26 074 WR 27 075 WR 28 076 MR 29 07 R 078&R 72 079&V?3 080&R 74 081 BR 75 h" i II}uth (Deg.Kin)9 op 166.2Q 90 F00 90.01 166.00 n70.00 90 F 00 166.00 83opp 166.52 346.00 90.00 166.00 268o56 346'5 346oQQ 345'9 269+59 2?pe00 269 59 165'9 165e59 ihho00 90opp 90opp 90epp 34he00 34ho00 Elev.(Feet)38.0 350o42 349 op 3o8,50 32 4~320.42 28?o42 287.00 256opp cL c8 256)00 23?epp 23?opp 237'2 237.00 221,00 216+00 226)00 221.00 215w92 226opp 2lo00 21hopp 226.00 221 opp 216.00 319 o 00 310.92 W}le Length (r-t)l28 9 I'Lg.6 I%9>7 9.7.2a5 Iai2 I 8.9 IO.Q%0e2 2O.I 5'5 233~S Q~-Peak~~e~s.En4 of Teat 7 gQ'+(o (W)t)is<.Optus WO: Heague II}ggt C4rreC tI en I}I.-C~~g i'n AI'rC, Length Peai I'ieSSI}rt Ei 4 Of TCS<-OioO~-Oa40V---0.gyes-O~QI}7-P~-')i~-l}.Ou I=go P>1<<oi dO I-0~dd I W ddl II oyi}I-O>t}I}I-0 i dI}I Oigd I O.Pol 8+00}.r o a.d 5A..-4,o".L m Z, g I i~n," O RL n m n~K x X Z n 0 D K NOTES: I~1kaeMaa Cdi'iikaEuT OP-RPAHS<ok OC MPASOiUld(vi>Q TAk&ii AS 0 i'5+k~~~~l><.P<<.9MCFC PAHKEwHeIT. Z.CokaCCTIOVVAt065 VOI I-ISrEI}FM.CORQECnusb Ol-I-~S5 flin}}8-OOI QI IA}}}i(I 5 0'77-dQQ WQ}le Id rll&I:H~l I}&C<): I h(C,";}I g,ijg TrlC I'Og<AiOM'Ei IT E.tl.W WI5~gy-Vl z X n C JQ III m x'O C 0 Chan.091 092 093 094 095 096 097 099 100 101 103 104:105 106 107 108 109 (110 Label h=i(fiuth (Deg~Nin)Elevr (Feet)ER 33 319i10 298,00 ER 34 327r24 298r00 ER 37~(~ER 38 (?.3%298.00 ER 39 346.00 285.42 ER 40 46r00 276'5 EFI 41 346.07 268.25 ER 30 346iOB lÃ~h00 MR 42 270.00 284+33~4 270.00 707'5 NR 44 270.00 282.00 NR 45 273.06.78 0 NR 46 273r46 278r50 HR 47.270i00 274.92 HR 48 270i00 l7 NR 49 278r51 204.3 t1R 50 278r52 lB)HR 51 278r 52 281.92 ER 35 334r38 297r92 ER 36 357'8 298.00 vV (re Lent&827 RI2 c}4.7 17r7 (erg 20r2.IO.a (O.5'O (I-l(tat(PrC55'End oP Test Temp (<)Diff.Oktvrn 40: Pgc(k Pffr.CSOrf(. Eng of TeSt ordd (go+-0.go~-0~Oo I.-.(I i 00'-~a'i c1'r~et/, I-D~00 (-0~OO~0~f(o I dr ((0 I ds 0'>l-Or--" I-C(i do I grdO I W~gyef((gr(t Cf(rrect(on gf(--gg~~l'n atllrC LCr%tb R ((6 f('o p Pl a (h Z pi C.7D A n O tf(i (0 CI Z 2 X S c I O D (jan fll X fL Z.n Z 7C 0 O C 0 Z Z 2 n 0 (il NOTE%:~Q i.TqERMAc cgprriciEciT iir-~pAgrrxiii or-MEAGUR>Hrx vARp.'tA><E< Ar 0.955 XIo/P EGRET, FAHR Q 4 HE IW g.("OfZiZCc.VIOQ VILL("=S HOT LIQT&P.FC'rR ddfCCECT(ON 5 d(L~SS<H<W 0 OOI 3i Cg 59 Ivh'.(>>0";'oil A(C 1l m X n C.R f(l m X C O Chan~12 113 115 116 17 118 119 121 122 123 1'?4 126 127 128 ,131;133 136 13?138 HFI HR HR Hh HFI HF: HF'I C9 53" 54 55 56 57 58 59 60 61 HFI 63 HFI HFI HFI 65 67 69 DV flV/IV IV p p 03 04 05 0 WV 09 HFl, 70 01 275.50 275r16 281~38 283.13 284,08 278o53 278+53 270 F 00 271r59 273r36 270r00 270rpp 278 r 53 275ri5 276r52 280r52 283.04~78r5~278r50 178.00 45r 00.-5 pp 49r42~~5 00 45r00 13brp 225+01 314r57 278.50 278r50 280.25~79~5 278 50 2?4r92 74 273~2M 2?ir25 271 r 16 268r66 267.00~73"5 2?1.16 2?ir25 271r25 271.25 266.92 268.75 440r75 430+00 430rpp 410r42 410opp dr 3?5~58 3?5.75 375r58 Azimuth Eleve (Deg.Hin)(Feet)Vl fcR L4nffTll (F t)I02 97 I 8.8 10 2 l0 I8 9.9 I55 I+5 I 25 90 Pea k.Pl'g$f,'NIChhvnr Alga t.D~chdn 4'o>W~a i~I'M Lc~-0~OO l dO~)o.do8-d,OO lt rdC'1-O r od-~3'O rn C 75 ffL%7 Xl K Ph Pa Ch C IP E, n lP C7~~n lb Z K K S C I 0 Z gl O 0 t g X Z.3 h x D P C Z n R~0 D P Pl NOTES: Is 7H'ERMhL CORRI lClEN7 OF GXPAt4SLOt4 OF W~qgaigg~IMP~<gg P,g 0 Co55 X'IO lu.'lIHr PK'CiREE FAHR~qglq, ,, COAL-L.CTIOH VAl VEQ<oT LIST'Qp F'R<ORQegTIOHs gg l rg5 vHnu O.cd I PLR 1l Z m 3 n rfl m X%7 C APPENDIX EB VI.DISPLACEMENT MEASURING LOCATIONS WHOSE RECOVERY DISPLACEMENT W/0 TEMPERATURE CORRECTION EXCEEDED 30 PERCENT OF PEAK PRESSURE DISPLACEMENT AND CORRESPONDING TEMPERATURE CORRECTED RECOVERY DISPLACEMENTS Chn fl~Lnbel h iauth Elcv.tl<eg RHifl)(Feet)PEAK PRHQ.PE)'L, (EsL)EHP4F.~E57RfEC.(Ik)uu/d CONC, FOQ EiHP.Olf-Fo g p407el)LOPE,Ec,rEO Fo ILTQ+p,'lPF.(RROTE 2,)w/d OOKED Fbk TEHR DICER fHOTER)f'Onus.re@ Fo(TEoi p PR (W%1)T&vlP.P0QQCSTEO QEfLH NOHRECO I K,IC".S OitEfl.30 PKRR-ENT ARLiOORrl PteCIERT HOkR~F fnre Dpl 062 063 064 065 066 067 WEi 12 C C'l&14 166.'0 350.42 W&16 90EOO 49E WR 18 90.01 3v8.50 LIR 1'9.00 0 4~WR~0 s70, 320R42 068 WR 21 90 E 00 287~42 070 LlR 22 1 66, 00 287 E 00 MFf 23 83EOO 256.00 LIF~4 166.52 pcc'8 072 WFI', 25 346.00 256EOO 073 WR 26 90EOO 237EOO I 074 LlF'7 166.00 237EOO'75 LlR 28 26B~56 237.42 076 078 OBO 081 Oa 083 WF'9 346~05 237~00&R 72 346EOO 221EOO&V 73 345.59 216ROO&F'4 269E59 226.00'F'5 270 F 00 221 F 00&V 76 269.59 215.92&F'7 165~59 226~00 os.Q25.05 F 05 O03~QZ5 O 020 ,a o3.oO~0ZQ.O03 N9 084 085 08'87 088 OB9 090&F 78 1 65E~9~21~00&V 79 166.00 216.00 I&R 80 90.00 226 F 00&R 81 90EOO 221ROO&V 82 90.00 216EOO Er'1 34bo00 19.00 ER 32 346.00 310E9.ozz,~OI 5~003~02-OO-0 eo07-~cP 0-~PO OO co2, 0-lOO kOTE ZO NofE kCTR: ',-f4OJREHEHTE DOHOT IHILOPE RFRRERT!Okp REQOIRRD DUE TOTE-PRRATI/IZR DIFFEREHRRS 8RTWR k OATH+AHOTILI-OF.M=FAEJREht&4fOF ROHTAIF.IMEHT WALlLOHFRETR AHP Ala AROJHD I'EATER!OIL WIRE%g 6"ASJqEWEqyc lslC lupi COZRECYlOJS F:Ok TLMfREk'@BURG DICFEREkCE5 eETR>&RJ p>f"Of+~p Tllll~OF lllEASOREMMi AS>OEkTlf leap lN NO'rC IO.PB!"fklTFPHEEIOVERT-TEAEPATJRS AD%ECTO+(EHPOFTE5T PIFL EEA.L',OPES.DEFL lF IOO/d+.ilehl tivE"iQk DE>Ores pEcoi/r"'f Mphil,gvR i.,;nl, gAve RFSdddp eevO~P 6YXRTl 1(POINT lf+Rr C<<~'TSHCiu14 I~X C7 2.IP C.AE R cn n G WI L>X Al'0 Tfl n ro ul 0 m K 0 rl C Pl n rn 3 Z CLe~I yu'-l j~I A Z X 0 E Q~D I Pl C iO fP 2 r a th'X~'O fP m 70 F n n fP R Rh Q'C~L 0 X X X X n)t 4 Chan~Label hziauth.El ev.(Deg.Nin)(Feet)I f'EAff PRNS.DEI'L t (Ipf)NP-DF-TEST pg~(lg)CyakCCtffff /fl C4Rft.t'NII&CTEP IIIII'.T~P, VOgmVP.Pna te~P.Wff reHP.pIR" Dlfa D'lf-f."{7IIRP.<ufftaI)(~Ofaa)(uOM I)(ATE 2)TEMP.-CoRRECTGP PEfL~54O p/ff.&CO VERI 9g OSIER 50 PEII.f.RNt pst CII off fi T'ipf)PcffCWT ffoN RE C'AIOf E 5')091 EFl 33 319.10 298.00 092 EFl 34 327524 298.0C'Fl 35 334538 297r92 c-Ek 36 357'8~0 095 096 097 Ek 37~>>Ek 38 fl'30 40 298.00 346 F 00 285.42 46SOO~76.75 I/3 r/I~ro./I2.IZI'll lt/0 E 100 101 EFi 41 Ek 30 Nk 42 346r07 268525 346508>f~Qh00 270COO 284533 OSOO~/27~l2fff~ORSS 2 0 103 104 105 406 107 10 109 NFL 44 270.00 282+00 i HFl 45'73.06 278.50 Hk 46 273546 278R50 Hk 47 270500 rf 74 9'l Hk 48 270 0 Hk 49 278')~64 Hk 50 278r52 rp 8//0~.o 6.OSO 110 Hk 51 278'2 281592 ttQTRS~I.IARA5IIRCHIRHT5 pp HCT AICLIIRR ICRRRCTIAH5 RRQIIIILRQ RHR TR TRAIRRwTIIRR LI!HTCRSHfRI RfIWR tPATIptt AHP TIPIC-SPHIIRASItRRMRHT grcRHTPSHALSHT wALL cdrtJIETR AHP AIR AROUHP HSAsIPRIHRtwIR R5.2~~I)qhg~~IluCLLIOE CMQECT OPS aygTpffpipggpTQRg Diff'Pggphl~ QEY'f/Hff p/tVQ AuD TIHf-OF-hhH60QEMEf4T AS IDEHTIPIEP tlat HW&1.PLCCitftlt'ghlRBCDVER'f -'TEMPERA'r IIRE CORRR'TIPQEhlP-OP-'tPST DEFI"-.PEP K PISTE.Daai-')X i~00"O+, RECOVERY 9I5fpIAC'qghlT ~RASURRMeffr PLAC'ED',ZCC4VERY QIRAPI.ISCEMFAl IIppIRqOItiD PE@I<Pl"tSS QISPL.ICBM&N'T.lCp fil II'..z ffl: Qj cVI~l Rff m.A~6.n C.t Z i'f~i f'l 0 I JO lfP Ill n z'O fft?G 7R Pa fl't 7 Ci ffp L C C C5 n 0 cP i'I ri ffP Pl z m d'0 fll Cfi CS G L'X Rp SPI C 5 0 7 7 X 7 h tl R x 0~E EHPC EF PEAK PRf SS.DEFI..(iu. MINlE.COIIRGCXC Q P I-THi PEFL>(I<)voaf-I2ET:ovaIIiys Chan~Label hzi auth Elev E (Deg.Hin)(Feet)w/o D'OR@, i'oRRKCTE9 gOIE>TEMp I."OR T~P>~@IF'P>PIPE>i.HOTE I)(gOEI-Z~~<SD PEACeup n~>I to COUR~CORgECT'f 0 FoR TEwp.FPRregFI.PIIPF>OIFF.>(adrs 2.)peacavg NuMRI=.C;J HOTe, EI hMOuOT (Iil.)Z~'O IT>Ip V, Q Cs L CI III r~p'2 13 116 118 119 123 124 125 126 12?128 129 137 138 Fi 5'?5 50 2?BE50 278E50'80 25 HFi 53 275~1 6 HF>54'81.38 8 ,13 7 978 cp 274,92 284>OS HF'7%78 c3 HFi 58~78>53 74}73 ric'7 1~25 270.00 NF'o 271E59 NF: 61 73.36 271.16;27O.OO 268,66 267.00 273.2 HFi 63 270, 00 NF;64 278 E 53 HF'5)?c 271.16 NF'6 cg 271'5 71 NF>67 2BOE52 NFi 68 283.O4 271 E 2c5 266E92 268,75 978 cq HFi 70 278E50 IV 1 B.OO 140,75 430.OO 430,00 IV Pr>~00~0 45E 00~02 2 tIV.057~0 I Ec pp 0 tIV O4 49~42~0 110.42~00 A+27~./5 IV 5-~03*E.Ec'p 110~00 026,<<oh'~f00 WV 0 22 5~c 8 375~75.>>5-~~as WV OQ ic Pl 2~>Or WV 09 314.57~0 375 58~20.EO , I I"CLUOR CORREETIOME RE>EO>REO O"+">~ÃMQ7 SVALl CogCgg-,g p,~'I 8 thgPQgpg Q i/PIPgggE 5, I EECEMT I>>I'CETO>>CRY =TEMPER>ITU>Ef CORRCC~Tt 0 E>I>O OF TEET PEFF..PE>i>k>P>CCE.OEFEQK IO'O IP Ql E>0 lfl EE D>m O X PC AI In A m ffE z r ID z.III jD m fW i IO 01 n Ai jo 0 (m Cl aP O Il'0 g C>>C?Q E I>>Ef>Q r P III TlI IC)m LEI Ci r>v'.D D APPENDIX EB VII.POST-SIT CONTAINMENT LINER WALKDOWN FORM NO.80292 RRV.8/8i CgNLINA POWER&LIGHT COMPANY APPEAOM E5-vi)i/i nstructions! Originator Send, ophite and Yellow copies intact to Addressee. Reta'in Pink copy and destroy when White copy is returned, Addresses PrepIIrre reply in duplicate, retain Yellow copy for your filq, return%hite copy to Originator. I MESSAGE TO!g FROM)~Pold-susamcT%>T Z 7 C.naca kf'P/N'ox 67~7m~~wrRP~p s 4/o'er 2mp 7jw+~g g Pold Signed REPLY~~Dace>q gc~:+9Aq rgk5~,~w pgcpgz 2>14~+rpA.Signed I e}}

ML18019A867

Text

Dear Mr.Seyler:

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