ML19326B245
| ML19326B245 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 11/04/1976 |
| From: | FLORIDA POWER CORP. |
| To: | |
| References | |
| NUDOCS 8003120757 | |
| Download: ML19326B245 (101) | |
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,, cg4 PRELIMINARY REPORT
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CRYSTAL RIVER UNIT 3
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REACTOR BUILDING STRUCTURAL IN*EGRITY TEST NOVE'!3ER 4, 1976
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4 /' 4.0 CRACK PATTERNS Except for minor surface crazing, all areas of the structure were free of cracks at 0.00 psig. At 35 psig, a series of hoop hairline cracks were observed on the doce surf ace at approximately two feet on center from about 20 feet from the base of the doce up to within 16 f eet of the apex. At 45 psig, random hairline cracks were observed on the cylinder.in the Elevation 93' - 103' White-Wash Area. Meridional cracks in the dome area were also appearing at the 45 psig level. At 55 psig, the meridional cracks had ex-tended to the dome apex and also an approximate 2' x 2' pattern of cracks had developed. At 63.3 psig, four hairline cracks appeared near Elevation 116'-0 at the Equipment Hatch and additional hairline cracks were visible in the Elevation 93' - 103' White-Wash Area. In the dome, the pattern of hoop and meridional cracks extended from 15'-0" from the edge of the dome to the apex, with the heaviest concentration 2 2 .. . ..'lietween 30 'and 40 feet from the apex. With minor exceptions, all cracke were hairline. With the reduction to 0.0 psig, the vast majority of cracks closed. Attachment 3 presents the crack survey of White-Wash areas for 63.3 psig and final 0.0. . 19 j
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D - 5.0 TDiDON ANCHORAGE ZONE INSPECIION Both end anchorages for 21 tendons distributed among dome, cylinder hoop and vertical tendons were examined at each hold level up to 63.3 psi. No unusual cracking, bearing plate displacement or other unexpected occur-rence was observed during the test. e 4 e A, ,
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/ 6.0 CO' CLt:SIO::S Measure =ents and observations recorded during the structural integrity test have been evaluated and ce= pared with predictions of the expected structural behavior during the test. The data confirmed the expected be-havior. It is concluded that the Crystal River Unit #3 Reactor Building meets the structural design criteria.
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ATTACHMENT 1 ( DISPLACEMENT DATA TEST PRESSURE 63.3 PSIG FINAL ZERO 0.00 PSIG DISPLACEMENT PLOTS i l l { l l 1 l i l l l 1 i
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DATA SHEET 5 PG. 1 0F 4- - DATE : 11 / 2 / 76
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FRESSURE 63.30 PSIG TIME : 2.41 CHAtit1EL GAGE DISPLACEMEtlT 401 28V 1.7065E-01 402 12SV 2.9667E-01
'403 164V 7.4465E-01 404 34V 7.4955E-01 407 29V 1.9577E-01 408 129V 3.1589E-01 409 '
165V 7.1521E-01 404 34V 7.4955E-01 412 30V 1.9186E-01 413 130V 3.0786E-01 414 166V 7.3052E-01 404 34V 7.4955E-01 O WlH FEB R10L i (. .
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DATE : 11 / 3 / 76 I^ VERTICAL' DISPLACEMENTS PRESSURE 0.00 PSIG TIME : 12.08 CHRUNEL GAGE . DISPLACEMENT 401 2SV 402 128V 2.5773E-02 403 - 164V
- 3.9685E-02 404 34V 7.3256E-02 5.8440E-02 407 29V 408 129V 1.4119E-02
. 409 165V 2.7406E-02 404 34V 7.9211E-02 5.8440E-02 412 30V 413 130V 1.9879E-02 414 166V 3.5130E-02 404 34V 8.6797E-02
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r DATA SHEET 5 PG. 2 0F 4- DATE : 11 / 2 / 76 RADIAL DISPLACEMENTS PRESSURE 63.30 PSIG TIME : 2.41 CHANNEL GAGE DISPLACEMENT 417' 1 3.0571E-02 418 4 1.2440E-Ol 419 7 . 1.7462E-01 420 10 1.7148E-01 421 13 9.2597E-02 422 16 5.0172E-02 423 19 '
-6.2861E-02 424 22 -6.8609E-02 425 25 -1.1387E-01 426 128 -1.1971E-01 427 . 2 3.7750E-02 428 5 1.0643E-01 429 8 2.4392E-01 430 11 2.0539E-01 431- 14 1.4026E-01 432 17 1.0761E-01 433 20 1.8518E-02 434 23 3.1035E-03 435 26 -7.1133E-02 436 129 ~5.8240E-03 437 3 3.5737E-02 4?? 6 9.7857E-02 439 9 2.1106E-01 440 12 1.9470E-01 441 ~
15 1.2300E-01 442 18 ?.2411E-02 44'3 . 21 3.6031E-02 , 444 24 -1.0013E-02 425 27 -?.0912E-02 446 130 -7.C072E-03 WIH'3~TFKB A D N.. . w .}}.Y. '
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DATE : 11 / 3 / 76 RADIAL DISPLACEMEllTS PRESSURE- 0.00 PSIG TINE : 12.08 CHArillEL GAGE DISPLACEMENT 417 1 6.8708E-03 418 4 1.3635E-02 419 7 . 7.0782E-03 420 10 3.4748E-02 421 13 '
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ATTACINENT 2 C' DOME STRAIN DATA TEST PRESSURE 63.3 PSIG FINAL ZERO 0.00 PSIG DATA EVALUATION l ( 1 i,
14
~
DATA SHEET 4 PG. 8 0F 16 DATE : 11 / 2 / 76 (" D0f'E STRAIlls MERIDI0tlAL FADIUS 45 ' FEET PRESSUPE 63.30 PSIG TIME : 2.41 CHAtitlEL GAGE STRAIll 790 131M -2.9230E+02
'791 131M* -1 9999E+02 793 132M* 7.4356E+01 e.
.,.e , .,. s.
. . u, .e.,,,,,.
895 134M 3.6663E+01 ' 794 139M 4.8716E+02 795 139M* 2.5512E+02 796 140H 3.5768E+02 797 - 140M* 2.3589E+02 e-- .,,n .
- 4 T 4si A .g ..e..-.q'-.
.i..h.
898 142M 3.9996E+01 798 135M 1.3717E+02 799 135M* 1.4358E+02 800 136M 1.S589E+02 301 136H* 1.3589E+02
. . - - . , , . _e_.,..-_,
50I $3b i.hd5E+b5 802 143t1 1.5769E+02 803 143fl* -5.6152E+02 804 144M -4,1409E+02 SOS 144M* 1.6153E+02 w, , , e n.
., . . , ., ,., ,-. .. ..,c,,,,
904 , 146M 1.6665E+02 4 l i
\g *
.. . ?~. . y. .- ,' 1 .- . . . - . -:;q - -. .a - .
I
. u .s j c" - g C. /'@ . , , 3 ; - ,
v m .- .. . ; 1
14 DATA SHEET 4
~
PG. 8 0F 16 DATE : 11 / 3 / 76 p D0llE STRAltis MERIDI0tlAL RADIUS 45 FEET PRESSURE 0.00 PSIG TIME : 12.08 CHAMMEL GAGE STRAIM 790 131t1 2.5255E+02 791 ,... 131t1* 7.6920E+00 7hb 555ll* b.bUUU5+bb 973 37n . < n . cg n _ , 895 134M 3.3330E+00 794 139M 3.4614E+01 - 795 139M* 2.8204E+01 796 140M 4.8716E+01 797 140ll* 3.5896E+01
.--.- 4 _4 4 n _. - - - , . . ,
b9b i4bH .999UE4Ub 793 '135l1 -2.9486E+01 799 135M* -2.6922E+01 000 136f1 -2.3076E+01 801 136M* -1.794SE+01 077 137" '
^~~ t>01 i'01 13611 2.13J1E+02 802 143M -3.7178E+01 803 143H+ -6.6664E+01 804 144H -5.3844E+01 805 144M+ -1.794?E+01
.04 1
- 6 Pi w.4~.t. Et01 s..g
DFLM EVALIDCTOi DATA SHEET 4 PG. 8 OF 16 DATE: 11 / 4 / 76
- DOSE STRACS l2RDIC::AL RADIUS 45 FEET GAGE PREDICTED ACTUAL AVERAGE 131M 220 545 131M* 220 207 376 132M -- -
132M* 199 74 74 133M 134M 48 33 33 139M 220 452 139M* 220 227 227 140M 199 309 140M* 199 200 254 141M 142M 48 30 30 135M 220 166
- 135M* 220 170 168 136M 199 159 136M* 199 154 15 7 137M 138M 48 183 183 143M 226 195 143M* 220 495 345 144M 199 360 144M* 199 180 270 145M 146M 48 117 117 i
l t'
%se' .l r
. ~
DATE : 11 / 2 / 76 DATA SHEET 4 PG. 9 0F 16 p DOME STRAltlS llERIDI0tlAL F.ADIUS 30 ' FEET TIME : 2.41 FRESSURE 63.30 PSIG GAGE STRAIN CHAtillEL 148M 7.9356E+02 306 5.3331E+02 807 14811* 149M .
-4.8331E+02 808 4.4229E+02 809 149tl+ _. ., c.
_ -o , . . . .
- e. n , - . .
2.1665E+02 907 151M i 152M -6.1664E+02 810 -1.0487E+03 811 152tl* . .r. n e ,. . .
.s . e ,. e. m.
153M+ 3.6409E+02 813 1.3332E+01 880 154M 155M 1.9331E+02 910 V , .
.... .. .s . . :. , .~,y ,x . . . . . ; ,. .
_ _ _ _. _, _. (,
- IGNED <
_._fi,.[.
~
se> D3TA SHEET 4 PG. 9 0F 16 DATE : 11 / 3 / 76 . [. DOME STRAIlls NERIDIOllAL RADIUS 30 FEET PRESSURE 0.00 PSIG TIME : 12.08 GAGE STRAIll CHAtillEL 140M -8.9740E+00 806 -2.5127E+02 807 146M* 149M $ -3.4614E+01 808 7.9484E+01 809 149M* eft 150" 1.2277:'0t 151M 1.1999E+02 907 810 152M 1.7948E+01 811 152M* -4.4870E+01 012 150M 4.CT:.1::02 153H* 6. t:664 E +01 813 880 154M -6.9993E+01 155M 5. ?'3 2 ? E + 01 910
- q. .
ee-e
. . ,,,,g . sos. .. L . .
4 DATA EVAIIMICN PG. 9 0F 16 DATE: 11 / 4 / 76
,,.. DATA SHEET 4
( DOME STRAINS MERIDIONAL RADIUS .30 FEET PREDICTED ACTUAL , AVERAGE GAGE 354 803 148M 794 354 784 148M* 348 468 149M 406 348 363 149M* 150M ' 97 29 8 97 151M 152M 354 635 354 1004 820 152M* 153M 348 297 297 153M* 343 83 83
.154M 140 155M .298 140 i
./
n. PG. 10 0F 16 DATE : 11 / 2 / 76 DATA SHEET 4 (. DOME STRAIlls MERIDI0tlAL RADIUS - 15~' FEET PRESSURE 63.30 PSIG TINE : 2.41 CHANilEL GAGE STRAIN 814 156M 1.1794E+02 815- 156M* 1.8204E+02 816 157M 2.5768E+02 817 157M* -2.9358E+02 881 158M 1.3665E+02 913 159M 2.5331E+02 818 160M -2.0512E+02 819 160M* -5.3331E+02 820 161M -2.3717E+02 321 161M* -5.2049E+02 A .,...e
* * *
- a P. n*,
n* "-
- 4 .* *n b 4 er 9 d W
e 4 (. .. .
.a,. .= g. u .. .e
. - ; ap . - : y. ,. . .: :-
I ^$ lE b [h e ,. 4' 7 ". {
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DATE : 11 / 3 / 76 DATA SHEET 4 PG. 10 0F 16 DOME STRAIlls MERIDIOilAL RADIUS 15 FEET PRESSURE 0.00 PSIG TIME : 12.08 CHAllflEL- GAGE STRAlti
-3.0768E+01 814 156M 815- 156M* 5.640SE+01 816 157M 2.6922E+01 817 157M* -4.7434E+01 881 158M -4.9995E+01 913 159H 2.9997E+01 818 160M 1.5384E+01 160M* -1,4102E+01 819 820 161M -3.5896E+01 S21 161t1+ -2.0512E+01 162" -2,00:10 01 002 -9.9990E+02 ,
916 163M i k l l 1
)
l A .
.rp cr,+ic . .L, ,
=m *****e e .
l
DATA EVALUATION PG. 10 of 16 DATE: 11 / 4 / 76 DATA SHEET 4
.(~ - DOME STRAINS MERIDIONAL RADIUS 15 FEET ACTUAL AVERAGE GAGE PREDICTED 3 13 148 156M 137 313 126 156M*
317 231 157M 239 317 247 157M* 187 320 187 158M 223 343 223 159M 313 190 160M 354 313 519 160M* 317 201 161M 350 3 17 499 161M* 162M 176 343 176 163M l I i l l l N-w
br PG. 11 0F 16 DATE : 11 / 2 / 76 DATA SHEET 4 (~ DOME STRAINS HOOP RADIUS 45 ' FEET TIME : 2.41 FRESSURE 63.30 PSIG GAGE STRAIN
. CHANNEL
~131H -1.0769E+02 822 7.9484E+01 823 131H*
132H . -1.8461E+02 824 -1.9871E+02 825 132H* 133H 3.3330E+00 883 ' 1.6332E+02 897 134H 139H 2.4230E+02 826- 9.3586E+01 827 139H* 140H 2.1538E+02 828 5.2562E+01 829 - 140H* 141H 9.9990E+00 884 2.2998E+02 900 142H
'135H 3.4614E+02 830 .
3.0512E+02 831 135H+ - 136H 2.9742E+02 832 2.5896E+02 833 136H* 137H 1.0332E+02 885 2.7997E+02 903 138H 834 143H -5.8972E+01 143H- 4.5255E+02 835 -1.0384E+02 836 144H 144H* 4.2691E+02 837 8.3325E+01 886 145H ) 146H 2.4331E+02 906 , (
..:. : . :.,:: . :. : y..q . . ,g : ......2., .y... .. :,t.t. r . :-- - .
GlGNED
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--..a . - ---
~ . . . GY DATA' SHEET 4. PG. 11 0F 16 DATE : 11 / 3 / 76 gs. . DOME STRAINS HOOP RADIUS 45 FEET PRESSURE 0.00 PSIG TIME : 12.08 CHANNEL GAGE STRAIH 822 131H 2.5076E+01 823 131H* -1.5384E+01 824 132H . 5.1280E+00 825 132H* 1.9230E+01 883 133H . -3.3330E+01 897- ' 134H -1.9998E+01 826 139H 1.4102E+01 827 139H* -1.2820E+01 828 140H 1.6666E+01 829 140H* -1.9230E+01
- 884 141H -1.1332E+02 900 142H -3.6663E+01 830 135H -1.1538E+01 831 135H* 4.3588E+01 832 136H 3.5?42E+01 833 136H* 3.5896E+01 885 137H -6.6660E+01 903 150H 4.5529Et01 834 143H 2.5640E+00 835 14?H* 5.7690E+01 ,
S36 144H 1.2820E+00 i 837 144H* 6.4100E+01 896 145u _5.,- ng+gt
-25 . .c - 4 . 9 '.% 5 2 t 0 1
. l 4
id .. P a-it !:,.p? .
- DATA EVALUATION DATA SEEET 4 PG. 11 OF 16 DATE: 11 / 4 / 76
(. DOMit STRAINS HOOP RADIUS 45 FEET PREDICTED ACTUAL AVERAGE GAGE 131H 497 131 497 94 113 131H* 1 132H 465 189 465 2f8 204 132H* 30 30 133H 241 183 183 134H 139H 497 228 497 106 167 139H* 1400 465 198 465 71 135 140H* 433 123 123 141H 241 267 267 142H 135H 497 358 497 261 310 135H* 136H 465 257 465 222 240 136H* 433 170 170 137H 241 237 237 138H 143H 497 62 143H* 497 395 228 144H 465 106 144H* 465 363 234 145H 433 136 136 146H 241 293 293 i
- w.
PG. 12 0F 16 DATE : 11 / 2 / 76 _ DATA SHEET 4 DOME STRAIHS HOOP RADIUS 30 ~' FEET 63.30 PSIG TIME : 2.41 FEESSURE GAGE STRAIN CHANNEL e 148H -3.5127E+02 838 -4.3075E+02 839 148H* 149H -6.0510E+02 840 . 2.6537E+02 841 149H* 150ll 1. :.002C : 01 CCT 2.2664E+02 909 151H 842 152H 6.1151E+02 843 152H*. -4.2050E+02 844 153H 6.0639E+02 845 153H+ 6.3203E+02 888 154H 7.6659E+01 912 155H 1.6998E+02 e C. ..- - . .
.- g . ~. ,. .- _,. _
- b -
. .. (t ( ..
.____._9
. - 18 DATA SHEET 4 PG. 12 0F 16 DATE : 11 / 3 / 76
[.. DOME STRAIlls HOOP
' RADIUS 30 FEET 0.00 PRESSURE PSIG TIME : 12.08 CHAHHEL GAGE STRAIll 838 148H -1.1538E+01 839 148H* 4.4870E+01 840 149H *
. -4.7434E+01 841 149H* 4.6152E+01 007 15?l' 7 . .: O ; .T : 0 1 909 151H 8.9991E+01 l
042 152H 6.4100E+00 843 152H+ 1.5304E+01 844 153H 3.6793E+02 845 153H* 5.5126E+01 088 154H -3.9996E+01 912 155H 9.9990E+00 1 i
%h g
+e * * =
fO.*
,y.
L v-
DATA. EVALUATION PG. 12 0F 16 DATE: 11 / 4 / 76 i DATA SHEET'4 r l HOOP DOME STRAINS RADIUS 30 FEET ACTUAL AVERAGE GAGE PREDICTED 148H 492 339 1 476 408 148H* , 492 461 558 149H 388 461 219 149H* 150H , 218 231 218 151H l 492 6 06 152H 492 436 521 152H* 153H 461 238 461 577 408 153H* 117 154H 431 117 231 160 160 155H 1 i e I L .. . O 9 . e
- - ~ ,
e PG. 13 0F 16 DATE : 11 / 2 / 76 i s DATA SHEET 4 s. D0f1E STRAIHS HOOP PADIUS 15 ' FEET PRESSURE 63.30 PSIG TIME : 2.41 CHANNEL GAGE STRAIN 846 156H -3.2050E+02 847 156H* -1.6410E+02 848 157H -7.9484E+01 849 157H* 1.935SE+02 889 158H 1.6665E+01 915 159H 2.3998E+02 850 160H -2.0512E+02 851 160H* -2.1025E+02 852 161H -3.9998E+02 853 161H* -2.3717E+02
...nne,n..
., - e . z e. o X: A ;. %.:.3 t.' ;. A ;;; ; X..
9 e u- .. .. . . . ..
**, = y,s,r . - . s. = , . g:,
._ ,. sf . , ~,_i- C*.
.*7 ....
510h[D WC.? \ ** e
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DATA SHEET 4 PG. 13 0F 16 DRTE : 11 / 3 / 76 C DOMESTRbIlls HOOP RADIUS 15 FEET PRESSURE 0.00 PSIG TIME : 12.08 CHANNEL GAGE STRAlti 846 156H -2.5640E+00 847 156H* -3.8460E+00 848 157H *
. 5.5126E+01 849 157H* 4.4870E+01 889 158H -5.9994E+01 915 159H 5.6661E+01 850 160H -3.8460E+00 851 160H* 6.4100E+00 852 161H -4.0590E+01 853 161H* -2.9486E+01 C
c,
'.", , 10 ll ._ .-:-: ; : c : 0 1
- 4. . - -c. o, ,,._- . _ . m.-_
1 fr:Q * '
. . .# +
s
DATA EVALUATION DATA SHEET 4 PG.13 0F 16 DATE: 11 / 4 / 76 s DOME STRAINS HOOP RADIUS 15 FEET GAGE PREDICTED ACTUAL AVERAGE 156H 324 318 156H* 324 160 239 157H 324 135 157H* 324 149 142 158H 324 77 77 159E 324 183 183 160H 324 201 160H* 324 216 208 161H 324 356 161H* 324 208 282 162H 163H O
\ ..
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~
DATA SHEET 4 PG. 14 0F 16 DATE : 11 / 2 / 76 (%
~
RADIAL DOME STRAIHS RADIlls 45 -' FEET PRESSURE 63.30 PSIG TIME : 2.41 J CHAHHEL GAGE STRAIH 855 167R 2.8339E+01 856 167R* 1.0002E+01 857 168R -5.0010E+00 858 168R* 1.3336E+01 859 169R -4.3342E+01 860-169R*
-1.1669E+01 861 170R -2.1671E+01 862 -
170R* 6.1679E+01 l ( ,
.. .- . . . .l
- .. .: an r. . ; n . . . . n. --. .. - .,- u.-sy e - ..
^
i
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20 DATA SHEET 4 PG.-14 0F 16 LATE : 11 > 3 / 76 b DOME STRAIlls RADIAL RADIUS 45 FEET s- PRESSURE- 0.00 PSIG TIME : 12.08 CHAtillEL GAGE STRAIll 855 167R 866 167R* 3.5007E+01'
, -1.5170E+02 857 168R 858 2.6672E+01 168R* , 1.0502E+02 i
859 .169R 860 -1.C670E400 169R* -1.6670E+00 861 170R 862 170R* 3.1673E+01 8.1683E+01 e e I l l I t ...
^
, c ,e-O . * !
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e .
' DATA SHEET 4 PG. 15 0F 16 DATE : 11 / 2 / 76
( LONE STRAIH RADIAL - RADIUS 30 ~' FEET PRESSURE 63.30' PSIG TIME : 2.41 CHANNEL GAGE STRAIN 863 171R -2.0004E+01 864 171P.+ -3.1673E+01 865- 172R
-3.3340E+00 866 172R* 5.6678E+01
+
+ .,
1 I l
. I I
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. DATA ~ SHEET 4 PG. 15'0F-16 DATE : 11 / 3 / 76 ps D0f1E STRAlli RADI AL RADIUS ' 30 FEET PRESSURE 0.00 PSIG tit 1E : 12.08 CHAttilEL GAGE ~
STRAIT { 863 171R 864 171R* 4.1675E+01 1.1669E+01 .
,865 172R 800 172R* 1.8337E+01 1.1336E+02
. i a.
e 6 6 1 e
. q .a 1 w.
..........g3 i
PG. 16 0F 16 - DATE : 11 / 2 / 76 ! DATA SHEET 4 r - DOME STRAlti RADIAL-RADIUS 15-' FEET FRESSURE 63.30 PSIG TIME : 2.41 CHAtitlEL GAGE STRRIll 867 173R 3.6674E+01 i 868 17.3R* -3.5007E+01 4 n .
.-m .
ifo i7H+ .
-5:555siiai 7 .
+
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9 9 9 % 4 1 l J O e l
+ .
I - e e e e . G - l'
* **,,a~' * '
, 7 ". * ' sq . ,., ** q ., , ,: . . , ,; . ,
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- 1 Il.t:,D
.; , 68. I, y/- O) 4 .. . e,
. '.f 1*
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9 1 g , c ,m-, s - . -r ~ , , , ,n,,.- ,--w,,w ,-e-,-, - , . , - , ~ ~ n-.-- ww,, -. --,v>e---r,ew e -- -
.1 DATA SHEET 4 PG. 16 0F 16 DATE : 11 / 3 / 76 I DONE STRAlli RADIAL
- RADIUS 15 FEET PRESSURE 0.00 PSIG .c TIME : 12.08 i CHAllHEL GAGE STRAIll 4
867 173R 4.6343E+01 i 868 173R* -1.3336E+01 i
- oan # == .4 r . *
. .- a . . c . a ,.
i 536 i iv4R* EssiiE+61 t i { , if f t- [
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e-O ATIACIDENT 3 s CRACK PATIERNS TEST PRESSURE 63.3 PSIG FINAL ZERO 0.00 PSIG l j 1 l A. A i
t , e t I ELEV. 25T-101/2" O l - l 8 l I 7-6 I I 5 4 ! 3 -
\D $
I) ' 2- ^ I ELEV. 244'-O" t i I I 2 3 4 5 6
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CRACK SURVEY - A2lMUTH /. [ DATE/[*I~ f' o 3 7-J' PRESSURE 03- Tiv[esy ygygg gy ff Mh_
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WJE No. 7 t 465 l
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