ML20076J473

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Forwards Summaries of Three Concrete Mix Designs for Remedial Soils work,E-5-C,E-5C-H & C-6C-H.Designs E-5C-H & C-6C-H Include Use of high-range Water Reducing Admixture, Superplasticizer
ML20076J473
Person / Time
Site: Midland
Issue date: 07/15/1983
From: Mooney J
CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To: Harrison J
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III)
References
CSC-6791, NUDOCS 8309070201
Download: ML20076J473 (29)
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{{#Wiki_filter:_ Consumers L Power a a uoooev Executive Manager MiJIand Ivojer office General Offices: 1945 West P.arnalt Road, Jackson, MI 49201 * (517) 788-0774 o, %:)3 ir I j y'.bi l T Q' 4 b July 15, 1983 l Mr J J Harrison 1~ 2 U S Nuclear Regulatory Commission Region Ill 799 Roosevelt Road Glen Ellyn, IL 60137 MIDLAND ENERGY CENTER GWO /020 REMEDIAL SOILS CONCRETE MIX File: 0465.16 UFI: 42*05*22*04 Serial: CSC-6791 ~ l2*32 Per our previous diset.ssions concerning concrete mix designs for the remedial soils work, we are submitting the attached summaries of three mix designs for your information (E-5-C, E-5C-H, C-6C-H). Please note that E-SC-H and C-6C-H include the use of high range water reducing admixture (Superplasticizer). The concrete used utilizing the superphsticizer will be consolidated by vibration per existing project Specification C-195. We will not he using these mix designs until we receive your concurrence. We would like to discuss any comments you may have as soon as you have reviewed the mix dealgn infermation. f,l 'CD.<j JAM /RHW/klm Attachments r ' N 1 9iss 8309070201 830715 PDR ADOCK 05000329 A PDR 14 ' e

9. Attached are summaries for review of-mix design as follows: l. l [ Page #1 - Summary sheet giving the details of the mixes added. Page #2 - Plot of test data on which the mixes are based. Attachment A - Test results for the graph for E-SC mix (i.e. 6000 psi @ 60 days without HRWR). Attachment B - Test results for the graph for -E-5C-H mix (i.e. 6000 psi @ 60 days with HRWR). C-60-H mix (i.e. 4000 psi @ 28 days with HRWR).

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1. P e a c em en t scentmcatnn
2. Case Psacea

/VlA Mr n'(/_s Xl i S ~ Yk 3.P'acement Locaton A L L / Eb COMc/ETG 3 A. Source . Gement eraria rype ~ "'**** A u, iE6 UNcpE 7'~E l 4 E TAif TYPE Z~~ l

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10. Yiend :

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Stone 1 Stone 2 12.Weter/ Cement & Pozzouan Ratio iO 0<h A/b4-0.3 ? es Max O#2[ Act.

13. Ticket No.

'14. TrucA No.

15. Time of Testing
16. Time of Moldsng bQ 9[fh

[h Hrs at Yards Hrs

17. Siurno ASTM-C-143-74,1S. ArCentent ASTE-231-7'219.Teric: Concrete

< 2 0. Temo: Air . 21. " a J /,9 6l GP F I E 'r E vm inene. 2 2. Initial C4.nng ASTM-31-69; The r:n/ Uue, geg.2 3. Stropec ASTM-C-31-69

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29.

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40. Remarm s W* x 12

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BECHTEL POWER CORPORATION MIDLANO NUCLEAR POWER PLANT JOB 7220 i REPORT OF CONCRETE CYUNDERS i.aiec. ment soenuncanon 2.cateence. A.// Mic L.e5fTER fot&L/ .E - >' - 8 **> - 3.Pmcement Locaten id L L. / 4"GO l~CM.JC A 4'7"C" 3 A. Source Cement erano a rype PLANT DATA

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J m e. O No _MN, 'Z,7 pg Days

8. Test Data At:

9.Urut Weegnt ASTM-C-138-74

10. Yieed a efd72:W [M

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11. Moeoturec Sano ASTM-C-566-6 7L/2)

Stone 1 Stone 2

12. Water / Cement & Pozzoenn Ratso

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13. Tecxet No.
14. Trucx No.
15. Tune of Testing 16.Tirr.s of Molding d 2 [0f

/8 OMb O b / Hrs at Yards Hrs IT.Shamp ASTM-C-143-74 18. Ar Contern ASTM-231-751 19. Tamp: Concrete 20.Temo: At 72 ', 3ris le [ '/ %l dI 'F

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25. Specunen
26. Cate 2 7. g,,,

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40. Remaras W s 12**

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1. Ple c em en t Icentencation
2. Cate Ptsceo A/'$

N'F LE7TER /Wst.1/ 2 - +'- 9 C5 3.Ptecoment Location /9lL/68 t-CM/d /CCW ""' **** ; Source 3 A. Cement erano a rype l /a./d:o em. eeve seersha 7W'J' r 4.Mia

5. Class 6.*Q* Last 7.Recurea stronotn G7'

[ [ [es C No ./ 4.eff W [ 27

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8. Test Data At 9.Usut Wesgnt AST M -138-74
10. Yleec :

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13. Ticxet No.
16. Trucx No.
15. Time of Teet:ng
16. Time of Molding b2 fb
  1. h d 7/ b

/ Hrs at Yards Hrs 17.Sbmp ASTM-143-7418. ArContent AS -231-7S 19.Temo: Concrete

20. Tomo: Air 2

sam }l* %h bY

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.5 Inc.nu 22.htaal Cunng ASTM-C *J1-69;Iher=f Due Date

23. Senpoect ASTM-C-31-69 ne, s 6, M n d '

24 Irptande

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COMPHESSNE STRENGTH DATA ASTM-C-39-71

25. Speernen
26. Care
27. Onte l2 29.

Total Load

  • c*uel ictual !

YC Strengtn PSI identrfcation Moeded Tested g. in Pounds Cvl Diarn Cyl Area IBrfaki Fie4d I Lao I t i l '9'. (6f)94'? P9-21 f -I-TJ J S' \\ M i 7.% s.co 1 2? 17 8 ll 'L'7 (c&.20 i I i Wfl / f-/-D AF IlM foO lm mf 4 / 0 '7 G '7 LO 9Y/ f S~-3 -D G O K I I, O o o 4 c c.

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SECHTEL POWER CORPOR ATION MIDLAND NUCLEAR POWER PLANT JOB 7220 i REPORT OF CONCRETE CYUNDER;. F i.giao.mont Mont at on 2.oate ~ ~ NM refterrst Mc62./ 2 - MJ 3.Phicement Location l A l. l.- l8) COM C A E TE 3 A. Source iCement orano a type /f L.L t Eo (en cp Ere. if E T N A TYl'E [

4. Mix
5. Class 6.*O' Last 7.Requase Strenotti g

fd cme C No MUpSt Y Oavs At S. Test Data Ata 9.Unst Wesgnt ASTM-C-138-74 '10. Yiesa a d/7b/[ NNY C- /b'N Lbs/Ft M.M

11. Moesture: Sand ASTW C-5 6 6-6 7(7 2)

Stone 1 Stone 2. 12.Watsr/Camont & Pos.zoaan Ra:ao l* O 0*h Nl/ - _,,,,, O.E 9 - Max Ou]l Act. 2

13. Ticket No.
14. Trucn No.
15. Tsne of Testmg
16. Time of Moldmg dd fd7[

(( NN Hrs at__.__ Yards Hrs O 17.Samnp ASTM-C-143-74 18. ArContent ASTWC-231-TS 19. Tamp: Concrete 20.Temo: Air l2,1. lgif.aaa 3 / f- %l 64- .37 _'r (re.lwM 3 7' ,ncne. r 22.Instami Cunng ASTH <-31-69 Therm /Due Date

23. Stnopec ASTWC-31-69

}94.)hstialsy - [c.* F To f.O *F; Af y / s.w @ 7 - f-M W IC Hrs /3 /M + 2, COMPRESSIVE STRENGTH DATA ASTW C-39-71 Cum 34. Total Load ctuai l 'ictuai l Y0,8 tr m PSI

25. Speernen j26.Cate 2 7. g,,,

2 29. Id'"" cation l Mo6ded Tested g. in Pounds .Cyl Cient Cyt Area iBr,eaki Field i Ltc \\ 3P /&ff'.- l i 106,00o !sy sle.c9 kI O i 3 770 I 9cct3-+-n 3-r-n _/ ( ( ( I Ita coa lG.co I29.a7lk I o l 3,8 90 ( en! f g-]-n'/ llc coo Ic.ce as.a7I A I l l 0 l 3, 690 \\. 4 sri \\ b-s-n ! 2 I /2c.1sb I.ot 'ai.ar h l l lI 4.2 'lo C I Nl( (l//S",ccclG.coannIA I I ll 1 907c \\ 959 l ) 960 3-6-0 2L ll9 Sc6 G.015.37 8 l/ ll l 42/o I 1 t f 96/ f D q /3 i 0 0 0 C.co Q827 A I 2i 4 63o i l sex.u ~ %2i3-+-n l3-7-r3 3

3G, aco it.co asar A/

2 9,8]o 35.stancato Cyancer

40. Remarks x 12

O Cube C Core C Cther CIecked kviewed by Q.C. go (Days) Testeo By I e DN'A% un l I mw @l Lil W (j '41.Lacoratory Supervisor Signature ,42.C at e a 3 wn se I Nl v \\ B Type of Breams: A = Cone. Mortar Fadure E scone. Aggregate Fadure Ca Shear. Mortar Faaute O = Shear. Aggregate F2 dure E = Otner 7220-CCF-39 Rev. 5 W //S/*M /Y87 U.S l'-1 - / 3 o @/Y y 5 y _rry $ p m m --o

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2. Date Fisced Nfit-Res AErren /etc42.I 3 -23 3.Ptacement Location fLLIED CON CRE TE

""' ***^ : Source 3 A. iComent erano a type ! A l t- / & D Coirc tes re i+ 2 7' W if T YPE l~ 4.Mia

5. Clase 6.*G* L.st 7.Recured Strengen - Eg,g A

h os C No Ag J.7 Day?- gg

8. TestGata At 9.Unst Weigne ASTM-C-138-74
10. Yleed a

.biffCh Nk? O*U Lts1Ft M.]h

11. Monotursc Sand ' ASTM-C-566-67(72)

Stone 1 S'one 2

12. Water /Coment & Pozzolan Ratio

[* O O ' 08 8/4 O'27 g Max d< 3 7 Act.

13. TecRet No.
14. Truch No.
15. Time of Testing
16. Time of Motding bd9b[

[ Hrs at Yards Hrs

17. Slump ASTM-C-143-74 18. As content ASTM-C-231-75 19. Temp : Concrete
20. Temp: Ah-

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  • r 3']
  • F Tc) WM 87' unene.

22.htini Cunne ASTM-C-31-69;Iher::2/Due Date. 23 Stripped ASTM-C-31-69 h.Arutinas g [o

  • F Togo *F; G7

/ 7.21--83 1 3-6-U 0 930 At Hrs AA 4// TC.- COMPRESSIVE STRENGTH DATA ASTM-C-39-71

25. Speernen
26. Cate
27. ogg, 2

23. Total Lead ictual Actuai l YCe i M' Strength PSI W8 identification Moeded Tested g. in Peunds Cys Diarrt Cys Ares ;eri,ani Reid i Lao SP/61f % 2--f-f3 3-?-73 .3 /33.500 Cm 9827l. A ) 2 4, 79 0 i 9H f 3 -//-D ] l l 50. 5'00 c,. n t T. 37 A I f $300 981 f l( ? 155 500 4.no !.c.1, ' c. l l fo 5500 / t /6 3-//-F3 ~l hIGI,500-I C,.no.17.3.7 A 6 57/O: Is.99 as.ie lh l I l e 59,o \\ 96 75 3-[rm I M-l /G6 foo I \\ %r ( (l17%000 Goo!as.2, f I 13 C 150 l %h l 3 -It-n ' fI /d 8. 250 C x I29.110 / 13 $ WC s t SP/M+-. 920 I 1-4-13 I +-/-O M l175,000 /,. 1.i 23.1.7 8 l Xl leS40 35.stancaro Cyuncer 40.Remarus C4 A 12 C Cuce C Core C ciner " o (Days) festedBy C ocked By VIEWED DY Q C-g / WM 5/ stw 5 o ? 3 t.A l n 5 ~l ' G lum Gu) I l' (d /l-/ R267!%3 d/ l. cat. l y 41. ,aio,y Sece,...., .gnatu,. 42 Type of Breams: A = Cone. Mortar Fadure S eCone. Aggregate Fadute C. Shear. Mortar Fanure D 3 Shear. Aggregate Fadure E sotner 722C-CCF-39 Rev. 5 W t/stM N C.2 7 a.s r-m - is o c, i.f css 7 sor - _.. _ - _ _. _ _ _.. - _., _._ _ __,- Q- _,Q_u_ _ _.. _ _ _

c~,.___..._1.__ = - ~ SECHTEL POWER CORPORATION MIDLAND NUCLEAR POWER PLANT JOS 7220 REPORT OF CONCRETE CYUNDERS

1. Pla c em en t icentmcation
2. Cate Pteced Nld nes wrree

/4E62 / 3 6'] 3.FiaCement Locatiort All ! E D C cN C R E 7"E 3 A. ! Source Cement t$ rand a fype PLANT DATA QU. /Ee CCN CRE 7'E 4 E 7~M4 TYPE I 4.M.a

s. Ca.e
e. c est 7.a.au,.d strengtn d

F ee C No NOC pSg 4g M Days

8. Test Data At

' 9.Urut Weegnt ASTM-C-138-74

10. Yleed :

BitTG/ MANT WA) /D N & G,9f tosiet

11. Monoturoc Sand ASTM-C-5 6 6-6 7(7 2)

Stone 1 Stone 2

12. Water /Cament & Pouotan Ratio l'O

$h JYS 0d9 Lsax O*b l Act.

13. Tecnet No.
14. Truck No.

I S. Time of Testing

16. Time of Molding b.3 9[pf O

O Hrs at Yards Mrs t 7. Slump ASTM-C-143-74I18. Ar Content ASTM-C-231-75i 19. Tamp-Concrete20. Tamp: Air 121. Inseats Gb w w 3 49,, \\ &f r 3, F ,nene. 22.lrutans.Cunng ASTne-C-31-69;Iher:2/Due Date

23. Strwood ASTM-C-31-69.

f4Aruttale 6o*r Toto *E; C,t / / g.2 {-[] 3 -C - 83 O Mo ur, pg Lp Th_ COMPRESSIVE STRENGTH DATA ASTM-C-39-71

25. Speevnen
25. Date
27. Date 28 29.

Total Load tual k 'dctual M8 iM-ypee Stro6Ctn P$t Identification Mo6aed Tested g. .Cyl Daarri Cyl Area Br,e'en, Fie6d l Lac l in Pounds SN#f-- 97/ ?-t-D 4-/-13 l4 I /<B. 500 l2t. 27 A / 1 J'l 6490

3-d.oe

_ f 97.L / H-9 A8 I25.250 i <,, ~t.c R

7! & *'-00

] 97n l ! s-1 n l Go l 903 750 C.co I.n YA l I s91 . 2 to ar 7 97NN. (.(.(.l2001IOOONul3227.A.I 5.1 I T I50. r 97b \\ 5-3-t3 l bc l 'Altf, 000 Ic c= l.29 27 I A ll !S9 7570 97(s \\ 6 - a-?) 90 I I ) 977l ] (1(l l l l SP/444 ~~VN I 3 kD fo 'A*V3 h 35.stancaro Cynneer 40.aemarxs % x 12" C Cube C Core C Cther ' e (Daya) fested By CIscked BygN viewed by Q.C. g M !.uM, k #. R4 ' ftW Sit 81, n E Go (Mhw W l I 3, 41.Lacoratory Supervisor Signature 42.C ase i Type of Breaks: A =Coce. Mortar Failure S a Cone. Aggregate Fadute C= Sneer. Mortar Fadure D = Shear. Aggregate Fadure E=Ctner 7220-CCF-39 Rev. 5 W llSAN W S u.S T r** /J o ( t / w 7 p_

j x .-..2. ] ~ '~ SECHTEL POWER CORPORATION M60 LAND NUCLEAR POWER Pt. ANT JOB 7220 REPORT OF CONCRETE CYUNDERS

1. Pla c emen t scenemcataon
  • Date r%cea

///d AEE LE'7'rEA= /s44.;2./ .? - F r?J 3.Ptacament Location l itLL-tsb CDMCM / c' 3 A. Seurce Cement tuano a rype AL.L./2b CD/'ICAEli 14 E TN& M/E E 4.Mia S. Class 6."Q* Last 7.Recuarea Strengtn 3 M'e e C No MMo 2E PSI At Dav9

8. Test Data At 9.Unst Wesgnt ASTM-C-138-74
10. Yiese a h5(h SkN f l

'5 0 Ob o Ef* LustFt 1 1. Mossture: Sano ASTM-C-666-6 T(72) Stone 1 Stone 2

12. Water /Coment & Pozzolan Ratso A/lA-l* IS V lrO 0*h er, Max 0.] ~I Act.

s

13. Tacket reo.
14. InJcx No.
15. Time of Teeseg
16. Time of Molding

[Q 9hh 8/7 Hrs at Yards Mrs 17.Sanno ASTM-C-143-74 18. A r content ASTM-C-231-75 19. Terre: Concrete '20. Terro: Air p t.insease 3% /.& sl 20 r 39 F(7c1Ar wM ,xse. 22.irenas Corng ASTu-C-31-es;Iher:a/Due pace.

23. Saeomt ASTM-C-31-ee
24.,*=mie,7qt (c
  • T Td ?g
  • F; (77

/ f-zA.'g.3 5 - G'-73 p, 0% 91, \\ /za, gr3 7-( CCMrftESSt\\E STRENGTH DATA ASTM-C-39-71

25. Soecanon
26. Date
27. Cate 26 2 s.

ctuell ictuai g Total Lead l YD Cyt Diam Cyl Arsa iBr,,k'ui Fied i Lan 1 " Strength PSI idenutr. anon uoeded, Tested h Pounos 5//#N 9 99.3 -+-73 ol 3-r-D l! Io 3, Coo l5.96 '18,09 ' A i l I I O 3680 _f 920 f ( l Jo9. 000 sM 28.18 A/ O BOO \\ wIA l3N-n I / 79 oco Ls m ' M i e A l l OI 35to \\ erd \\ lu-n! 2. l //d ooo .r.s9 as,la A l / ! / '/ l.2e ) m' \\ ( i(i //7[7.ro l(.co! s,27 A '/ // / 70 2 / i i i i i 98&l 2-G-D\\2. i H U oo V.c6a2.17 f f II 4,090 I 98! / I3-7-01 I*$GoosLool.1sa1A.1 2._l ll y go 2 j i aio ao C.co Ia.s.27A 'I

2. i qqo snar-%l3 Eri 3-7-0 3

i I 33.SIancaro Cyunaer .gt). Aemark3 x 12'* C Cube C Cere C Ottser go(Days) fested By ecked g Viewed by Q.C. i e lhk -u I um 0 1 $w ar; h./ l I k f 41 42,Cate 3 L n i P. e /i s/ I.Lacoratory Supervisor Signature i l c Type of Steams: A aCons. Mortar Fauure 3 = Cone. Aggregate Fauure C. Stear. Mortar Fanure D = Shear. Aggregate Fanute E Other 7220-OCF-39 Rev. 5 A llSFM-Ne7 usr~-n./.rsq,9 n,.S7~.g y Q u _...-_,.__,..,_..__._,.,___.,..._._....a.,_.,_..,......_____.._,,._,__..._.+._.,._,_..__-._._.._.

_~ ..-____..__u_ iI a i I SECHTEL POWER CORPORATION ' MIDLANC NUCLEAR POWER PLANT JOB 7220 REPORT OF CONCRETE CYUNDERS i ~ 1.Ptecement scentencation 2.Date Places R/' REA LETTEst 4v32 / ?'t-Cr 3.Ptacoment t.ocataan AlL i cc/ ew'r Te 3 A. Sowce a C.meni er.no a ryp. l PLANT DATA e AlL/r <"r n?en ?? M1'/Alf WE 1

5. Clase 6.*Q* Use 7.Recurse Strongen
4. Men g, 7 j

f D ea - C No hW M pgg A, Days l

8. Test Data At:-

9.une Wesent ASTM-C-138-74

10. Yleed a hfVC/4 ft/ /!l (C /}1 )

l0. O Lbstrt Sheff 0

11. Mcsoturac Sand ASTM-C-5 6 6-6 T(72)

Stone 1 Stone 2

12. Water /Coment & Pozzosen Ratio 0* W

/. O ^%

0. /*

/J)/2-Mas 0*Tl Act.

13. Ticket No.
14. Truck No.
15. Time of Testing
16. Time of Motding -

[t,d 9[*[(r /@ /O/) Yards /O/I Hrs at Hrs 1 T.Seeno ASTM-C-143-7418. ArContent ASTM-C-231-7519. Tamp: Concrete

20. Temp: Air 21.arvesas lfrdaront 3h

/. fn _% l ^) o r 39

  • P snene.

22,.iness Cunne.AsTu-C-31-69;Thern/ Dye Daee

23. Sinpoed ASTM-C-31-69 2

.nmass ycg c,cf F Ta % *E; g/ 7 / C.- u -?] g <;~ m 2, c>9/c) yrs .rp rw COMPRESSIVE STRENGTH DATA ASTM-C-39-71 l3 '* i ce,3 Cure 34.

25. Soecunen
26. Date
27. o,,

28. 29.

  • 0' Total Load

! AG* !C Ira!re'aklFwidItan WoWeion Moeded Tested in Pounos iam C 8 t ?- +-Tr1 3-7-71 3 i / 30. S'oc S 97 2812 Al Ql llf30 JP/6f.f-t i I 5-3 ' ls.w l oit? l Fr l t 543c ' l p ' 52:c 987 ( 3-/M3 ' 7 ' !. : ~, oo o T.?? ' =.;! n pr m e m i n I >; l cci snoo f i e lr-i su 989 I 8 . b lg'l % =

v. : 5:.27 n C::

t k 9ft? ! k .l.-//-0 7 I k @ $- P lU N $ l' III$N 3 ~ ' ' h 3-te-w M- ! /68 Coo ! m -i:p2aos A,1 lG;l G coa s \\ 9W; 9 92 ( ( KY Scol$0$$cs A I i3l 5 89c / l l 993 \\ 3 -/M3 M-l l 73 000 S.99 98I8 A i 13 G,l40 L [ Ef/hYf-- fh0-f"-i] N-$$ k N ]..$00 (~.00 lA.17 O ) S~l bW 35.Stancato Cyuncer 40.Romarus C x 12** C Cute C Core C Ctner 8 ' e (Days) ested By ecked By Viewed by Q.C. g / 3 N, s \\%b 0 m s s.n l n wak % l ( 41.1.amoratory Supervisor Signature 42.Cate a /4 cf ez M y' V I Type of Breaks: A = Cone. Mottar Faslure S = Cone. Aggregate Failure C. Sheer. Mortar Failure O s Shear. Aggreqate Failure E = Otner 7220-CCF-39 Rev. 5 MW* M. Nc0 7 us 7~-try-f.2 o c sn/ y 3 7,,n._ z, (;,g ._____..._..-.__,_...-,,__...,....___._,_._._._.__-_=,.mm---

r-h h 7 E ~, 8ECHTEL POWER CORPORATION k j a-MIDLANO NUCLEAR POWER PLANT JOB 7220 g REPORT OF CONCRETE CYUNDERS 2

1. Plo c em e n t identrhcaten
2. Cate Ptaced F

L Al//2-FEF 1,EMA A'66.2 /. I~9-S3 g

3. Ptacement Locarnon Al L ij el C <* /tD't Ir 3 A.

Source i Cement erand a rype OLANT DATA, PI L / Th Gr/vc/r I'C A f*/ A!i,* / O J-

  • ^
5. C:aas Ie. C' ust
7. Recured Strenctn
4. Mix g N f

7Y e s C No fo#O PSI At D avi E

8. Test Data At:
9. Unit Weegnt ASTM-C-138-74
10. Yietc :

lSk DO LustFt 26'9b (f & A /9Mi' [C /1 ) 1 1. Moisture: Sand ASTM-C -5 6 3-6 7(7 2) Stone 1 Stone 2

12. Water /Coment & Poz20 tan Aatso l (1 t

l' Ab'AI $J65 Max 0,3 7 r et.

13. Tick et No.
14. Truca No.
15. Tirne of Testmg
16. Time of Motaing

? h _1 'f (v {, /Y l0! D Hr3 at S Yards l W lW Hrs y

17. Siumo ASTM-C-143-74{18. Ar Content ASTM-C-231-75 19.Tenu - Concrete

' 2 0. Term Ar l 21. ertale Incnes / f, ' %l Y

  • F A

_F ( R/~ Wf) / f 2 2. tuttal Cunng ASTM-C-31-69; Ihe rm/ Oue Da te l2 0. Sincoed 24.inMale g4 74 v A S TM-C-31-6 9 { [.C

  • F To 7tF; 4/S

/o-)q<5 3-Iv1 e4 /- 4, ses, 7f g/3 pg g / / [ CCMPAESSivE STRENGTH DATA ASTM-C-39-71 V 21

21 Total Load 25.

Specimen l26' Date l27.og,, g, Actual, ictuas YC,' ' Strengtn PSI { ,ested ' in Pcunas Cyi Ciarn Cvt Area Breaso Fe'd I'20 Identrticaten l Molded i e i i w 3 f /.'.Yb I 99f"3-f -8) l f-/-SJ.28 !/U 250 i 6.n ' % D lf ll 2 7 MW l i I ~ l r El l i j l l g 9 96 f '4-l-4) AS' ! q ey % : ^.n !c / M 70 rI ( 9n ( ) i s~ +G (cc ' 3OH co o G cc 2E n b'I 54 722C I \\ f97 \\ 'k,I '59 7,410 i 9c8 750 wi ua r-ff ^b fh O ?? Y l0 Y \\ \\ \\ g t \\ /000 l h 1$) 90 l l t i I /00/ i i i / / t_) ?/k-l00?, ] ~ f-S] ( ^Y] .g an atancarc Grecer

40. Aemarks E

U* x 12" [ Cu' e [ Ccre [ Cther ~ v6. a 7. vo. as f Age (Days)l Testec Sy i ChecMed 8ypevlewed by Q.L. l k l'^' l k

  • 'I h

l dum t S-N ** j A34. id 3 3 E E 6o h%"d) l ( b

41. Lacoratory Sucervisor Signature 4 2. C a t e j

j 9 d I I I Type of Breams. A

  • Car'e. Mortar Faoure B. Cone. Aggregate Fadure C = Sneer. Mortar Faia re O = dnear. Aggregate 7.mure p

E = 7tner E 7220-CCF-39 Rev 5 L" //W-M ? Y 2 7 u,5 7- + -ts e mig u 3 i m -c 2@ u -~

_ _ ~. _. ._,~ ~ SECHTEL POWER CORPORATION M10LANO NUCLEAR POWER PLANT JOB 7220 a. REPORT OF CONCRETE CYUNDERS i i i

1. Placement idenuncation
2. Cate Ptaceo

/Wk FER LE77ER /8(4 2) 3 ?) 3.P'acement Location

  1. Lt /Eb Co N CAE1 t:-

3 A. Source Cement stana a ryo. sfLLiGb CONcp E7 E- >{t2 7'M& 7"( b E Z~

4. Max
5. Clase 6.*O* Ust 7.Recuroc Strengtn hos O no f.:.
g. 3,

At #

Day,
8. Test Data At:

9.Unst Weignt ASTM-C-138-74

10. Yleed :

Bh7'cff PlifM7~ (CM / i1 M-3 3692. Lusive 1 1. Monstura: Sano ASTM-C-SS6-6 7(72) Stone 1 Stone 2

12. Water /Coment & Pozzosan Ratio

___ Deb Nlk O' Y) Uas 8& Act. ltO

13. Ticket No.
14. Truck No.
15. T;me of Testing
16. Time of Molding bkkb77 Mb

!O Hrs at Yards Hrs 17.Siump ASTM-C-143-TA 18. Ar Content ASTM-C-231-75 19.Temo : Concrete

20. Temo: Air
21. tnicals 3 U-unene,

/7 %l for 3 E'

  • r l'7hk7 WM r

22.Inmes Curmg ASTu-C-31-69;'Iherm/ Due Dace 2 3. Stnopec ASTM-C-31-49 424(Inmass (dF To ?o

  • F ;

f./ 7 /g,a'f-83 c _2 -> 3 -FM /OJZ 3 gr,Qyg g 2, ~3* YA JMM2 COMPRESSIVE STRENGTH DATA ASTM-C-39-71

25. Soecunen
25. Date
27. Cate l25

@ Strength PSI 29. CWe Total Load ctual ! ICtual

yDe, leer:trficanon Monsed Tested q.

in Pounds Cyl Diarrt Cyl Area 18te'ami Fie6d I Lac l l 90 500 C.w l26.9 7 ' k I O 3 900' l MH&-- /so). 2-+,13 3-r-71 ( /oc F [ { N l 9.500 l G.co bas.27 I A / O 3.316 teork 3 b-83 l/ l /00,000 I m Ns.37l c i O l 3,5yo G \\. ixs h 3-&-r)I 2, I ll3_s co sgs as.o9 l A I I.I yoyo /m7 i k (~ l ( ! o h,Sco s3s !as,c>9 A ! / l / 3 90c> I I / /ro% l 3N43 I // 8. oco c.ce ssa7 A I I 4.I70 i too9 l l 2.,-g3 3 l / / 8 o ao G.w Y.91 A I J W 4.170 subs-soio 3-+-h 3-7-71 l 3 IoMoo o G.ol 9937!A ll

  • zl4<-leo i

OS.stancarc Gruncer

40. Remarks N x 12

C Cube C Core C Cther ' e (Days) fested By CIeckedB ' viewed by Q.C. g O L,w I I. am ui

2. w a %V I

(Q

41. Lac ratory su ervisar Sagnature 42.3 ate a 3 km5m@3 y

i d Type of Breams: A. Cone. Mortar Fadute B = Cons. Aggregate Failure C= Shear. Mortar Fauure 0 = Shear. Aggregate Fauvre E sotner 7220-CCF-09 Rev. 5 yst'.r) yy6 7 a.s r. A-13 0 G l u.s 7 -pr - t.,,,1 Q ( o

! :j BECHTEL POWER CORPCRATION - p uio:.AND NUCt. EAR POWER PLANT JOS 7220 REPORT OF CONCRETE CYUNDERS t

1. Pts c em e n t identencation
2. Cate Piaced A/bi-h'ER t.277T4 /of6.11 3-f - 3'3 3.Pfacement Location A LL IED CON CR E TE 3 A.

. Source Cement Srano a type ""' **** lA L /- ( E b COM CR & 7'& /fE 7~AW TYP E E 4.uia

s. Cia.a
s. O u.t 7.R.oused Strengtn N ee C No bM U

~ PSI At Dave

8. Test Data Ata

' 9.Urut Wesent ASTM-C-138-74

10. Yleta :

BitTc// FtdN T h M ) MR-% 3 36,9 L tastre i 1. Moteture Sand ASTM-C-5 6 6-6 7(7 2) Stone 1 Stone 2

12. Water /Coment & Pozzolan Ratso

/o 06 N/A-s

o. 3 93 ua car net.

s s i 3. Ta.t no. i 4. rruc= no. i s. Tim. of T..uns t e. Tim. of woio.ng bdNr7 Mb Hrs at Yards Mrs 17.Slurno ASTM-C-143-74 ta. ArContent ASTM C-231-7519.Temo-Concrete

20. Tomo: Air
21. instials 36.
l. 7 s l 32 (re)sr WM

,nene. r r 22.runas C nng ASTM-31-69;Ihern/Due Date

23. Stnoced ASTM-C-31-69 20 heads f0
  • F ToRD *F; f}/ ~/ / Taf4p 3

C'- 2) se /d 2 yrs pp Tc_ COM*8RESSIVE STRENGTH DATA ASTM-39-71 A Specimen

25. Date
27. Cate 2

23. I Actuai YD*' Strength PSI Total t. cad ctual identrrication uoeced Tested in Pouno* Cyi ciant Cys Area i er,e' gl Field i Lao I a SP/6 ffp *~~ i a fo// !3-+-D 2-7-7? 3 i /M Sco (.or be.37 A/ F__ 9 // O _ l ist.).- f 3 -//- D l 7 ll4 W

c. coin.;./4

/ & l Srw ( /co ! [ f l ( ! o non !<:.oo N : / A 4.!SS/o /S / . k toiLI I3 -//-22 l 7 Lpis, ign c..co.I cui 4 / tc [$1tho t x i s i i ! ?-/r-tf i & ' /62 250 II97 ias.isi A / i/3 5 76o /0/59 ) I roll-l l ( (l/68,000l600\\as.17 B I /3 S,940 i [ [ 3-/t-a1// ! /66350 Goo as,2.7 A / /3l.5J 880 /e/7 i i se/&f6 10/[ ! - t-t] ! +-I-b r M( l I 3c.,9.To m +

!.it 2 1

37 ' 'O 3 35.Stancato Cynncer

40. Romark t b" x 12" O Cuee O Core O Ciner g

Viewed by Q.C. ' e (Days) Yested By 'leck ed y .3 or, st:ral &( Al A,3o s n n '"h c 6II WA4 C-r u) ( ET 4 E-l/ ' 41.Lacoratory Suoervisor Segnature 42.D at e 's /4 ,m rc lO6 V I i Type of Breaks: A. Cone. Mortar Failure B a Cone. Aggregate Failure C a Sriear. Mortar Fadute D = Shear. Aggregate Failure E 30tner 7220-CCF-39 Rev. 5 ? t_..,,,,-----._--...-

~ ~ SECHTEL POWER CORPOR ATION ,.a.' MIOLAND NU('. LEAR POWE.9 PLANT JOB 7220 REPORT OF CONCRETE CYUNDERS i. Cate Ptaced 2

1. Pla c e m en t Icentrncaten 3 S2 N/A-PER L E T T~Et

/s&& t/ 3.P'acement Locaron

  1. LLIEh CON CN E T &

3 A. Source 4 Cement Brana & Type "***11-L.L /E D CCN CR E 7^& \\ /f E 7~N4 TYPE E

4. M tX S. class

' 6.*O* LI3t

7. AAQufed Strength M

W es [ No hddC N PSI At Davs

8. Test Data At:

9.Urut Weegnt ASTM-C-138-74 ,10. 6eed : 0h (h hkh ($I A L3s/Ft $h, S

11. Mosture; Sand ASTM-C-5 6 6-6 7( 7 2)

Stone 1 Stone 2

12. Nater/Cament & Poz.zotan Rato lO
0. (s

/ 0M A ct. NA s I d W? Max s s

13. T.cxet No.
14. Truck No.
15. Time of Testing 16.T;rae of Molding bd Nh 2

/8 Hrs at Y ar d sl Mrs ~~

17. Siurno ASTM-C-143-74i18. Ar Content ASTu-C-231-75 19.Tarno : Concrete

,2 0. Temo: Ar

21. :nstata
  • c i

.3 ?

  • v l0 ))r Ltti )

3Y2-unened l sl &Y v 2 2. Wetal Cunng ASTM-C-31-69;Ihe rm/ Lue Date 2 3. Stroced A S TE-31 -63 6 2'4 /instiana (4

  • F To 80 *F; GI7 / g _g_py l 3 T7 N_ Z_3

_ ms l Etg 7t 3t COMPRESSNE STRENGTH DATA ASTM-39-71 25. Soecrnen i 28. 29.

26. Cate l27. Care Cure 134.

Total Load l yce i i Identrficaten Monced Tested I

  1. G' in Pouncs C

sam C a !erNxi Pek1i Lac ^ l \\ suffs -- l /M9 3-4-43 f-I-Uickfr l29.bO0 lG~ MG'A I l M ' "' " i. ~ 'I S.c c M. :: I4 /Cao- [ l 4 -I-?] l2@ "^^/ 7 C l: 2 ! % /C "' Y S l 'i / \\ F3 D 60 / 93 SC c c ou u.n A ' i ls8 a.evo / oat \\ to n \\\\ ( /93,500 ! G co.28 n A i !sm c, s io 5 ~3 D GO I 9G SCO G cx, as 27 ' h l 5't G.95o M13 / bad- ! [o Q -h fO i { f (' l /02 3r/(4(, - Ma?, 3-f43 G+U 90 l i 35.Stancaro Concer

40. R emarns W 'x 12

[ Cube [ Core ~.' C ther ge(Days)l festeo 8y Ch'ecxeo 8y Mv iewed by q. C. l I E Dm F %

9. "

^ ^ :m g g 4 L 2 Go ! gc, QB A ) l l 41.Lacaratory Suosrvisor Sign a t ur e 4 2. C a t e 3 i 5 [ i Type of Breams: A Cone. Mortar f auure B = Cone. Aggregate Faoure C Shear. Mortar Farure O = Snear. Aggregate F a. lure 2 = Other = 7220-CCF-39 Rev. 5

  1. p*

"I 1487 u s *1 - / 3 c q i y co sy m-u p y u

~., DECHTEL POWER CORPORATION MIOLAND NUCLEAR POWER PLANT JOB 7220 .=. REPORT OF CONCREie CYUNDERS ~ T Pacement k24ntrnca te

2. Cate Ptaceo

^:/A- /Wf, a T7'Eg fo&{,2I f J - + -83

3. P'acement Location A L L. / E&

cv^1 cRE TE 3 A. Source , cement t$rano a type A T.\\ , LL,gg (gg (pg 7 g g g TN1 7FM [

4. Mex

' 5. CWs 6.*O' L.st

7. Recurrea Strengtn 7

[ [' l [Ms [ No ft'T / i PSI At Days

8. Test Casa At:

9.Urus Weignt A S T M-C-138-74 110. Yiend : A M [C/Y [/ dN I CM/ /$ Ob b2 i L D :s / F t

11. Monture Sana ASTM-C-566-6 7( 7 2)

Stone 1 Stone 2

12. Water /Cament & Ponotan Ratio lO 0.&

A//A-C Y/2 una l'. 3 [ Act.

13. Ticnet No.

14 Truck No.

15. Tirne of Testing
16. Time of Molding i

[* 2. 9h[ M !!O Hrs at Yardsl Hrs 17.Siumo ASTM--C-143-7413. Ar Ccotent ASTE-231-7513.Temo: Concrete 2 0. Terno: Ar

21. recate i

[. 3 '/2-IncheE lS %l Y

  • F N
  • F CBT W

[ 2 2. netas Cunng ASTu-C-31-6W; Ihe m/L e Da te 2 3. Strcoec ASTAK-31-69 2 4. Irvttaas j k G.d*F To 7gs*F; 6j7 /p:-ZL/ 73 l 3-q.gg 3, _fcpoo g,, i g CCMPAESSNE STRENGTH DATA ASTM-C 71 25-Soecamen ,2 6. g,, l 2 7. g,,, 28 29. Total Lead fcmi 3 'ictual YD* Strength PSI ldentstication I Moldeo l Tested in Pouncs Cyl Carn CYl Aree Or akt b#d bdO S//#7-l j 91 00o en l2- +-83 \\ 3-r-s3 ' / i j I@! i 'c m M 3 7 ' b c 3,Rio t / _ f /aar [ Si 8 9 7.s o s cc May 'l i !O ' 317a i ( 3-s-n / B G 500 !c.co 32 37 'O I C 3 060 to n \\ \\ m3o i ! 3w z jos aco 'coc,147 tt I } 3, 7i0 l \\' /07,SCO !S M 28.18 W / l 38/0 / ell I \\ / /03 2 ' Y l 3-6 #1 L /O Y 500 }.co 99.3 7 h-l I'3 700 l m3 l [ ( 3 -,-r3 3 1/20,s~co icca a e.27' A ' I ZVaGo i aw-iw na w m 3 n,cco \\cci!awin 'I \\ z; S' o ro '35.Stancaro G,unaer

40. Aemarma j

hm 12*' [ Cuce C Core 2 Cener I Yge(Days) Testec By [C ecked 8 iewed by Q.C. I %w' F D hl A w l 2 Z b ui Olo @ I l (f 41 woratory Sucervisor sig n a t t.r e 4 2. C a t e i b f,s.Ih 5f ;"L T/pa of Steans: A = Cone. Mortar Fawre 8 = Cone. Aggregate Fai6ure C = Sneer. uortar Fauurg O = Shear. Acgregate Fauure E =Other 7220-CCF-39 Aev. 3 ~' _.li S /~- W 7 9' (? ? a.5 T~- r - /.2 o @ / Y c.t 3 r. en - Q (D c, o

BECHTEL POWER CORPOR ATION ,:a. ulOLAND NUCLEAR POWER PLANT JOB 7220 REPORT OF CONCRETE CYUNDERS

1. Pla c em en t Icentrncanon
2. Date Ptaceo N/A M F. LETYER

/d&#1/ 3 ^/'- 23 3.Ptacement Locaten / AuldD r_ew('I cTE 3 A. Source ' Cament t$ rana & Type PLANT DATA ' A u M D rencnG7E AG7xA 7WE s e

4. u,,
s. Ca.e e.a tot
7. a.au,eo strengin J;d $

.T Z Y es C No I hTDC 'b PSI At Days

8. Test Oata At.

ne'/r (e,n \\ l9.U4ut Weegnt A S T k-C-138-74

10. Yiend :

t /S~2. H-u siPt' \\ RG.6L mm i 1. unierure: sano AsTu-C- s 64-e n r2) stone i stone 2 !i 2. Water /Cament & Pozzol.an Rauo l /* 0 0* h Nflf~ 0

  • Yl --

Act. was J i a. root so. i 4. rna so. i s. re. or T.enns jie. Time ce woicing h2 kN I !O ._ Hrs at Yards l "rs J

17. Siumo ASTM-C-143-74i18. Ar Content ASTM-C-231-7519.Temo: Concrete

' 2 0. Temo : Ar 2. was 3L ,nened / 9 %l 7/ r l 42 s r-WM P 2 2. rutias Cunng ASTM-C-31-69; Iher=/ Due Da te 2 3. Stnopeo ASTM-C-31-69 2 4. tistiaan r,

  • F To f0 *F; 6,/ 7 /8-2 f- -ff J -.f - Q 3,

, a vo g,,, g 7 g g f,:. 2 CCuPRESSNE STRENGTH DATA AS (M-C-39-71 25. scocaen i2e.o,,, 2 7 0,,, 2 s,. ,34 qcw 31Actuas l fve*,""- Cure 12s. 7c,,,to,a

Cvi carn Cvi Area Bri,a,a Fle6d ! Lac i strengtn Psi identreanon

! uoiono, iesteo n Pounos Sp F 7 _.- l l l I /M] 3 f3 !4-/-f) c22 /6 c'. t CC l ? :/ n. ?~/ i ^ i I l' ' / \\.: '/\\ NW g f/- [ f -/ -f3 2f t7 7 ;~C O !,; o 2. 2 7 A / M90 I i i I t 4 \\ n?r , r-3 ej &c Aco coo G cc la n A / !54 7070 { \\ /ef& \\ / 9 9 o c o 6. a c' 2 9 2 1 6 I $4 7090 i -k N97 5-? f3 60 200 Sco 4 cv M 17 ' A ' / S'[ ' 7 O 7C i \\ /d97 &,-a -f3 90 \\ i i ? } ( l l i I f /dh ) I l i ( sp r n-N Tc 3 - + -71 ' 6 -a-23 90 l \\ l as.stancara c,ancer 4o. a emaru s g W 127 C Cues C core C cinar JO. Ja. 40. QJ. Age (Cays)l Testeo By j Cnecnoo By,aev tewed by Q.C. l 1 l i k)hgn95 U i ur, CX. Vw t 3 GO fMirmo M i 3 } { 41.Lacoratory Supervisor Lgnature 4 2. C a t e b l \\/1 7 Tyce of Breans: A = Cone. Mortar F uure 8 = Cane. Aggregate Failure C Shear. Vortar F anure 0 - Sn e ar. A q ;r e ga t e T anur e ~' E =Ctner 7220-CCF-39 Aav. 5 m d pf7 -M - 7 Y @ 7 J A 7' M / 20 & O 5 r m. (,; r,q y

~ SECHTEL POWER CORPORATION . =. ' MIOL AND NUCLEAR POWER Pt. ANT JOB 7220 REPORT OF CONCRETE CYUNDERS

1. P la c e m e n t id entrhcation
2. Cate Placed N/A PER 2 77~ Ele

/'O M 2 f i E t 3

3. Placement Location k!U l'fl/1l N $~If 3 A.

Source Cement Brand 4 Type Pt ANT DATA 4 l ALLK C rrnCRE7G A f rA/A T WE' l' 5 ls. Case r I z Ya. [ No l y c. 0,, ,s, At 2r oav, i

e. c tat
7. Recureo Str.ngen 4.

a S. Test Data At: 9.Unrt Weegnt AST M -138-74

10. Yiend :

$s /V / (//l l-2E /kn Y{b G L3slFt

11. Motsturet Sand ASTW C-5 6 6-6 7(T2)

Stone 1 Stone 2

12. Water /Cament & Pozzotan Ratio

/.b b, [, _ [/ 8-1_ Max _ d.N Act.

13. Tkn et No.
14. Trucx No.

j o. Tirne of Testing

16. Time of Motdang 1

b5 /$ l ll 0 $ Hrs at Y a r ris lY Hrs

17. Siump ASTM-C-143-74118. Ar Content ASTM-C-231-7S 19. Tem : Concrete
20. Term: Ar 21.

tais 3 '6-IneneN /.9 %l 7/ 'r l Y 2-

  • r l HCL FT l

<x ir7 ~ 2 2. inrtiaA Cunng ASTM-C-31-69; Ihe rm/ bue ' a te .2 3. Sincoac ASTWC-31-69 2 4. rirtsaJe ' v (C* T To E D*E; ftJ lHSf3 l 2~.5-E3 s,,lrg 7c t,.- xac ,y COMP 9ESSIVE $TRENGTH DATA A STM-C-39-71 23. S,ec, men

26. ca,e
2 7 ca,,

2g, ;29. 9,,3i y,,e, Cme 34.,,,_,,,, 7,,,,c,,o mentreicaten uo.eso Te.teo i ,,poune= Cvi ciarn C <i Area srs'ami Field Lab i SP 4f 7 - 1 I air a +n l 3-7-n i 3 ll9i Soo ' c.oe. a s a,, A ' I ' 2 l y a 3a i _ f nx, { -ii-23 53 -) '5" u 1lA i l6 bMC 2 ~ io n ( ( iva, ona s ~ 22.17 il i G Sitoo \\ isjg

3-n-n 7

15.c x

h. c

.::. u n i l C ' 5~B i n \\ im \\ 3-irn / F / G4 soo 5.m u a A I 13 M 4C \\

( ' (

I6 /. 00 0 s., asa s ' A t I ;i3 5 7lo /se c! L / F/ 3-a r3 /F /69 250 s.v $8.18 ! A ' / !/ 3 5 830 uv/ i 6 j i 3+ iG f? /0 72,3-t-n ; +-l-f] 4 ' /fC Sco s.e e

i. n j

/ M 6%D l 35.3Iancar- ; y urce'

40. Aemarxs Nx ' 2

C Cuee [ Core [ Cther ge (Days)l festeo 8y ' ecneo 8y;NIvlewed by Q.C. l [ t/Vr*1.$8~ W Mk/,' d d k ~/ ls s G 3 ){t,"[ l { n ~ ( d /4 I Rr c1 M V l ,41 Lacoratory Suoervisor 3ign a t ur e 4 2.C a t e j Type of Breams. A Cane. Mortar Fadute S = Cone. Aggregate Fanure C : 5 hear. Vortar Fanure C = Shear. Aggregate F ailur e E = Other 7220-CCF-39 Rev. 3 (15F / 4 - 7 Y @ 7 u.S T

  • m - / 3 0 @ l'l O W in y p g
    • 'h he. eau..upeem_qrw-

_..._._._ _-_+_. _.~ I-I /)._ l___..i._......._._...

  • ',o_j____orM n]! E O c '-- H +

i (rrn fsi G fre b s t1/x y i f $f / h$ U s I i i ~ L%b %_. r._& W: l.d<-' p Wc ~7 ase k e-.J-. .._.__._p... I i t r j j i i l i . __ _ -_s la u.)_a_ fig . /_3.ahs 4 ta_.cf !, M i n W/c ' S /u,4 : __gg g. T_EO._J ^ lbb.l_f. .M ~ _} i t i ' /A 4 i / A C M. 1 i t i i I fr._ i k__. 28N'N i !/4' I bh! I c t 4 2.f i i' 4 i 6Ifjb! . l26 0 3.6 2. N_.,' ' %j 3 .... 4 650.729) i l l '4Sff/

36 o 365 2 1,r >

N..6fte.. 7.333 . _ _..... ~ _.. - _. _ _ _ _. =. - - _.... . $ l-f Y b N.0_ -__..

3. L

-.. _ __. ll$. _.l _. i 1 i I i _._..__. 6 2-f W f6 o 41L. 3 .75.1._._. _._ 592o 6723 i i 1 a I p g.. __. AY .f N' 3 7b h.. 9/y i > > ny u s s. U. D. . A ll.$ ..-- -. - _ a .. _ v. - _. +_. 2._._. w. ..._..__{i._ } _.. _ __. u _... __ :. __.m _ _ _ a _a _ _ ........ _._. _ q. _. _..__ _ _ __. j _.. ~ l ~A ; Ih~ Q ufc nw __ a.y.:aF jFry L fad P oc _A

h-M- c.'-' ---[$o. c,. sECHTEL POWER CORPORATION' 4 ' WlOLANO NUCLEAR POWER PLANT JOS 7220 / REPORT OF CONCRETE CYLINDERS - . f

1. Placement scentiencation
2. Date Ptacee

/Alrf 0AU 2-s -S'3 W. 5. '/vb, -

3. ~-.t 3 A.

2/$N/Onw$.bd Cesnent Srane &,Typ$tdL %$ t Z~ Source g e s 4.wia

s. c:a
e. C u.t 7.R ue.d Stry$'i X

cl6 1~ & oe Q no & ~ ~' S nt D.,,

8. TeelData Atag b

/53 03 3 9.Unst Wesent ASTM-C-138-74 Lrf ;t13priseH \\ 2&,9/ T_.t. us.m

11. Monotures Sane ASTie-C-566-6 7(72)

Stone 1 Stone 2 -

12. Water /Coment i Pozzoenn Ratso

} /,9 O. S' LA .37 .36 Act. s s s u.a

13. Ticket No..
14. Truch No.
15. Tinie of Testing t o. Time t Woloing hMfO Mrs at Yards Hrs i

17.Shamo ASTH >C-t43-74 13. As Content ASTH >C-231-75 19. Tamp: Concrete 20.Temo:.Ur '21.trueens /.3 GY r 4C P Bi~wios ,nehe. s i 22.instim6 Cunng AST14-C-31-49;Iherm/ Due Date

23. Strippee ASTH >C-31-68
24. kuttais fg r.

To.u *r; cze / 7-u-r3 s - c. - se, At owoo Hre,/~. ss, a COMPRESSNE STRENGTH DATA ASTW-C-39-71

25. Specanon
28. Date
27. Oste 29.

Total Load 'ctual detuad Y g Strong.n PSI ldentshcation boeded Tested in Pounce .Cyi Diens Cyt Area Breams Fiekt i Las i ( W L6GV ll45' lS4-?3 R-fa-E5 l /80. 500 S.19 l08.IS h / O 3 570 ll % / /o0,000 f.cs 99.27 A l O XS*VO a A-s I / /oksoa s,99 be.is l A !/ o ! 3 6Yo l is! l a-7-n!2 /RV coo !c.es ss.a7l.4 / / N ~5 7o i im ,m I ) !.?- l /2 2.5o0 l E99 a6. g l A- / ! l ! R 35'o i i i A ! // 9. 7.Co Ic.oe!'ao27 A- / : / ! 4,940 /2o0 a es '3 ll3'2 500 S.79 28.18 I h-1 2 l 4 700 \\ tw g-r-n .- p i kiy co:Js-s -r:, ! 3-Ms 3 l/.2 6, 2 6 0 % 28.27 A- / '2.l 4, ft/O 35.Stancaro Cyuncer 40.Hemerns & a 12 C Cube O Core O Cener i a u,.nq $ f crs ] ("a# O e, W D - o r-w SPC. ige (Days) Tested By Ch'ecked By A viewed by Q.C. 'D~WD4*R k W Thr=1tnv) 0. 0. Q C. l U eu bc $ N'b' M+,n Do rn=, eo 4 - G. es e n 0 [*> Q 2-l-/Se (3 WM YC T l-{f] Ji}- / (8 3 wo us hpW i V l41.Lacoratory Supervisor Signature ! l 42.Cate f Type of Breaks: A Cone. Mortar Fsalute S = Cons. Aggregate Fadure C= Shear. Mortar Fadure D a Shear. Aggregate Fadure 1 E 30tner l 7220-CCF-39 Rev. 5 //ST-M * !!* 6 9 as7* m ig if UST-l'1%-t8G &c9 l _ ___. ~._ ___ _ ~.;_. _ __ _ _ _.. ..m ..m

~ BECHTEL POWER CORPOR ATION MIDLAND NUCLEAR POWER PLANT JOB 7220 REPORT OF CONCRETE CYUNDERS

1. Flo c em en t identrhcataon
2. Cate Pteced L u d, 'lX<x 3 4 -75 3.Piacement Locataan
u. s. / e.ut,,-

3 A. Source i Gement Stand a ryce ( N. X./*. Al Ad" (-sk., A

4. Mut
5. C:. ass

. C' L.at 7.Recured Strengtng c2.8 l' r_py o s [ No ,c rim'o;3, ,y a,, 9.Urut Weegnt ASTM-C-138-74 (y"f 3 W 6. Yield :

8. Test Cata At[ 4 5 9.03 3

24.9/ g L3s,et

11. Moisture: Sand ASTM-C-5 6 6-6 7(7 2)

Stone 1 Stone 2

12. Water,Coment & Ponotan Ratio

/, 9

6. I AM

.N . 36 Act. uax

13. licMat No.
14. Truck No.
15. Tirne of Testing
16. Time of Molding b.2 7 2 9

/h NMO b Hrs at Yards Mrs 17.5iurno ASTM-C-143-7418. Ar Content ASTE-231-7S 19.Tamo: Concrete 2 0. Tamp: Ar

21. instate T'1 l> $

yl W

  • F W U 05 W
  • F

/ p lnene, 2 2. Insttas Caing ASTM-C-31-69; !ht:r:':1/Due Dace 2 3. Stripoed ASTM-C-31-69 2 4. Instuas bgF To 7q *F;

f. 7,,

/ 7.tq.y3 3./o - F 5 At C3co Mrs ,/.,_,. s -y a c, COMP 9ESSIVE STRENGTH DATA ASTM-C-39-71 25. Soecimen l26. Cate

27. Date j28,.
29.

Cy,ctual ! ActualC,,2,se,,, g ne w ca,, TotaJ Load l YD l Strengtn PSI idem,acanon i uo.ded Tesie. g. w,gounes c W /.19 3 ' 1 1 LW ' 3-s-vs n ?3 l 3 ' ic18,506 lGw ! 2 84L7 b l' l

2. l 4/ 5TO I

c feo h.e/L28,77A / 6 ! 6 3Sc I e.2c v } l3-,2m! 7 / I e2c[ ) 7 f a.2 5 C 6.c l n. ; 7 /4 / 4 637C f / 6.2 cc C 2.cf '75.37 A / b'6%O

q 2 ss 7

e 2c t, 120 3-t9 4 T l'-/ }GS 500G.ol2927 h I 'l3 + $ 8% ) 70, 00 0 5, % 2809 0 l l 12ct ' IV G G. O O f / 6 7 00o ly,7 6 99.c9 b / ) 3 E,950 1.2c 9 3-19 -t 3 l'/ 3# \\ l i i i /6 5V /1/3 M-ev 4-2-?S 27 ! /40, MA !$~.+7 If? 17 I /t '/ J2 i G 7 TO

35. St an a GyWef
40. R emaras 6** x 12*"

[ Cube C Core [ Ctner g go (Cays) fested By C$ecked8 viewed by q.C. .3 E m Y N b ao o n /-Yl n n Q f.J1 80)Y l l \\ y /4 i2 T O f6 87 h)*) () \\ 41.LaDoratory Sucervisor Sign a t ur e 4 2. 0 a t e l 3 \\ l Type of Breams: A = Cone. Mortar Fadure S = Cone. Aggregat e Failure C = Shear. Mortar Fauure O 3 Shear. Aggregate Fadute ^

= Ctner

] 7220-CCF-39 Rev. 5 = y ys /*- M - 74 c' 7 U S r-M - 131 G t Y G ST 7bC 'k3% r-.8 W 5

W ++ o w b ((/p / f+g,#

    • /

IMAGE EVALUATION k,77 i f 9// 7 / TEST TARGET (MT-3) . 6<>/ 4,4;gg+4l bi l.0 't8'4 En ' M Ela ~

== ~ nu l,j f30 bb ~ pa 1.25 1.4 1.6 150mm 4 48+ ss' 1 +ef+4 s f,/7'hp),) +)p;;{;3 4 f o>//,,, <y

n iz I />hO' N b ['gj 4# / IMAGE EVALUATION 4 t.* 4

  1. , 5 jj//

/ f/ /5 TEST TARGET (MT-3) 4 / \\\\\\\\/// 3 N+ + E = I.0 E2 E .2iJ:f[3' c I n g =2.2 ,.x ;;Q tm %5 t nu l12 '?:h y. I! E ~ ((f b;,%E.jgj E8-I.25 I.4 !i i.6 (;g . ifra II 150mm - 4 4- -- 6"

  • ,&,k*%,

/ 4 br/ '&ibfb

._m ~ SECHTEL POWER CORPORATION MiOLAND NUCLEAR POWER PLANT JOB 7220. REPORT OF CONCRETE CYUNDERS t

2. Cate Piaced
1. Pta c ement ksenancatson j

L << 5 WD 3.Ptacement Location s N, 5. WA, 4 3 A. Source v Cement 8cana a rype PLANT DATA ') 4.Mia 5.Ciase 6.*Q 7.Requese Strgty/ cAO ,_ Y.. O No 4. 0. -' 2f oay, psi At

8. Test Data At:

9.Unst Wesent ASTM-C-138-74 V' 67 t'0Wiend a /, Lbs/Ft M*k[

11. Monsturet Sano ASTM-C-5 6 6-6 7(7 2)

Stone 1 Stone 2

12. Water /Coment & Pozzoenn Ratm?

/

  • W Act.

Max

13. Ticaet No.
14. Truca No.
15. Tune of Testing it. Time of Molding

[ta,W [(9 Hr3 at O N Yards Hrs 17.Slumo ASTM-C-143-74 18. Ar Content ASTM-C-231-75 19.Tema : Concrete 20.Temo: A4

21. Instais 9h.

l.3 %l 69

  • r 4C
  • r fC, t H, Ds
enese,
22. insnat Cunng ASTM-C-31-69;Ihers/ Due Da te
23. Strgped ASTM-C-31-69
24. Irustats

&z,* F To 7./ *F; c7c /t-gi-73 g -(.- 7 5 4, o3co Mrs va, se c., s T CCMPRESSIVE STRENGTH DATA ASTM-C-39-71 25. Specenen

26. Cate
27. Date 2

29. Total Load M l ictuai YD*' Strengtn PSI Cyl Diam Cyl Area Brfakt Field i Las identshcation Molded Tested

  • In Pounca

$P B>W ).1/ l3-s'-n v-1 An u.M 17 % % O !;.ad':7.r? 6 m WO l h s-1m l:S 193 can 5.=A U ?. t ? n I ri 6510 i.21 1 /.2/? $-4-U M) ! #dO9,0 0 0 Ceo M 27 G)! / $9 7 y/ O Ic &cGocQ 5.W u te 0 Il SR 73l O h ovl } l) b im-I f 5- -n i 60 l Qo3,oco Cec af 27 D I I l5'1 ! 718D j i (, 3 '13 1'70 l 1 /.2//f s.y7 h ?C Y l \\ YO /WIV s2/5 i8-5'-S3 r, ~3-72 35.Stanoaro Cynnoer

40. Remarks.

Cd" x 12** C Cuce C Core C Cther ' e (Days) Yested By C$ecked By Viewed by Q.C. g s 09 rr au 0 C,0 STM N VI (, l' l 41.Lacoratcry Supervisor Signature 42.Cato a Type of Breans: A = Cone. Mortar Failure 8 scone. Aggregate Fassure C Sneer. Mortar Fahre 0 a Snear. Aggregate Failure Esotner 7220-CCF-39 Rev. 5 //J1*-/4'I4(?? u s T-nt - l3/(a jy' Q ST-lMO -66$1 ?$'% I ~

_cz. BECHTEL POWER CORPORATION MtOLANO NUCLEAR POWER Pt. ANT JOS 7220 ./ REPORT OF CCNCRETE C'IUNDERS l

2. Oate Ptacea
1. pia c e m ont loentmcanon lAll Y

S~$~~D 3.Ptecoment Locanon {, /, / .I

s. ?.

3 A. . Source Gement arenc & Type J4f}].. A-s - N5 r 4.Maa S. Clase 6.*Q* Last 7.Recures Strengtn// @j h oe Q No V,f).9/*) PSl At

3. Test Casa Als 9.Unst Wesent ASTM-138-74
10. Yiete g

[N.M L3e/Ft 1 1. ucents: Sano ASThe-G-5 6 6-6 T(72). Stone 1 Stone 2 12.Watericament & Pozzoenn Hano ,,j ' 37 ,57 s I9 0.5 up s us, s s

13. Ticxet No.
14. TrucA No.
15. Tune of Testeg
16. Time of inciding 6:;L9 ?/

If /02-3 1 /O M wr= at varde ._a.1 1

17. Slump ASTM-C-143-7418.ArContentASThbC-231-75119. Tens-Concrete 20.Tenw: Air 21.arusais 9

L.L &b' s WL

  • r 87;M,DS

,nenes

22. tunes cunng ASTM-C-31-6e;Iherm/ Due Date 2 3. Strtopect ASTH >C-31-69 24.arutinas f.1* F To /d *F;

/ 2.c / / - 2 /-Y 3. 5 6' 3 o ,O At Hrs .h s :- c4 COMPRESSNE STRENGTH DATA ASTH >C-39-71 rf e e C-e p,, Clam Cyl Ares i reaki FieM i Lan li 24. ,,,e,,,,,,s, ua, is t,ua, a Soecone,t .a oate

27. o.te 2g,,

a Tota Loa. g identecanon Mowed Tated in Pounos .Cyl B $P /W' l -m s-&n / /c /. coo set as.in A / o 3 fB_o a .g,sr T ) / 97 7to s,es aeov A / o .5480_ f22c ini l s-w / so a 500 s.1s las.e A i o 3Gro t s 4!/ / 4/30 l /n2 1 3-7 n 2 // 6 foo E99 28.ig im! } .2 //V 950 sw as s A / / 4 050 ~ a i t l eny s-7-n 2 //9 ooo s.99 bg.fe A // 4' 2.a 0 s-s-n l.3 /20 Sco Goo as.ar A I 2 9, %o ) t im is.2/o g-s-n l3-9-u 3 l /26,.fco 099 28.Is A / 2 t/, Wo, sA /M5-i 35.Stancaro cyuncer 40.Romarxs LQf x 12'" C Cube C Core O Cener mJ u ur$< r m V tJ C e Al 4 ~T 2rM O no r-c f-" (*,y4, go (Days) festedBy C$ecked By e' viewed by Q.C. ~ I 'W'M SIN hT7 ?E 6 %)n

f. > N d N b.

QC.. lll. kfj

  • ut.J 'i-ll SS y)n7qppf d. l 5. *f a (Q Q Q,

w."b /er ! 2 lb/m/ 5 /* 7ew3 u- -f e e a. ~ 2.Cate 4 (8 3 wn,tu. 9k[fI V l 41.Lacoratory Suoervisor Signature y i l Type of Breans: A = Cone. Mvtar Fanare

8. Cons. Aggregate Fadute C= Snear. Mortar Fadure D = Sneer. Ac;regate Fadure Erother 7220-OCF-39 Rev. 5 ll.[I~-/.Y.* (3 $ l.

W* ! .- _. _ -- _ " 7/ $l (i. I 'i- -., _ _ - - _, --- )

m.,_ w.._, _ _. _ m.._ f SECHTEL POWER CORPORATION MlOLAND NUCLEAR POWER PLANT JOB 7220 REPORT OF CONCHETE CYUNDERS (

1. Pla c em en t icentmcation
2. Cate P*acea lA u [ 'A$N.,

3-5~-73

3. Placement Location

//,5. 'Z~[4b 3 A. Source g sCement Srano & Typ "*****/NbkbOnevd'kNrd.. $!8u &L Z~ ^ 4,Mex

5. Clase 6.*O' Last 7.Recured Strengt#/

h6 [Y.e O No 4, /1,'?M PSI At Days

8. Test Data Ats,

9.Urut Weignt ASTM-C-138-74 10.Yiend s g [be *N Lbs/Ft 1 1. M ustura: Sand ASTW C-5 6 6-6 7(72) Stone 1 Stone 2

12. Water / Cement & Pozzolan Ratio

/. ')

0. T L'A

.37 .37 set. s s s u.a

13. Tecxat No.
14. Truck No.

IS. Tirne of Testing

16. Time of Molding

(-19 % / / Hrs at Yards Mrs

17. Slump ASTM-C-143-7418. Ar Content ASThH:-231-751 19. Terne-Concrete
20. Temp: Air
21. irweale S

l 2-sl W

  • F 4'.2-
  • F M LH,OS snenea 22.imeine Canno ASTu-C-31-69;Ihetu/L e Date 2 3. Stnpped ASQ31-69 24.'inmais J

u*r to 7.i *v; <, e c l ,.i.i.e w ! J 3 ;-01s,, __ o Ysh Hr. .,., _,2 n COMPRESSNE STRENGTH DATA ASTM-C-39-71

25. speennen 2 6. c,,

2 7. c.,, 2s. 29. Jo. 31. T Cure 34. CN C 5. befa$l"se un Total Load Idemrfication Moedeo Testeo ^8' Strengtn PSI in Pouna* 7/2 l fcW /227 M-73 3-M3 3. /26 CCo600 2807 % / 2 4N$O /22? \\ 3-12 -n 7 /gyge O h/O )$,27 h j l $t/ 70 6udlS6.'.77A /227 l 7 /#9 7 ro / b 63dO L n.30 3-t 2-n

  • /

/l/L} } (( },, C l Q{ $') { f"f ff i I.2.-3 / 3-l'i n jy l5706O $32 28,09 h l !/3 5 $90 h W 173.000 .MN19.18 0 1 13 G, I w 1 1.L'1 I e233 3-a-n /f /7300o SV 28,16 8 / /3 t'~. / Y O I i i /655-a3vis-Ms lu-2-n af I 75'. Yao 4.cc 21.r A. 2.7 G5eo / 35.Stancato Gy anoer 40.Remarxs N x 12 OCube O corr O Otner go (Days) fested By hocked Nviewed by Q.C. b lan LQ Y / N *.nwsa ) b 9 W il 6W /4 f6 l2d6 gp 41.tamoratory Suoervisor Sianature 42.cate Type of Breaks: A= Cone. Mortar Fadute B Cone. Aggregate Failure C= Snear. Mortar Failure O w Shear. Aggregate Fadure E = Otner 7220-CCF-39 Rev. 5 - EB - /3 Jl'* / */ QLT-f.)D *&_C508 _. /)S{~-f?-]4 6 I U

-u._._. u.. ~. _.. _ _.. _ BECHTEL POWER CORPORATION ,,.a. M10 LAND NUCLEAR POWER PLANT JOS 7220 REPORT OF CONCRETE CYlJNDERS {

1. Pla c e m e n t icentrhcation
2. Cate Pieceo YE.t(, ifi.L 3-5-f3 3.Pfacernent Location W. 5. ?Ya% e.

3 A. Source 6 Gement t$ rana & Iype ll [ / [ b_/ , *? fM 2

4. Mix
5. Class 6.* O '

't 7.Recured Strengtn[/ Y.e C No h,&/O PSI At Davs

8. Test Data At:

9.Urut Weegnt ASTM-C-138-74

10. Yieed a j

[)3,h/.7 3

  • D ' N*

Lbs/Ft 1 1. Moneture: Sand ASTM-C-5 6 6-6 7( 7 2) Ston,e 1 Stone 2

12. Water /Cament & Ponolan Ratio

/4 .) L'A ei, ,U Max .N Act.

13. Ticket No.
14. Truck No.
15. Tirie of Te'?mg
16. Time of Motding

[c,N k[ (( 3 Hrs at Yards /M b Hrs

17. Slump ASTM-C-143-7418. ArContent ASTE-231-7S 19. Temp: Concrete
20. Temp: Ay
21. Instate tnches l* A
  • F
  • F $$$& 5 22.InstW Cunng ASTM-C-31-69;Ihert:1/Due Date
23. Stryped ASTM-C-31-69 24.1nstials

~ / F-tv-73 l '* h M O N.O v/F To /./ *F;

f. go At Hrs

,~ e,. COMPRESSIVE STRENGTH DATA ASTM-C-39-71

25. Specamen
26. Cate
27. Date 2

29. Total Load cruall detual l YD,' identification Moed.d To.ted S' in Pounds .Cyl Ciant Cyt Area iBreanj Field i Lac $9 ,_f gT /137 3-T-?3 4-1-13 M [31, ~/TO ,,,,o 2'2, l'7 4 / 37 60-70 / \\ 4-2-? 3 M / 9% ' SO .;,1,0 .22 ':, 4 / 'L7 G 5'~W i 23c, i237 s-v-1s 60 &d7oc)O s'is ori9 8I 7 356 w 'Ao3 cco s.v, wie S i si 72o0 av ( l i /239 i-4.'a (oO dlO,dCD f'19'2f/d b / L64 7 4/8d l 'i /2Yo (,:,- 3 -E , 70 i h 90 /2y) '5F 1 i ) /66 /.292 3-r-7. > lt,--3-E t 90 l 35.Stancara Cyancer

40. Remarks N x 12'*

C Cube C Core C Other " o (Days) Yested By 'ecked By Viewed by Q.C. g gjf ..s. N N 6 _ IV h altu (.f. 61 0D U,bi '41.LaDoratory Supervisor Signature

42. Cat o a

Type of Breaks: A = Cone. Mortar Failure 8 = Cone. Aggregate Fasture C. Shear. Mortar Failure O s Shear. Aggregate Failure E = Other 7220-CCF-39 Rev. 5 l l um&?+ d 7.J' ?!*2 -'3/6 / 'l.L I : w a.:.'Ed M 1 L i I __.__._...___,._._m,_..

.-.i.e.re ee.umh4 _mm. ..g SECHTEL POWER CORPORATION "* ~ff ' MIDLAND NUCLEAR POWER PLANT JO8 7220 REPORT OF CONCRETE CYLINDERS I

1. Placement loonertication
2. Date Placea ld h-

$55 3.Pfacement Location //, 5.'/ hah 3 A. Source g aCement Srano a rypo f a.C ?i.

  • A A

ff { i s 4.Maa

5. C4 ass 6.*O* List 7.Recurec Strongtng/

b 2 g f.. O No Ydi.*8 8 D pgg ag D ays

8. Test Data At

") 9.Unst Weignt ASTM-C-138-74

10. Ylead :

e

  • 0'h LDs/Ft M *i
11. Monoturec Sand ASTu-C-5 6 6-6 7(72)

Stone 1 Stone 2

12. Water /Coment & Pozzolan Ratio

/. "?

0. 's 4/4 s

s s .c//- ua, . u/ 4ct. is. rexet no. i 4. Trucx no. i s. Tim. of Teenns

16. Time at us;.t ig N

/ !IN' b Hrs at Yards Hrs 17.Slumo ASTM-143-7418. AaContent ASTH > C-231-75 19.Tema: Concrete 20.Tamo: Air 21.Instais l'&

1. 6-In?
  • r h"f
  • r M, t *H, &

unenea s 22.inaw Cunne ASTu-C-31-es;Iherm/ oue pace

23. Stnopect ASTu-C-31-es 24.qy 6G* F To 'l4 *i; 4Z.D l 7-N -73 3-6-X7 A,

6 7/ $ ~ ne,,,6af afr/ COMPRESSNE STRENGTH DATA ASTu-C-39-71

25. Specanen
26. Date
27. Date 28.

29. i e, - Cure 34 Total Load f* a lBr akl Field l Las Identification Mosaed Tested

  1. G' in Pounds C

C sr-t g7 w7!w-n s-c.n / RC os o sco M.27 A ) a 3 O Yo f / 8500o

5. n M.o9 h-(

O 3030 izz t Iv i / .8)150 578;2909 h l D R TID in9 nn i 1170 A-V.c .1 lON TOO 598 a8.09 h l l 0,790 f r27/! / .2. I /Ch foo C.co a8.a7 4 /l/ '3, M O /272 3 n el /0 0 0 f18 ! M.os A / / 3, cloo l l !M-m 3 //k 00 0 E9s M oi A 7 2. 4 2oo t /2 73 se i /M7 127M-T-n v .a 3 !//O.foO E78 28.09 C / 2. 3, fyo 35.Stancaro Cyuncer

40. Remarks x 12

C Cube C Core C Other ige (Days) fested By CIecke Nkviewed by Q.C. y l.)$ 01f M Til 0 5 A me, heb / l p '41.Lacoratory Supervisor Signature '42.Date i UM (r& ~ Type of Breaxs: ' A

  • Cone. Mortar Fadure 8 e Cons. Aggregate Failure C Shear. Mortar Failure D = Shear. Aggregate Failure E = Otner 7220-0CF-39 Rev. 5 t/SM 7anf... u_?.C!" - / 3 'O l'l Ucz-trl;,. ',9 @ CthCr l

k BECHTEL POWER CORPOR ATION ,: A-MIDLAND NUCLEAR POWER PLANT JO8 7220 - '~ REPORT OF CONCRETE CYlJNDERS

1. Placement identshcation
2. Cate Pteced l$

b-{~ $.5 f. 3.Ptacement Location j _, / d* M o. 3 A. Source g Coment stand a rype ~ JY.A' AJ A WE

4. Mix
5. Class 6.*Q*

't 7.Requasa Strengtjlf / .e O No 9fr.),0.0 A. PSI At Days

8. Test Data At:

9.Urut Weegr.: ASTM-C-138-74

10. Ylead :

Jh lA. Vl LusiFl3 h > 'l $ 1 1. Moisture: Sand ASTM-C-5 6 6-6 7(7 2) Stone 1 Stone 2

12. Water /Coment & Pouo6an Rano

/A Co T hA W/ una s s s , /// Act. i 3. r.cx.t no. i4. Truck so. is. Tim. or T..nns is. Tim. or Moedina (,29 W /f //54-2 sr. at Yards Mrs

17. Slump ASTM-C-143-7418. Ar Content ASTE-231-751 19.Temo-Concreto 20.Temo: Air
21. frutale 9'1 1,6 sl

&2

  • r UV
  • r DS tri, M

,nene, i 22.Initia4 Cunng ASTM-C-31-69;Ther:2/Due Date

23. Streped ASTM-C-31-69
24. truttale r,/ F To 7v *F; he

/ y.7,f_y2 7-c -h At c'7 /f ' srs /pg u sr COMPRESSIVE STRENGTH DATA ASTM-C-39-71 25. Specimen

26. Date
27. Date 28.

29. lYp Total Load ^* 'O l* Cure l34. ^ Identification Molded Tested

  1. 9' f

Strengtn PSI in Pounds C C Be RW f W I sP .76s'7,27f 3-Hs 3-s-s 3 /// r e o 5,99 ag,)s 4 / Q 3,Mo i q i i

  • b-11 %'5 7

( 3?(c:0 6,00 9627 Al l,b 4 3$'C s2 76- ) 7 / WRd 5.99 2 & /S' O I b 49/O /2.77 /17?l '7 l 3 Mo D bc MM /9 /b V@O Ot 2 -t 3 / /.27') 3 iq.n /4' /Y7, fOc 6,00 gg. 27 /.3 $ 2 20 ty /- W S~O O 599 l19.09 A / l3 5, 6l O ) 117v i Ki ,-o it/ /SS~i O 00 B* 99 2912 8{ /3 5480 V i i ice.'s 7 /M2. I 3-s-93 4-1-% % XP 1 & c.,00 0 4*49

29. IV Y+

/ 0~I 'i~WO ~ 35.Stancaro Cyuncer

40. Remarks U** x 12

CCube O Core C otner kie (Days) Tested By C ecked Viewed by Q.C. WU h/ gger] 7 Tra Jffl l ( - /T 86 O f @ )C/' l ,f[ l 41.Lacoratory Supervisor Signature '42.Cate l V Type of Breams: A = Cone. Mortar Fadure B = Cone. Aggregate Failure C= Snear. Mortar Fadure D = Snear. Aggregate Fadure E sother 7220-0CF-39 Rev. 5 lis/W76@ 7 U ' I'~ ! - / 3 ' O l 'l O'd'-n~~i-M M id'i_

e t I - BECHTEL POWER CORPORATION .*'f. MIDLAND NUCLEAR POWER PLANY JOB 7220 REPORT OF CONCRETE CYLINDERS

1. Pla c e m en t Icentification
2. Cate Placea N-

-3 l/ 3.Ptacament Locatiort L 3 A. . Source (f Gement 8 tarso & Type ! [ [, . <. Al 04-f. / d'V 4.Mex

5. C;asa 6.*Q' Last 7.Recured Strengtf/

6 M.. O No /-f,/.f,0,7 PSI At Days

8. Test Data At 9.Urut Weignt ASTM-C-138-74
10. Yleid :

.>.Y Lbs/Ft

  • Y 1 1. Moesture: Sand ASTM-C-5 6 8-6 7(7 2)

Stone 1 Stone 2

12. Water / Cement & Pozzonan Rato

/* I/M .N Max I* Act.h 13.Ticxet No.

14. Truca No.
15. Time of Testing
16. Time of Molding 61W4

/f /MG '9- //% sr. at vares ses

17. Slump ASTM-143-7418. ArContent ASTM-C-231-751 19. Tamp: Concrete
20. Tomo: As-21.trucass 7's

/. c. %l G7 u,es,a7 ,nonee

22. Initial Cunng ASTM-C-31-69;Iherm/Due Date
23. Stnoped ASTM-C-31-69 24.Instiale
  • F To /y*F; c ae.

/ y. c.f -93 3-c u s 4, e-), f~ Hrs ,2s u s x-(ff COMPRESSNE STRENGTH DATA ASTM-C-39-71 25. Specime,,

25. Date
27. Cate 28 29.

Tota; Load ictual ictual l ypei N' M-Strength PSI identreication Moeded Teeted in Pound

  • Cvi ciatri Cv Area isr%gl Field I Lac l

6 _II, 7 n73 !3-5-23 4-ve. .2f / 67, dan 64 o 27 ?'? A'/ 27 79'o \\ nW r-1 ';t '.= 2? Ic-R o e o S. M n.u9 4 2 'T 5%O l l nst 5-4-n sc /GG, 000 s.cc ;'n.27 Q,l l 59 G,580 l eo ! l99,,000 G cc l as.278I 5'9 G,79O on I )9l,0cc s.ne uo9 8ll 59 G 800 imi s-8 -s eo on c.- s 9.s 9c /'177 Oc se i i /fo 77 n'70 i3-5-?'5 c,- 3 'e 3 90 l 35.Stanoara Cyuncer 40.R emarks D" x 12" C Cube O Core O ctner ru u te-f!si c, ) <.w, ec w.D n,c # go (Days) fested By C ecked By Viewed by Q.C. N b

  1. 1) iff. 9'3

[_l0 T{ f:- f 6 >G E 8' 3-If*3 ) f'AC'L i 60 er 4B d / v~o w <o.,ca, %s ss 41.Lacoratory Supervisor Signafure 42.Cate Type of Breaks: A. Cone. Mortar FaAare S = Cone. Aggregate Failure CaSnear. Mortar Fasture D = Shear. Aggregate Fasture E =C ner 7220-CCF-39 Rev. 5 }}! b M f t. N '] '$ l'/ Ll? - (YG ~.' & @N& t ._.}}

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