ML20097E448

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Forwards Documents Inadvertently Omitted from Case Answer to Applicant Motion for Summary Disposition Re Richmond Inserts,Including Brown & Root,Inc QA Deficiency & Disposition Rept & Associated Drawings
ML20097E448
Person / Time
Site: Comanche Peak  Luminant icon.png
Issue date: 09/14/1984
From: Ellis J
Citizens Association for Sound Energy
To: Bloch P, Jordan W, Mccollom K
Atomic Safety and Licensing Board Panel
References
OL, NUDOCS 8409180198
Download: ML20097E448 (50)
v • d • e


Text

{{#Wiki_filter:%C A S E== c X M E rgp' 214/946-94h6 ~ "~ ( CITIZENS ' ASSN. FOR SOUND ENERGY) September 14, 1984 .y 2_ 17 P C- /Idministrative Judge Peter B. Bloch Dr. Kenneth A. McCollom, Dean ~ U. S. Nuclear Regulatory Commission Division of Engineering, Architecture 4350 East / West Highway, 4th Floor and Technology Bethesda, Maryland 20014 Oklahoma State University Stillwater, Oklahoma 74074 Dr. Walter H. Jordan 881 W. Outer Drive Oak Ridge, Tennessee 37820 Gentlemen:

SUBJECT:

In the Matter of Application of Texas Utilities Generating Company, et al. for An Operating License for Comanche Peak Steam Electric Station Units #1 and #2 (CPSES) Docket Nos. 50-445 and 50-446 Ob CASE's Answer to Applicants' Motion for Sunmary Disposition Regarding Richmond Inserts We are attaching the following documents, which were inadvertently omitted from subject pleading: CASE Attachment N: Drawing CC-1-028-024-S33R CASE Attachment 0: Drawing MS-1-025-004-572K CASE Attachment P: Drawing RC-1-078-044-C51K CASE Attachment Q: Drawing CC-1-215-013-C53R Attachments to CASE Attachment D: DDR No. C-219, 2/16/76 DDR No. C-219, Rev.1, 7/26/76 DDR No. C-246, 3/23/76 DDR No. C-239, 3/25/76 DDR No. C-220, 2/17/76 I believe this completes everything which should have been included with our pleading. We apologize for any inconvenience. Respectfully submitted, 'W /.4% a d+ rs.) Juanita Ellis, CASE President cc: Service List / Attachments - ('T 8409180198 840914 U PDR ADOCK 05000445 G PDn

CASE Attachments N, 0, P, and Q to CASE's Answer to Applicants' Statement of Material Facts Relating to Richmond Inserts As To Which There Are No Material Issues -- see corrected page 44, first full paragraph. CASE Attachment N: Drawing CC-1-028-024-S33R CASE Attachment 0: Drawing MS-1-025-004-S72K CASE Attachment P: Drawing RC-1-078-044-C51K CASE Attachment Q: Drawing CC-1-215-013-C53R

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o Attachments to CASE Attachment D to CASE's Answer to Applicants' Statement of Material Facts Relating to Richmond Inserts As To Which There Are No Material Issues -- regarding compressive strength of concrete: DDR No. C-219, 2/16/76 DDR No. C-219, Rev. 1, 7/26/76 DDR No. C-246, 3/23/76 DDR No. C-239, 3/25/76 DDR No. C-220, 2/17/76

Q3g-Brown &RootJnc. QUALITY ASSURANCE DEPARTMENT DEFICIENCY & DISPOSITION REPORT CPSES 35-1195 2 l PROJ ECT: 3ag no, UNIT: PAGE OF DDR NO. CA TAGO R Y: R EPORTA BLE C-219 C-2 DEFICIENCY: [{o DOCUMENT VIOLATED: REV.NO. PAR. BRV-1031 N/A 3 Field cure cylinders for concrete pour #201-5781-001 (Reactor #2 cavity wall) of 2/13/76 were found to be in curing box on 2/16/76. These cylinders should have been on the pour and being cured in the same manner. Also, field cure cylinders U for SWI base mat pour (#035-2755-001) were not on the mat and being cured in the 5 same manner. They were on the side of a road near the mat. This pour was made 2/11/76 and cylinders found misplaced 2/16/76, s i //"nI'i;q, Ulog n,, _ DATE; f f" REPORTED BY; AP* ROVE D 8d:. Ibob 2.o. rg G D ATE: hLe C. W. Killough .<23 2/16/76 DISPOSITlON R ESPONS E: REWORK Q REPA8R Q SCRAP Q USE AS IS OTHER O All field cure cylinders involved in the deficiency were placed on their ( 5 respective pours on 2/17/76. However, since their representation of the cure y of the placements had been impaired, the curing reports rather than the field cure cylinder strengths must be used to judge the adequacy of curing. Copies w of these reports are attached. 8 AI)f} A A h ASSIGNED TQ D AT E: SU T B : g D AT : 8 B. K. Kinkade 2/17/76 /\\ v4#3 8U 7d / / APPROVED BY: 'D ATE: ~ APPROVED 8Y: D AT E: TUSlQA 8&R QA pg R ES PONS Er V The employee responsible for field cylinder placement was counselled at length g concerning the procedures for handling field cured specimens and in particular the p necessity of placing the cylinders on the pour location in all instances. This ti employee is now cognizant of his responsibility and of the proper procedures to y prevent recurrence of this discrepancy. Also, the Curing Report Form & Checklist 7 has been revised to include a check for field cure cylinders. A copy of this y revised checklist is attached. 01 /i/ /1 T. T IIibkade 2/ 7/76 L / CLOSE-OUT (To be completed by Quality Assurance Department) VERlPIED BY: DATE: CORRECTIVE ACTION: s O sarisa ACToav Saa o^ O oEriciENCY cooSEo: ESPo"A R QA R EM AR KS: ItIN. @ Ht " " COPIES: V M. W A/T' C o. D 8& R CONST. SITE O Baa oA.wousTon O /[*/ 8&R QA SITE O Tusi oA. D Att^s O SUDFILE N../ TUSl OA SITE O NSSs suPPtiE R O CP-QA=012 1

m as Brown & Root,Inc.

  1. W '

QUALITY ASSUR ANCE DEPARTMENT DEFICIENCY & DISPOSITION REPORT CPSES' 35-1195 l PROJECT:

og no, UNIT

PAGE OF DDR NO. CA T AGO R Y : It EPOR TA U L E C-219. Rev. 1 C-2 DEFICIENCY: No DOCUMENT VIO t. A T E D : 2323-55-9 sev.No. 3 PAR. /,3,8 BRV-1031 N/A 3 Field cure cylinders for concrete pour #201-5781-001 (Reactor #2 cavity wall) of 2/13/76 were found to be in curing box on 2/16/76. These cylinders should have been on the pour and being cured in the same manner. Also, field cure cylinders U for SWI base mat pour (#035-2755-001) were not on the mat and being cured in the 5 same manner. They were on the side of a road near the-ca,t. Jhis;p,our pgs;made; y 2/11/76 and cylinders found misplaced 2/16/76. ,~ , g4 NOTE: DDR revised to change " Document Violated." , $1 B_ ~ (O E a. bbfl - 7(.s 3-i GE?h.t w. 4 , 01.NMlu &2 0od.af: c. >.m rti -o.. _ _ _... C. W. Killouah hl6 74 /sO/O u sso b( REPORTED BY: D ATE: APP Y: DATE: 7 2.7-74 DISPOSITION

RESPONSE

REWORK O REPAIR ] SCRAP Q USE AS IS OTHER Q All field cure cylinders involved in the deficiency were placed on their g respective pours on 2/17/76. However, since their representation of the cure ( p of the placements had been impaired, the curing reports rather than the field 4 cure cylinder strengths must be used to judge the adequacy of curinf.' Copies s of these reports are attached. Attached also are copies of impact hammer tests 5 performed or each of the affected concrete placements. h v HK y a: ASSIGNED TQ D AT E: J5Up TTED BY: ///J // DATE77 8 B. K. Kinkade 7-M '74 t/)24t< )( L jf-d 196 ~'76 g D ATE: AP R ED BYf '/ ' / 'O AT E: APPROVED BY' X $ u -/~' 7-27-76 " iW.. _ '& 8-//-YG R ESPONSE: / The employee responsible for field cylinWer placement was counselled at length 5 concerning the procedures for handling field cured specimens and in particular the necessity of placing the cylinders on the pour location in all instances. This j employee is now cognizant of his responsibility and of the proper procedures to 2 prevent recurrence of this discrepancy. Also, the Curing Report Form & Checklist 3 has been revised to include a check for field cure cylinders. A copy of this g revised checklist is attached. t E A /1, 1 A / B. K. Kinkade 7-E-7(. ,uk m. k/ /f[/ '/ ~M' 9d ASSIGNED TO: DATE: fp ITTE D BY: DATE:

  1. __ 01. -

CLOSE OUT (To be completed by Quality Assurance Department) ,h CORRECTIVE ACTION: ATISF Ap R A [ A VED BY:/ g DATE APf/MQy BY: / ) D AT E: DE FICI E NCY Cl.OSE D: T U, - g _/7 g 0 / g.7f g ~V' COPlES: g R EM A R KS: B&R CONST. SITE D&R QA, HOUSTON p .. _.S,TE a T S e.. D Am S m c-~ ~ g ;g g g ~SSS SmPP_ a TeS,o. SITE CP QA.0121

M'E M'O " ^ " ^ r ' 2-o f O GUF-812 Gibbs S Hfy, fng, tscinans. onacnw>. ce.u nucross NEw Yonx C. II. Gatchell August 4, 1976 To g,, TUhI - Jobo Le A, J. J.~Moorhead Fr:m JOB NO. 351195 Gsit - Jobsite 4 ECE1VE F j COMANCilE PEAK STEAM ELECTRIC STAT j~ AUG 0 51976 1980-82 2300 MW INSTALLATION !!ANDLING OE FIELD CURED CYLINDERQ' g$ g c E i V bd# REF: DDR C-219 Gl!F-651 We have reviewed the curing records for the concrete repre-sented by the subject DDR and have found them satisfactory. Past monitoring indicates adherence to the specification in . regard to curing practices assure desired strengths. The Engineer's position stated in Gl!P-651 remains unchanged, however, verification of proper curing is sufficient for ( evaluation of curing where an irretrievable situation exists. No further action is required. Y( ~ C'~ ~ ggs0 m; / 'h . Moorhead ' Resident Engineer .didd JJM:MRM:te cc: R. W. Caudle 6p R. E. llersperc,yer lL DIST. DATE L. T. Van Ametongen lL !!. C. Dodd lLJ DODD / BONIN _Cll_IhDPISS_.d I.fcCLI:1?OOK BUSS 3LINI ]__ KOT&JSKI J.L_ mta L._ (' 1 AHF I I r.us,t14s

'f ' L< M.E M. O bbg e. 2./.g // .Gl1E-65,1 Glbba S }-lill. Inc. i.w.isn numicws. cos s!.ioc rna s 3 q y3 ' \\.. - New Youn C. II. Gatchell ou. Mar 28, l9/6 A. TUST - Jobsite J. J. Moorhead gr 3 G&H - Johsien COMANCHE PEAK STEAM ELECTRIC STATION 1980-82 2300 M W INSTALLATION HANDLING OF FIELD CURED CYLINDERS REF: DDR C-219 FILE 05209 i We are in' receipt of DDR C-219 which was forwarded to us for consideration. t The attached DDR was issued due to a deficiency dip ~ ^ *$d 1 in the handling of field cured cylinders as out 1.ne BRV-1031. Q\\T W" The mishandling of field cured cylinders is unfortunate, however, once this has occurred an irretrievable situation exists. Due to this deficiency addressing the noncompliance with guidelines established by B&R Qual ~1ty Assurance, no further review by the engineer is required. e If we can be of-further assistance, please advise. 0D }d l h-P.Nfo~orhead fff,rr Resident Engineer JJM:MRM:te Attachment cc: R. W. Caudle 6L R. E. Hersperger IL ~ "~ L. T. Van Amerongen lL H. C. Dodd lL P. L. Bussolini lL P. M. Milam lL i G&R_ Field 2L ( r.5,ii. i O.I

Db4 C - M 9,!0 Q4 offk 3TCUNbOCId30. Post Office Box 1001, Glen Rose, Texas 76043 ~ t er+x ((;% };.f ' l?)

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flovember 3,1975 BRV-1031 R. W. Hunt Company 810 S. Clinton Street Chicago, Illinois 60607 ATTil: Mr. A. J. Bray Texas Utilities Services, Inc. Comanche Peak Steam Electric Station 1980-82 2300 tM Installation Procedures for Handling Field Cured Specimens

Dear Mr. Bray:

Please institute the following outlined procedures for the handling of field cured specimens at the Comanche Peak Site. [.. (1.)~ Specimens are.to be molded.in.accordance with the applicable procedures outlined in ASTM C-31-69. s (2) Initial curing procedures outlined in ASTM C-31-69, para. 7.2 shall be instituted for 24 hours after molding.. (3) At 24 hours after molding, strip thq specimens and remove to the pour location represented. fiel_dcurecylindersin the same manner and for the same periodiof[tiime,atthe concrete represented. (7 days for regular mixes and 14fday,s or m;a,ss lg g concrete mixes).. (4) At the end of this field curing period, place specimens in th wire-mesh enclosure in the auxiliary b1dg. area until time of testing at 28 days. Test specimens in the moisture condition resulting from the above procedures. Sincerely, BROWil & ROOT, IllC. dcr [. bssoD Peter L. Bussolini Project Quality Assurance Manager f PLB/GHF/pw CC: R.W.Caudio(6L) H. C. Dodd, Jr. (1L) C. H. Gatchell (1L) D. L. [lansford (1L) ';

..:,. t t i o; a PROJECT CPSf.S J03 N0. 35--1195 ,C-N fMSS (? $k [-)w) l9kl Cumna agotros 3.pmg.tjs1 c g 7 gy y Qu Pour NO. /)".' b - 2 / (L L y /_ [{ROWN & ROOT, INC 1.ocation t-% crea_ car.c-Smo c c we m '" r ",w RECEIVED y ti Date of Pour Eyi2g eex_JL l'r 70___ MAR 011976 e i Mix 1.D. z o 4- ]l l nets norco Method of Curing vsr tr',a 1 u,- (lUALITY ASSURANCE Date Curing Started te g_n n o,,,w 11, i<r W. Date Curing Finished 2-2 5-74. Sat. Unsat. N/A V (1) Concrete surfaces are protected from premature drying. (2) Ccr: rete surfaces are kept continuously wat for at least the first 48 hours af ter placement and any time during 0 cu-ing when the ambient temp. is above 90 F. (3) Cncrete surfaces are maintained continuously moist ( (, throughout curing period. / j M_ (4) WO d forms are not left in place during curing. T (5) Concrete surfaces are protected against freezing'b k when the ambient temperature is below 32 F. / (6) Rats of air temperature change immediate1g adjacent to the concrete does not fall more than 3 F in any one hour nor more than 300F in any 24 hours. REf!ERENCE ROUTING nm 1 oa ncvinT ;'dryr2 (7) Protected from mechanical injury? 4 5:en.q, P_. _ _ (Construction equipment, rain, running water, noe no application of curing methods, excessive vibration, fj'bN 3. loads, heavy shock) cuube nc, X & %7 37 5* This form is to be used in conjunction with ACI 303, ACI 305 & ACI 306, and specificgl r to Table 1.4.1, ACI 306 (Cold weather). a v _, 2 c;L, x h z.. s-n r-n cr ~ ~~ _ Day 1 2 3 4 5 6 7 8 9 -10 11 12 13 14 h0I N $J DJ Ou1 00 Au bra & ])al 0ul [MN A) ( I ;c r t 3 i G 2 I __Da te (.g. Date ~ 22m!/=b]<AP 2 - 2_5-76 Q.E. Inspect 5r

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] E' M s o ~;,_ '( 2 ) < 8 gy iili k. m cg, .h.., w g a <n W G:QO O O ( k N 4 h $ [p N N 8 s n-c4 gg 3 g o a O 5 n to o 's s C M b. N ) N m tif 3 D b 4-M h3 9, # b Z .t 6 .O d eE o! a sw o + m u z.w.o d 2 1 v s ( o N T. M 9 W N W.C p 3 d ta y y s a ws s w r_ (Y $t Uh N <9 y G 33 8-u to c o w.. s >s o Q 4. m b. 0 Y S .l b m .y .o, u o s o ( Om be ' j* f 9 9 q q E z $ a K d a e N s --) e bl, C I_, a. O O ~_ N M 1 ~ ,T4." /~- k* h h I. \\p<+ 4 <t <C <C fr et n3

P" 3'" '".SES , w),.., Rd M ah Mi.isc 3 / RECEIVED .C.U.R..i flG RE_POR._I _10.R_M.&. _C_il.l_._'. _r.s_i l MM 01 PJ76 i Pour no. _ 2 0 / - 5 78 / - o_O / i g / FILCS NOTCO (0)por,v WALL)[h3ggg3ygggygggg[ Location . C O N TA /NMEN T 2 Date of Pour 8-/$ ~76 REFERENCE RourlNG Mix I.D. 864- ^ "EV'EW I-i$4/4 c 2' Method of Curing \\A/E 7-SBE/AP 5,'b/5: 3, S /oc, 3. Date Curing' Started 1-/3-74 ff GFH.E No. 4, a tt W Q J ? Date Curing Finished .7-27 ~74 5. Sat. Unsat. N/A (1) Concrete surfaces are protected from premature drying. V (2) Cor. crete surfaces are kept continuously wet for at least the first 48 hours after placement and anf time during V curing.when the ambient temp. is above 90 F. (3) Concrete surfaces are maintained continuously moist ./( throughout curing period. V (4) Wood forms are not left in place during curing. (5) Concrete surfaces are protected against freezing when the ambient temperature is below 32 F. (6) Rate of air temperature change immediatelfadjacent to the concrete does not fall more than 3 F in any V-one hour nor more than 300F in any 24 hours. (7) Protected from mechanical injury? (Construction equipment, rain, running water, application of curing methods, excessive vibration, V loads, heavy shock) / //jf le Yt*&11G/lll17:. I. lt r n. This form is to be used in conjunction with ACI 303, ACI 305 & ACIl306,l'a,n 'j specifically refer to Table 1.4.1, ACI 306 (Cold weather). 1s 2 3 4 5 6 7 8 9, 10 11 12 13 14 q.insyn'r MA 6% MMB $li O GM VLA 56 $1 M4 do Go M f, w % % % W % % % % % % KIL 5 oate > 3-A-?& Q Date Q.C. I spector

$}jh ZXDR, C,1/P4/, 1. ;- u IO .fx. .....,.E[_1 gF l3 ... b%_. _..._ ,o e-o = 9, O I9 Cf. N i o N N N LU - I c. O._,. .. g. g,. O W- . a-1 \\_ 0 B i.g, z: 6 Q 2 % LLl Il- 'd% rr 19 n. N9 a S l }- x o ~~D % ij (3 l 'r. 7 .I F e (x N t rr Ei i-n @v,' "ce: l LtJ ~2w o. o w 1 i . (',2 l O 2 -b ~' ' l 7 lll[ ]Oll in; < o i o Ltj ~ w a u' 0s.,,: O G:Od o n' 4

  • 1/' J -

o 'A Z %QO s y' @ 14%) IO Y d. N O 9 (N b( N b b N 4 cs. a 3 O } O 2 S ext n 1-- a g Q ,4 4 s n w i s$ N9 M \\9 h T bid Y o o < __ -i % f b k fy n [ d{ Df g E g<g eq Q \\v N, 3* M N N -3: ,o e s-e se s x % s hf 2 3 3 9 e cv i e <aR u x %3 MS L 9 ' w8 B u n m h h h . m m ' !!$ O Z e: cs) CO LO G D >c-. >x~~ >l 2 o Ow Q g o-

n .e. +- a..........: . a _. . E 3; l$ '(@ (x FdR a.Vg. m s. n. N y,f I- ._.....__fa 1,1 i -p._ (I) ~

a...

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  1. 9fg

+ g A, g 3 h" $ c o < $'N S Y \\v) t s i ~ Z 8 0 g? x x D' g eE 4 o a( g o t o EI !!g NSj I-d f9 i'i ig$ n xu y y Duj e e e vs d m Q o e Zo sN N Y N 5 N .7 E 2 2! 2s t'c4 arS d M M D m 07 O = E2 c2 1 'O ih! O %' d -2 ow 4 .c y

e.,

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  • l'i31!.Cl CI'51 t.

JO,. I:n M!\\r,s (ST C-aJ TU U c'"ii.. M ina ; Ot;, citi r.n t i O /[ c ( l'our I;o. _ Loca tion 11a t e o f Pou r Mix I.D. _ _ _ _ _ _,,_ _,,,_ __ _... _ Method of Curing _. Date Curing Started _,__ _,,_ _ _ _, Date Curing Finished _ Fnn mo -~ Sat. Unsat. N/A (1) Concrete surf' aces ln u[hltfjjfed',fromepremature drying. are (2) Concrete surfaces are kept continuously vet for at lea ;L the first 48 hours af ter placement and any time during D curing when the ambient temp. is above 90 F. (3) Concrete surfaces are ialh6fiiied continuously noist ( throughout curing period. (4) Wood forms are not left in place during curing. (5) Concrete surfaces are protected against freezing 0 chen the ambient temperature is below 32 F. (6) Rate of air temperature change immediatelfadjacent to the concrete does not fall more than 3 F in any one hour nor mora than 300F in any 24 hours. (7) Protected from mechanical injury? (Construction equi.mant, rain, running water, l application of curing methods, excessiva vibration, loads, heavy shock) This fann is to be used in conjunction with ACI 308, ACI 305 & ACI 306, and sei 1 C 't e When applicable, check to ensure field cured specimans are in place on structure and receiving same cure as parent concrete. "'- ~~ ~ - - ~ -t-M A m -c. w vo s ^ n;;.xrr -Day . _1 .. 2...-.3. -.4.-. 5 6 7 8 9 10 11 12 13 ],4 y.y.. Inspector i Date 1)d I.e (l. C. I US pec !.or m

s, o 3777-6 us.n,w, fjff , 13-C-9927. Da t ej - 2 ~7 - 72 g/c$ 5 i.,1, ;i. .,i.r z' /sj v Broun 6 Root, Inc. RE: Te>:v. U t i l i ti er: Service;,'Inc. l'.0. Box 1001

  • Conanche l'eak Stcan lu cetric. Station Glen Rose, Texas 76043 19S0-1932 (Jnits J & 2 Job 5:n. 35-1195 B L R Subcontract !!o. 35-1195-0225

!!unt. I'roj ect 513 Centicmon:- We report results of concretc test har. tor tests to determine comprcosive strength of concreto. 3 Concrote Pour No. c3 p.2 7 3 5 - o o / Tast Location S, w r. - Pet.: >. rs.?o

1. y. n - M k r 8 % *~ 7 s'P CA 4'r w y n a

// /T r.2CW/) e.r- *it l* 7~/ / w ef e [ gg,[ Robound Values 4

1. Sd

!!can Rebound Value== 3h ~ 2.Q,*0.t Indicated. Compressive 3.Q/f) 4.36 strength-psi yD00 4 5 3o

s. se Tested by '2%'.-/... / % /..A
7. ~56 9

Checked. /-.l.

  • [. ut, 2

/pg pf 10 6 ~~ -f

11. 3 6
12. :5 3 13.( M -
14. 3 0
15. (lj'.)

ri f Respectfully submitted, e J ROBERT W. IRllif C,0)! pat!Y +. G$n s b 2 $- Wo.u./cJ et wq. r39 Form itT-513-18, =,

/ So /.3 d 3777-6 .,..,, u /pob[ .e.. 13-C-9927.

1) ate j'

.'). 's - 7( .,u.,, '**c .%f " (, Broen & Root, Inc. RF.: Texas Ut.ilit ics Servicen, *Inc. P.O. Box 1001 Comanche Peak Steam Electric Station Clen Rose, Texas 76043 1930-1982 Unitn 1 & 2 Job No. 35-1195 B 6 R Subcontract !!o. 35-1195-0225 . I!unt. Proj ect 513 Ccaticmen: Uc report results of concrete test hat:1cr tcuts to determine compressive ' strength of concrctc. Concrete Pour No. 635 '.j yg5.- o oj Tcat 1.ocation S.\\1). 7. - revann 7/ e.d M A n - Irisin t~ net til n.*. u t / 5 I: i firy~ /~A G : t i' :o'ers>As3P'l ',*. *i1o' y f'f{f) Rchound Values \\ Tll 8 1.37 Hean Rebound value = 37 s. ((b }y 3 2.38 Indicated. Compressive 3.a70 4.37 strength-psi /., d o d h,. 5.[) Tested by 7C... /, /' 2!'n.d :.d.

  • Lw cx 9$ 'f) 8 V

-p[.,N/ Mk,- m.N O. Checked y . ((*h /2"L'Z- [ ~

12. ?,6
n. @.
14. Yo
15. 3h

/ Respectfully subtiitted, t .i ROBERT U.11UNT COMPANY fp xy &* f

  • / i c /C*C

(, h (Cp m l'orm 11T-513

  • OC.

gr j QUALITY ASSURANCE DEPARTMENT DEFICIENCY & DISPOSITION REPORT _.a - M 35-1195 2 m-PAGE OF CPSES JOB NO.: PROJEvT: H EPOlt T A B LE CATAGORY: DEFICIENCY: UO DDR NO. E-1 C-246 PAR. HEV NO. 7.3.a DOCUMENT VIOLATEO: 2 Gibbs & Hill Spec. 2323-SS-9 Field cured cylinder No. 6957 on R. W. Hunt Co. Report HCP 8744 failed to meet specification requirement of 85% of laboratory cured cylinders or at least201-500 psi above design strength. This concerns Pour No. 3 5

  1. 2 cavity wall).

~ See attached Hunt Report HCP 8744. u b O f C" iR!!?.3.Il0!! 'lIhY t//M DATE: APhOVEO BY:,h /. OussM 3-Z5 76 V O ATE: REPORTEO BY: C. W. Killough 3/23/76 DISPOSITlON OTHER

RESPONSE

REWORK O acr^8 a O S c a ^" O ust^5's O This DDR has been cancelled since the field cured cylinders which are the subject of this DDR were not, in fact, representative of the cure of the concrete 5 5 placed. (Reference DDR C-219, Rev.1, closed 8-12-76). I --U D AT E: SUMt TTED BY: L' N. Ah51GNE D TU 8 H. C. Dodd, Jr. 3/23/76 [7)fy/74 a si'R U' "[ h $37g CYjY / y / / QA RECORD ROUTING

RESPONSE

./ .p g g Not applicable. EVIEW nTn. In _-

2. A/A 4

,i E ritt ko. 3.__ s bb4 76 4. 5 cuoritt No. E O Mb -. 5_

  • N O A T/ : /

f SueMITTEO GY: /) , _ g/ //47/74 DATE: H. C. Dodd, Jr. 3/23/76 N. ALSI GN E D T O: / CLOSE OUT (To be completed by Quality Assurance Departmepth g TISP ACTO 8. A CORRECTIVE ACTloN: d j^h h/, e5[ ['/j -76 h oE riciE NcY cLoSt o: $sf COfi E S / / pg g/g y REM ARK 3: D&R QA, HC USTON 8&R CONS 7. S1TE B&M QA SITE O TUSI Q A, O ALL AS 7U54 O A SITE k NSSS SUPPLIE R O CP.O A.O 12. t

a ~~r u - t' p 7. f)f F "/ C.f. .? ; f ']/f /$ 111 i' I' b ro -

1. v.

.I 3. c.. 'M : / li; e J t c.,. i;..,; n .r.

  • n. < > ;., 1m.

1:. Y. irt. p.o. nos 1 0 0.! C:,: r.. : P : 1. F. J u c t. ; i c.

t I

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  • C '/ '. ;

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.',1 3 C e n t l e n a r.: flh G l,} J f Ue report r a rnti t n of C o n c r e: t: Co;gro- :Jon Ten t n, /diTt: G. 3 r) ( P.u c t.}D.'J T!.) "o. ( (97y, { _. _.. $ i 3...... s. I 9 $.*.9... .d.]li n'd. c r t- ... 7. 3 -2 t ' [

2. ir

}...........__.__i ie..: - D t t. y :..:...__. - i I . - Al.2...l.'i. . _._ 3. $.S.~ ct._ _ _. i. l _....n.r...n..q. 'i n. 3 1, n. l L[.^;t..<w.. ..... _..... _ - _..l _!; c.c:. ~. 1 1 ~ j~/~4 y~ci o ' - - F ' ao- - - - - - - - .l.i.e. :....I..,.o....:.d_'.I.b a -......~.0-- /J[i 6'. _.~ ~ ~ ~ - - ~ . '.... ~ t..c~c-~.~..~... - '.y e.1...I'R.'m. - e cu.co y, n. e....o._f..V r.a..c._t_u..... :_._., T4 6.... .D.n. t. ..M_..a..d..e. ...._ _...._....- - __... i.. ). f3..~).G--. ...'). _/-. ~Q. 'A.. r_'3. _. ~7. (__ l. .Th....:.t e...n_e.. e..n i y e.-.d......-... -.. [-. ,').. I < f.. J. 4.....-...2. ct. 16.. . 23_ i 1..~-).(., l ..... }i .D_.o.__t e.- _.T..e._s_ t..e_d.. 3 'll - 7 L..-. ..,3.._.I..'2. _ %. ._~5...i..1 __-].q_ t { _T.e :.s..s.'.. r. ( ..C..s O...* 'r.:s._. . _..-l. f((_t.i..t)gA. gQ.. _ S. N. _ ju. d p ty)... . _.[.'a*<Lg Q. \\ . 2.C. M- -.. -.... l..Q. L..... lf _.... .C.r.m....c.r. c 1. e..l I. I X..._... l _ 0.4.... --... ..y.h /' $ pg ' '_ _.. _...... ~~2 ._ _()A..;. E'...... /. '.f ^ /o. Y. : a.i1 e tft...u r e

  • F.

.30 '2.-. l l 1.;.l i. r: p Tnchen

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'a.%. P-( qf. . l b..- $ - -l.~. ~2?./.,~6._ -...-.=-~-~~/...~.. ...,, ~.. - .I. h *:.. L '.)... .J't.' ~ /'s S $8.}. ~2. t. 3 3. ~ .. - -. ~.. -} ~. - - --. -- ~ -. t i .a-~. . 3..v.., (p./_,C .,i....o. f< (........,,..., .@ ).. !t.. p- ,.. i : y . : 1. e :

d,

.; t '. ' 8 D i. R0 3 ;;'. * '. l. !M :+ C o.N e!. M Y N ,,hc_ _.r -. y e -pf, $, 2 '. &* !.?' < / '. L G-VG? JZ~ a e. 4 o U. p t i ; HCP-F.1001 e I 9 .g9l g

g' n y,), Brohn&RootJnc. QUALITY ASSURANCE DEPARTMENT DEFICIENCY & DISPOSITION REPORT CPSES PROJECT:

og no.

35-1195 N' I UNIT: PAGE OF ' DDR NO. CATAGORY: HEPORTABLE C-239 E-1 OEFICIENCY: No DOCUMENT VIOLATED: REV.NO.

PAH, Gibbs & Hill Soec. 2323-SS-9 2

7.3.a 5 field cured cylinders of 14 tested for Pour No. 035-2755-001, dated 2-11-76, service water intake structure base mat, failed to meet specification requirement of 85% of laboratory cured cylinders or at least 500 psi above design strength, y This involved Mix I.D. 204 only, w See attached R. W. Hunt Co. Reports #8539, 8543, 8545, 8547 and 8549. Ei k ]a G f, *s '; hr plgy W v w REPORTED BY: D ATE: AP Ovt D BYg g DATE: C. W. Killough 3-15-76 1 6 I. C usco 3-/6 76 DISPOSITlON

RESPONSE

REWORK O R E P A' a O sca^" O vSe As is O oT"eaK This DDR has been cancelled since the field cured cylinders which are the g subject of this DDR were not, in fact, representative of the cure of the concrete ( g placed. (Reference DDR C-219, Rev. 1, closed 8-12-76). s;: H. Dodd, Jr. 3-6 J 74 APPROVED SY-O AT E: APP R OV S Y: G / OA Ef j ja& {}-1 p. 7(, '**'P % c ; G F Y W N

  • ^a*^

'/4'7/- ~ "5' ( (/ OA RECORD ROUTING 5 N t applicable. jy, y M / f( 2,8N3 w FILC NO. E bb4 70 3-5 1UDFILE NO. 4. [ G Lb4 5. f H. C. Dodd, Jr. Y-lh76 N., h h.h 4 CLOSE OUT (To te completed by Quality Assurance Departmen4 CORRECTIVE ACTION: S ATISF ACTOR R A DE FICIE NCY CLOSE D: 5 g 7f r f f R EM AR KS; C spit ^. f*y $/ $/ [tf" d B&R CONST. SITE 044 QA, HOU97CN N 8&R OA SITE O Tus' o^ o ^u As TUS$ O A 51 T E N$SS SUPPLil R C CP.O Ae )171 r

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~

  • 777-6

,. g,. g,, f..m. y 6 _, - i2 t.::

1. 3.. c. 9 ') :) /

Date: r c,:::,; n y N f 2-e t* troun I,

' o (> t, Inc.

R I'. : T e n a n U t 8.1.I ' t e n Mersic n, Inc. I'. O. I;ox 1001 C o t ti.in n e : 'P e n h !;t o n n !;1e c t r.i c Station (;1 e n h o n c, Texa:: 76,043 1930-1932 lin i t n ] 2 Job Ilo. 35-1195 h 6 P. S t h c o n t e c.c t. lio. 3',-1195-0225 llu n t Project 11 o. 513 {M-{Mr9nn\\T}0}(.O}}}.S g-hbl u ^- Gentlenen: if n 11e repors renults of Concretc Compr'eculon Teo ts,,/,STit C-3 9 (Hunt.E1031) Cy1trder No-b Obo b2 6/ b:2 $!b 't.nc-Days I .2E 2P '!E s S_t r. p o r s et. 'in-lhn. }

  1. 93%

MSSJ 3809 - ~ 1nN.'Lond-ths; /3A* reu

  • /30. C00

//C'. 000 1 Aj. _ _ _ /h. /6 _ Trp o _ o f Fracture _ 9 ..? - )/ - % _ _ ? ')/ .2.{. . 2 - d

  • ? G

~5 cts liit ti c i)n t n Received 4- / 7-M sP - AO- ? 6 _!_-/O_76 lincu Testad 3 94 J - j e - 9 C* Jo - 7 6 ( Tyye oE Carinj. 3 rdir Jijn(__.. 3:f2~dit s/rcl f&jJ d

Co nc r e t c 111x

_ _W2a 4 _.#o / .2.1 #_ l T en p e r'st t u r e

  • F.

/d 4/_ 6f 1 2 // .#-f(/ ?-Jh_ J S1unp 1nehcn /61 r _ C o r. t c n t _ _ 8,_,~) _ ___ 1 p - .$, 4 Location Tahan Peru _.__ 035 ??ffr of) [ t s e n c*o- ./Rf& 7 agg 7:.. __ _. 25'. 5..? A9 G 2Ea.L1-- \\ --- -= ~~~~ ~ TESTE0 D'h h.d CHECKE013'hCN. uenpae eItilly nubtai t t nc, / it0DI:nT ti. 111rilY C0:1P/JtY t g g d4 D b.t2A.:u.t'J /., e r/W4. UL ' l 1,' o r n !!C P-F.10,01 e m *; s e n e a t' t ? Y U/. I l I ' " ' 'f (' O 8 9 /. ' ' '. e -

g,p+h,N,,

  • 777. 6 im>a r

'3. / O. / (. uu: w. 13..c-9927 D a t. c : 6.'. c r. <) M C,. 2 64 on nu' Di$ l,, : Droun 6 1;o o t, Inc. l' E : T e n n :, il t. t.11 t l e r: !H: r t i t : a, l'ii c. I'. 0, nox 100.L Conatinc ; l' e n ): :tcau Stectric !;tation (;1 c. n tio n e, Texan 76.043 19 3 0-19i 2 lin it r. 1 6 2 Job I!o. 35-1195 1; 6 il Subcontract. tio. 35-119 %C225 Ilu n t l' r o j e c t llo. 513 sr ((}d (( LI Gontienun: Ua report renulta of Concreta Compr6calon Teuta,, ASTit C 3 9 (1:un t E1031) C y11n'a c t Mo. l 7 If V 6 ~7 f 'I 6 7,'t 2 "y,c-Days i 35' 3* o# { Str. per nq.'in-lhn. v o 7 S~ f o v :2,,__,, d/ c 'Z o/ It a x. 'I,o n d-ib n ;

  1. 'u ;ro o

..R.g o o p n cg.o o g Ty,pe of Frae tsirn RCG. N.G,, .3*jg

  • u n t e it n_d.c

_.,7 ~ u M. .__ h u-3 h__- 4.~.tl:.1h _ D n t. ti 1acc1yad 'l-tt. "Z.L __ 1 _e.1 h.__._.. 3. Le - 74 Dnte Teotad ,_,,__3 J p -7 4 _ _ 3 */ *

  • 71

_9 - I e 7 (- ( Iy.$,,o_f Cu r i nf, .', _5_Tils OA E -.'_ EicLo__- G. T 1.y)A40 f , Cone re t c 11ix J..y 4 %o4 _1Q3L l Yenpeentuen

  • F.

G 8 . _..J.,_*L *. ___ _ _ 4_R

  • Jilinp Inchen 3"

'T ". 3 3.,JL _ k. Air Cn_ntcnt _ ____'3 s

  • f

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  • M AL._._.. - M tl.3._. ~. _. M'R.1

,c . ____ ___._ 1 TESTE0 B'h b, -, Cl!J.CKG.0 B'h $@d. I:a n p e c t t n11y cu bu I t t.<:.d, / 't0I P.:1T if. 1 ll117 C J: L' /. 'd Y i 8 ap g me. s s_ ./M,_"4 d,'# 0 e 8 e e I F. o r s t 1:01'-n10,01 e g ) ( 9 Pt 9 $I* Il Y % 'f fI!h *O f II I O I' #

Y ["h e e 3777-6 _3 '_ m.i mi r umm ,,,,' g b'.,, n.c.r. no: >;o. 13 - C-9 ') 2 7 Dare: t>D4 C.. N p3 v,< G ~ V nroun 6 Root, Inc. l!F. : T c::a s U t. i,li t i c a Sersites,

2. ii c.

P.O. Bo): '1001 C oi-va a n c. ; ~1' e n h Steau Eicctric Station (;1 e u l,o n c, T c >:a :: 76.043 1930-19?.2 Unita 1 2 Job iin. 35--1195 11 6R Subcontract I!o. 35-119S-0225 I!u n t Proj ect 11 o. 513 ~ G ott t ienen: l. Ue report results of-Concrete Conprecsion Tests, ASTM C--3 9 (Hunt E1031) Cylinter No. (o S'O.1. 6803 fo [f 06 An c -D a y s } 2 Tr At 2'e' E. per sq. 'in-lbs. } S/ /., E-2/94 4/ 4/o95- / '/ 6, o o O /e/o, o et /M. 6~m ) 11a>:. "Lo a d-ib s. ge of Y ra c t tire - REG; 88G. [ld6, 1)ata Mudt .1 - // - 9 6 2 - // - ? & .D - /l-7 G Date Received /2 - / O - 7(o _) - 1 0 ~1 6 3 7 6

(

'[D a t e T e s t e d 3 - /O - 9 fo 3 - / C '7 b ~b - to ')(o ~ Tync of Curing T Ti3fo-Q_ a A 0 Siho0M0 F, g_(O Concretc Mi): 2 c!! 2 c '-t a c (-l I f Tcap e r~a t u r c

  • E-60*

(o o *. - (, o Situap Inc hes d -2. ' ' O. ' ' Air Content 3: 4 3. 'l 3.T Location ~Taken hpE ._o 3.r.2;S r-c o/ h 2 _7.LCK5i~ _.. -lt o '? 'I - 3_Rel'3 . T2 &. '-l d' 12.!!M n, '.2 6'- ) 1 TESTEO BY: b.b f> $-- CH"KED B** /. Rc up c c t.e.ully cuhta t.t t oo 3 mit OB ERT U. EUIIT C0;!PANY . g!.b< Y k?9:wh //en.zr/ t F. o r nt ECP-E1001 4 g g \\ (D [ . ; ? W

c 7[d/#h) 3777-6 nr.coar g,,,. g,, 13-c.9927 Date: S. es- % r..r:r 3p g a,, g. 2_fr (Of Nds i 'co : ' n ;- o u n ~ L " Outs Inc. RE: Tc):an Ut.11tles Sersices, Inc. P.O. l' o): 1001 Cottua nc:. 'Penh S t. car Elcetric Statio; c i c.n nose, T e>:a :s '76.043 -1930--1932 Units 1 & 2 Job Ila. 35-1195 E 6 R Subcontract I!o. 35-1195-022'; Hunt Proj ect 11 o. 513 . h i} ,.h kft ,i Genticnan: Uc repor$ results of Concreta Compricsion Tests, ASTM C-39 (Hunt.E1031. dylin' der No. 6 f//, 6//7 '4 f 2 o ' Anc-Days 0 .37 D8 af Str. ocr s a. 'in-1h s. //790 Y9/0 390$l 11a>:. 'Lon d-ih n. /36.oco

  • '39. Soo

///. ooo s . Type of Fracturc

  • /h !

[S. fler. l l \\ Data llude d?.'# 1G J -//- 76 2 - )/- 1G Date Ecccived .2 - /2 -/ fs R-/.2-96 3..-_.so '7 6 . Date Tested 3-to - 16 3 _so-gG 3 - so - ? h 3-t" /ro!.4rd sfnnab?rd Fir /d' '^ - yae oE Curing / Concrete Hi>: 404 .SO 4 JOd l Tcaper'ature

  • F.

i 6c7 40 60 - l .2 d' Slunn Inchec

  1. -f/

J-Xl ' Air Content 8., g?

3. O J, b Location Tahen',T%i r-OSS* - a? ?SS-- 00]

) Y 'T 1 C K CJ ..__. // 0 9 9 _. 2.7. #3 g[.y, .28.3'7 a?8 4/ 1 I [$ TESTE.D BY: . CHECKED BW nespectfully submittcc:, i ROBERT U. MUIIT COIPAMY Y~~ AYxc.re f. ~ / a p;e z. 4 ' ~ a -(. 1,' o r r.t ECP-E10,01 /b '.

c.,,.

A,* ' * .c .'!g f M n.rra r 3777 6 --y;,, ,s o, 13-C.- 9 9 2 7 Date:_5 - / O. 1_L W.c: g g..ng, fg [i o f b ~-

n :

Broun 6 !!o o t. Inc. RE: Texas Utilition Sersican, inc. C o te.in ne ; ' P e n h s t e a r,: Electric Station P.O. Box 1001 (;1cn Ro se, T e x a r. 76.043 19 3 0-19 2.'.i tin i t s 1 & 2 Job tio. 35-1195 DL R Subcontract lio. 35-1195-0225 llunt Proj ect If o. 513 ~ h f- { h f ]- I 'Genticuen: Uc'reporii'rcsults of Concrete Comor'ession Tes ts, ASTtt C-39 (Eunt.EiO31) I Cy1tnder Mo. b230 69 3l

  • 683Y
  • Kge-Days i

,78 JE 45' Str. per sq.'in-lbs. %f>A M733' 37 ?v! j /5? 000

  • /.54,.foo

/07,000 11ax " Load-lb s ;

  • f/q.

go.

  1. 2 <;..

l Type of Fracture D a te - 11nd e c2 's/-16 J - //- % 2 '// '7 6 \\ Date Received 2 - /.2 - 7 f. A - /J - % 3-/o 16 \\ Date Testad-3 % 3 % J-so % l .(. l 7yae of Curing .$.t-pir dee d S-t adnec)

  • / % /d Con-cr e t e Hix l

c#oe/ JOM 47a d _ l [ Tenper'aturc

  • F.

G3 63 65 ] i- -Slump Inches J J S -1 c.P f .#.E 4.7 l Air Content Loeation Tahen Pour 05.5'- J7.5:f - O#/ 7 } w /N/3- -T i c ;( g,- " 29. J/ 2 9. Va .27 3s ..[ at:st; c TESTED BW b 8 nespcccrully submitted, CHECKED B'li ROBERT II. HUNT CO:IPAMY Wh/$,m /. O~WL (. Form ECP-eld,01 A** /*. $

Bmwnf5 Root,Inc. QUALITY ASSURANCE DEPARTMENT g-mz DEFICIENCY & DISPOSITION REPORT lb2 PAGE__l OF 35-1195 UNIT: CPSES

og no, _

REPORTABLE PROJECT: CATAGORY: D EFICL ENCY NO 00R NO. E-1 PAR. C-220 REV.NO. 2

7. t a

' OOCUMENT VIOLATED: Gibbs & Hill _ Spec. 2323-SS-9 ~ 't Field cured cylinders for auxiliary bldg. east wall and elev I See R. W. Hunt Reports HCP 7335 002-5778-001 and 002-5778-004, specimens or plus 500 psi over design strength. D to 7337 and HCP 7339. (Attached) ROUTING RECORD ,g QA z "'[ h k b.. Y S y 3, p nLE N guGFlLE NO. c.220 5.s DATE: fuVEO BY:/ bu sso Z-/ 7-76 a APkP /[ [ O ATE:2/17/76 REPORTED BY: George H. Fisher OTHER Q USE As IS OlSPOSITlON scaA* O REWORK O aceA8a O ficid curcd cylindcr; crc attributabic to-

RESPONSE

Thc dcficicat tc;t ra ult; on th turclog,and'cprc~k/h T'.c laboratory cured t=t-f -fccccing tcc.pcr;tura n :hc; n by the attached daily tempcr [ 5 f th=c t=t cylindcr. ".cpart - -curing =d/or h=dling ocylindcrc grec nti';factorj tc:t rc: ult; =d the :ttrhc 5 ^'a;c ^^1crctc. docu= nt that n ti;fx tcry curing,tr pcrforacd on th; / O'/9-7d-j (See Corrective Action on attachment). DATE: ED BY M f O f 2 074 D AT E: ' SUMIT ~~ h ASSIGNE D TQ 2/17/76 O AT E: 2O//ff 8 H. C. Dodd, Jr. rp APPAOVk' O BY: R*^ tsd - i y _ DATE: fW ,.:2<21.-7L APPROVED BY: " ^ ( [l 4 ,,,fff [ RESP ONS E"- O r / See attached IM-3080, IM-3079, IM-3106 and BRV-1587,3Dl/( hw t 5 l! l p U w> P i >= l 5 3 -h74 TE. D$dd, Jr. Yfl//76 bb TCM f CLOSE OUT (To be completed by Quality Assurance Department) Y R A CORRECTIVE ACTION: TIS F ,7g e g U gy % DE FICIENCY CLOSED: COPIES: i; d D&R QA, HOUSTON V ~ REM %R KS: BsR CONST. SITE p( 1mS,e - AS ..R e S,1e ax NSSS SEPP <,E R a T S, MAS,TE CP-QA417 ~

k bbd C. 2 2 0'j BmsnO' Root,Inc., g q gp / ms Attachment to DDR C-220 Corrective Action The attached QC curing reports and concrete test hanner test reports document that satisfactory curing was achieved on the in-place concrete. <?Q l{l[.'q ((,j j {l,J {,'l Ol'h fylb 8V 9 7 (, ( N

ConAncP.s PEAK'STE;di ELECTRIC SThTIO:4 DO fc j oT / i DESIGF CH.S!!GE/ DESIGN DEVI,YrION REQUEST 8/ ts _ _ __,__ Saf ety itela t.ed DC/DD Raquesh No. 136 1.a ORIGINATOR: TI.lSI VENDOR,. X CONSTEUOTION Ocucription of Design Change / Deviation Requested: Applicable Spec /1)w-7-hHanb 2323-554 .,, L,,,_,,,,,2-9-76 Request Engineering Concurrence with th= "U:= As 3510VMV :G R O di.YMC ^D* S D disposition of DDP, Ho, C-220. RECEIVED t Justification: Sec Corrective Action Disocsltion of Subject DDL hidisl.c?fl9h HaImr Tests ara Also Encle C' ' i Itescest Prepargl 1;t/..,7('t. )M. TiO o_E eer M te" T-23-76h ~~If.T'Tel l (ngir 11UALITY ASSURANGL 1b TUS.f. RESIDENT _1 p AGER N Reco:r.end nicapprova2. necon= tend appe valty! r. n,..-.-.. El. !! lh u lf'l y %sident t.breger's Sicy.nture fnwrz... ,_;/__ 'dfy Dato /I23 pr TusI. c j 0' QA RECORD ROUTING 2. DESIGN ORGANIZATTON i aTN. oA REVIEW l. j Design Engineer's com. ento: (Clianges/ Deviation )i.o ifo ?fQd :)2* ) conc. rete test ha~r tests indicat.e satisfyirgn.c r e s s i'. o3. 1 stren hs. J Schedple: None suaritt 14o. 24, 5. Change / Deviation Approved Not Approvect den 2.or g n gitxer's Signatt ahlw '\\'. W'P_ Tit.10 Struc. Encr.Date 8/3/76 m 0 Indepenient DMign ibvic.er's tL mants: Agree with Dasign Engineer's c - ents and approval. A r 7 IndW=h. Deaign Revic4r's Signaturo e f, 42doEo nafe.8/4/76 /i ~ Intenikelplinary Rense_r ,f. Initials Date 3. 'J.USI (D.ALL.E) Initial-Date Structural l L pyg Nuclear ., asp:-nsinle Engilner /// _ p Mxiunic"i' .,,// Projcct Engineer ,y' 4.g_ ,,_q/6[7G Ele w ica'i. / y ~ # __ ~ Y ~' OA 12?.WW.0 ?OR CC 3"LCEKrh (' ,Other ' ' ' ~ ~ e A W W$ h. i.., /H.tl-. [kW c.< Pmi. :4c. A ccp/) Datt v. 7 6 13 ojget anager a Signat..re ' / ' ~ ~ n. _ - M y Oh 11 e. t < 4%.ni n. r-* *s " f rs. s 1 M ' r,1 =r.n t..

y an o p,an l ., _ _ _ _~ I',*. . _ **u ie% Brown & Root,Inc. wtw P. O. BOX 3, HOUSTON, TEXAS 7J001 h$ ' ) ~ j:.' l

To I l

One .0 /l. GazeHEL u../E_bbdd -22.o7 msnpl fil ( !! II.rlty I 267f -s SL&me/NVEGM/ ENGKAmeL-yxistesenbhpy ae bbLc.a o _......}. _.w g kb.#vr_z?nze dereupaer wiru.. L.4 'V rue'%'seR-/s'%S,90 sir /e4/ sw 7We Asp-) Kap 1&hM ce vpa/So o d oex%1 A @to,1 BLe1.

  • m-.NWW6

_e h h &W DETACH AND F8LE FOR FOLLOW-UP \\

3h i

( Q,1 N s 9 3 F-t* e W'. j 3' ThThhj!"EiGS E f".Wfag$13.'i. bOEME$!IbY$sk0!Id ~. X UTILITY DAL %p ga O 7 yf U 10 9 MM .[ Q) 'AY 5 L.? 73.N Iffbs -l r 4 CAUDLE L

  1. 5 1

FiH J03 2323 p.,i:t unR, 0C,00 REouESY No.s4 > LEASE REVISE DESIGN ENGINEERS COMMENTg ATTACHMENT TO TitIS REQUEST D ' 's FO READ AS FOLLO'.4S: TEST DATA TO CONFIRM.THAT REPRESENTED CONCRETE IN THE G hl ( ILIARY RUILDING WAS NOT ALSO SU3JECTED TO ADVERSE g

8.
  • i...ECTS OF FREEZING AS NEEDED. SWISS HAMMER TESTS.

g g WOIJLD FULFILL THIS REOUIREMENT. g l, c y ~ RE.HERSPERGER/EJ ZIGMOND c.,.! o GI93S& HILL Ny+ TX, !!TILITY DAL g GI985 HILL NYK . 'g* I, E *, I i T 'A k\\-lh 5' I, I\\ q % yh n, w.8 u t ra =l r $ [ \\\\ U 5'I;l x . NQ j T' C '.7 a D '% N. .k }4() L _M. ) ,a f(L. i e i i f4, 6 v \\' /Q

'1 dX AS U 11Li n r.;> o ra,s. ~.~ OFFICE MEMOR ANDUM '47__7ml9_7.6 TUS-S24 Dallas, Texas __MyuCuH. Caechel1 r -Comanche Penk Steam Electric Station ~ g Deviation Recuest 84 Subject JJ ) .~ Ref: GTT-158 ._._.: y _ f,. ' v , g O} jy e v. N :', File No.4 f211TS 09410_ J _ --l l j j l -4 DRT-84, with status Attached.is an executed copy of Deviation Request, Design Engineer's co of Not. Approved. should be directed to perform Swiss Hammer " telex GTT--158. Brown & Root Auxiliary Building, as represented' test to confirm that concrete in the by the frozen field cured cylinders was not also subjected to freezing. e ~~.._g Mb I - i, _._..... f fg..Q*Q$5 )bertW.Caudie2l$ h 4-g $ l1fg (, Ro 2 JUN 071976 j / .f b RWC/ p g l ,3 -j t 0COjet k b EC EIV E J 4 l Attachment PN t(v. 9 pact i .r 9 0.A9 1 ____L O F[i].}}}[$$b.!b ~ o,O ok TBlC* E-O 7, - gg - gegANicAL o O wei_ cit!G y SCHEDW# ' DIST. DATE j gg7ggATING El I CC[c. CONTROL g ES'ilII CIIILDR$SS - 'k l ~~~~~~~ ifcCL_I_L'TOCK_ BUSSOLINI / E070ySKI I [ l WELLER l S-b_+f2he__./q ingz>.e / %

V ' QQK 7 o-f 11 3777-6~ .i...uT / c'/ ['/I#5 7 ,s.. , 13-C-9927. Date-7 .'2'J.-?4

i. u.c f, f. 2.

... e. e-Brcun 5 Root, Inc. RE: Texas Utilities Services, Tnc. P.O. Box'1001 Coennche Peak Steam Electric Station Glen Ronc, Texas 76043 1980-1982 Units 1 & 2 Job 1;c.. 35-1195 B I, R Subcontract No. 35-1195-0225 I!unt Project 513 ? Gentlemen: We report results of concrete test hat:acr tests to determine compressive strength of concretc. Concrete Pour No. 00 > - s 7 7.c.- On </ Test Location A U < n! n c. -- OC Vn TAN '2rl wi~ ~.%n' i'H \\.t.' ) L /. ~ Rebound Values L Mean Rchound Value = V.6

3. y '/

Indicated Compressive

4. 93 strength-psi 6,FG O

'( 5.GFD

6. y 7 3
7. W.

Tested by % /c. /.74 t/u -LY - w e t c. ~< 8. ,- ) s- /

9. Q'l)

Checked b,LPC'.-A< u. M,.h.. s... 5 L : < c- 'y ^10. 'lI. /.26.' n. s y **'

11. '/6

' 12. 5 /-

13. (/O
14. '/2.

^

15. @

i d, i , ot Nc ~1 T.. s. i d. P,. '. \\- l,y submit ted. ). 5,1 ~, ~ Respectfti l 1 (.. ,8 ~ ROBERT U. HUNT COMPAliY fD ~ p %s f.. -? Y.L.. & 6,-_ ; .c.

e.-

/ ) /,s.'$^f d~4 7[ l' i Forn 'l!T-513-18 i noneny'w.,ionT c a.. n 3 r, -

9 0 n.u ' ' ' - s p yq n s . i. v. 3777-6. A,.,,a/.,/dM d @ . 13-C-9927-Dntc 7 .22-76 i.,u,,;.2,< x Brown & Root, Inc. RE: Texas Utilitics Services, Inc. P.O. Box 1001 Comanche Peak Steam El.cctric. Station Glen Rose, Texas 76043 1980-1982 Units 1 & 2 Job Ho. 35-1195 B & R Subcontract No. 35-1195-0225 . llunt Proj ect 513 Gentlemen: We report results of concrete test hanster tests to determine coinpressive strcngth of concrete. ~ Concrete Pour Fo. 00.'2 - 5 7 7 A - oc t/ Test Location Ativ B L I)."; - GL t* VARN SI-/A PT - H/G*S T WA 1./- Rchound Values

1. @

.Hean Rebound Value = W

2. w.
3. [,0)

Indicated. Compressive _( -

4. 4/ 7 strength-psi
7. O O O
5. 45

'6. //' Tcstcd by *2% i,.../, thy !, 'b

7. 5&'6 Checked}y,r-r. '$ 7%'fb'2C. e.",
8. V f' ~ ~)

h'V E 9. lf8 2

10. 4' Y --

Y .4 t';; t:.j[ _~

11. '/8 12.- 9 5

,]

13. CIM

- y p,p, f,f '. ' \\ f' -

14. &
15. 4(,

t... - 's Respectfully submitted, .I ROBERT U. IIUNT C0MPANY p, rutu ~ meg. /. x c's c~c t Form IIT-513-18 n e.,,, - -.

~ q yv~ ]g I9 p,., 7g[ 3777'. O k """r ' ^ riu 2.o. 1.3-c.9 9 2 7 li a 1. e : . /, - /..v. -/.t.,... N 3.,w. ) ~ . o a t na. ?co': P,rown & it u o t, Inc. ILX : Tc::an U t : 1. i t l e r. Se rv ices, Inc. .P.O. nox 1001 Conuanc.. Peak-Staan Electric Station 'Cien none, Texa:. 76043-1930-1982 linit s 1& 2 J. o b Il o. 35-1195 E & R Subcontract I!o. 'l5-1195-0225 Itu r. i-Projuct I!o. 513 Gentlenen: Uc report result's of Concretc Conprascion Tests, ASTM C-39 (Eunt ElOO1) -3329 5.3.30 S$33 ..533W Cy_1inder No. 29_ M 25' De Af:c-Dayn 4 Str. per so. 'in-lbs. $500-SAf5 .34 95' J733 11ax. - Loa d-lb s. /St,Ao /gf g oo /04.foo / o_Qu l Typ e of Fraeture fdy. .eg, /g s' / <a,_ __,__ _ })ntc 11nda /-/f-y& / - /s s t, sf :rt /- /S- ?& Dctc hcccivcd _/._./f, 'th .__/._L&df, i-42 */ & 2- /A - 7] Datc Tested F-/p 76 .J- /,7 - 71 c? - A.? - 7(. ? -/ 2 - 7 4 .( Typc ot Cu rin3 .,gyGyit. -//1,. ) _. p n// df r'd' i _Concrccc llix //f, //f., /~YeJd /~i!/cl //C //4 _ dp, to (,o ,gj,ymferaturc

  • F

(,_o /# /@it /Ji'# - " Slunp Inches /jfy Lir-Content .J. C. c?. S <2,5 .2. s_ m. incation.Takan Po u r-002 - S'/71-co/ s-1I C K GT* Ve?!S 5.i$h __c ?f ds M WA E f* S# 2F 32 TESYii.0 D'h 56. gi u CHECKED _BVi fpf tt I ?.0b);f;T 1f. UUHT COMl'AMi-C ,eC,TI i y ... = /. d b, -_. /.. /,iZl.$rns Q tu.. f . d E r d./.2. J/ Form ECP-E1001 It O O CRT W. !I U NY C O !.l i' A N Y.

'~~~) W G# !" (, 3777 -6 orr rv M. 13-C-9927 Dare: _ J - Et '/6 p r;. o:u e:.:< fo: Drown 6 Moot, Inc. l W.. T e x a s, '.! r. l. i t i e r: S.. sit: u, Inc. P.O. 1;o :. 1001 Coruant Penh Stena K 1. e c t r i. c Station Glen none, Texa:- 760/:3 1930-1982 li n i. t n 1 & 2 Job tio. 35-1195 1; & R Su i.c a n t rac t I:o. 35-1195-0225 I!u n t P roj ec t Ilo. 513 Ceuticnen: Uc report results of Concretc Comprescion Tests, liSTM C-3 9 ( I'u r. t E1331) Cy1:1ndcr no. 53/4 ,. 234f S3 lf' 1;c-Day 5 .M .2 2 a?V ' 2 55/4 5 700 JSf3 Str. per so. in-lbs. .-.56,, 500 /1s, g oo 3.s-> n,w li nx. I,o n d-lb n. /-- 9 T,yy e of Fracturc ,y ._ f,. _ _ _ __fg DaL2 Mudc /-/f-?h _ _,j___jg - 9 (,. ,_j_ _zg Datc Raccived / - /(,,_ 7h __ f. - tm z :, J. !p rig Datc Tcated d - /g> - 1(, 22 - 6t - 70. .d- ' ? _Z6 Yyc oE Curian .s-7p_m/ r-J _.Sfsw & J /~i eid l A zgr., ,C o a c_r e t e Iti x //p ,_[,_gj_,_ _ _ _ Temperature

  • F fL gf

_,yJ' //h / 82 l Slunu I n c li e n / //q c I.ocation Taken / %,- 004?- 577f-co/ - hj. _. ls tr Content J. [/ ._ _ __.2. 9 _ f.f x-Y I C *! 57' . _ _. _. 9 # 70 <2f S? e 0060 _.2L o'9 A.2,20 3 i n T E'.3 I f.O l.I h [ p-~ f h f,,! hhh fjh []M!~ - ~ (,,c l i.r.,n,. --...-.. 0 v3.n._[ l ' R npaetIu11y s.:buittc(, . e. /_ I' 'I XOE r.nT U. HUi;Y C O:i t'/J.< f j f 8 I i t l y y.f,I ev,C' a=,.. - - -. f* s/ . zaam/ / 1~ ~' . :& r :..-t 1,* o r n HCP-21001 HOuF.HT W. H U N T C O M i * /. N Y. e

VV 6 V " f (; Oh l]

,,. j'rY s

e ~

  • 777-6
r
mn o '.

) 1 i f J. :\\O. _7.. _'/..l,...... n.r.: .. /, on t,u... l ';- C-. 9 9 2 7 Daic:. /. n: nroun & Moot > Inc. R: : T c ::a.. U t i l. i t l e i. Scrsic u, Inc. p.0. r, o >: 1001 C o tana n c ; Pcah Stena F.loctric Station Cl a Ro s e,. Te >:a rt 76043 1930-1982 Units 1 & 2 Job ilo. 3S-1195 E & R Subcontract ?!o. 35-1195-02'25 Hunt Proj ec t Ho. S13 Centlenen: Ua r ep o r ti results of Concrete Compression Tests, ASTM C-39 ( Eu r.t E103') _Cylin'd a r No. A _ff S35'1 S.3 6 2 A.<; c -D a y s }

{f 48

.?r ~ Tit r. per nq. in-lbs. (

  1. f00 EE

.# 977 }kq:. Load-1bn. /.3l/;poo /J_f og9 75,cm i .T y.p e. o f Fracture fo,. l.e/.- -....- -....z_ a [J)it t O MHdO j_-gf.,"> (, / - /o*. S' 4 / - /,e." - /6 ,Datc Received / -g., -/ f., __/-/g -96 .2 - /a >c Date Testad ~? - sa - ? L A-/.2 - g le _ __a - /.;2 <s a, k Ty_ge of Curing Shzdge-1

  1. -r a m b c c/

_ E ie_/g/ l f Concrete Mi): // 4, //dl, ~ //6 Temycraturc ** F f,2, 6,4 6a c2 b .U_1 ".91' 1DChCS .a28I __ Jl'd. .27 Air Content ._ _41 .7. 7 T,ocation Tahen 'Powr-o o 3 .5 "L71_--.o 0 / "l1 t'.}$. ii*r '7.2 9/ Y Q. gen - 2 S. A 1 - KE.5o a2. Y& i . -) .I.,.,.~. ),. 2, h L, CJIC t. CMECMD !!f'l*__ / i ,/ !;cnpcc t f u11y ;ubaittcd, ./ P 1 a O I., r. RT U. 1:U M T ^ p d:Y l p f1.- g,1 r/sc.<n. v &, e. sf s L44 ..c. E/c=5~~d K

  • l F o r rt MCP-E1001 nottrnT W.

Hunt c c :. P r. n v. m

D/X U W p DL of /7 .g..... a %3f 3777-6 nrsour yg,n,y c,, 1.'i-C-- 9 9 2 7 Dato:. 1 - / J, - /l, r.v. s g y,,. To: Brown & 11001., Inc. 13: Tn: au U t i l. J. t i c s Sen iccu, Inc. P.O. l' o n 1001

Connanc, Penh S teara F.lectric S t a t ic, a Ginn Rose, Texa:.

76043 1930-1932 U n i tr. ] 6 2 Job Ilo. 3S.-1195 P. J-R Subcontract 11 0 35-1195-0225 I!unt Proj ec t Ho. 513 Ceutlcnen: Uc report results of Concrete Conpression Tests, ASTM C-39 (1:u e. t E1331) Cy}1.j nd a r Uo. fJS/ 5.3 5.2. 5355 b e-Days 29 AC A8 i Str. ner so. in-lbs. l55J7 56 fd> p/39 U,n x. Load-lbs. /gy 500 __Z&/g Oo _.ff von I of Fraeture d q,__ ._ J-l2. __/je,. .T.y.p n-Mude _f-/M-?& /-/5 '1!_ _._ _ /_ - J. D.~ _2.& r Data Dctc Ecccived /- /_L. - 76 / - /f,.r. _ 7 h _ N _ 12 - 7;'* 2- 'Date Tasted 2-M-76 a-/.R "ila 7 /2-70 .g [ypc of Curiaf, Jy26,_iddG/__-... 47 T/" c%. /--..- M.iL/d- - Concrotc Hix //f _. _/./3 //fe Tenneeatere

  • F 5f_

MB._ .5'f _,. ......._...___l, S.1_uny I n c h e s J Air Contcnt d' 2.__ ._____1._ J I J. =2 3'. # I.o c a t io n Tahan _ap_d n.f.22f--.p ce '/ 'il!!{51~ ..f2 72 O n 5,4 ACnkl.--.-. -- -d'L.?'!- - h 30 n... I fx nsw> nm. X. p) CHIICKED [-II: ,/ R a s p e c t f u ll.y s '.: b m i t e c <', /1 t /- se[- F(R ED' 0;!PidW M {l ? O is };RT U. IIU I c /' / _;mkted.2% : ,.,,_,g.7 y 1lorn RCP-eld 01 n o t ir rt r w n o rrr c o n to r. s v.

z n q !((.l[3i;l.$,..:r-' :lYdIl. i$ ' " i Of fic; Bay 100l, Gi1.. :o:;.t, 'i e: tan 7302

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DM O ' > ~ February 19, 1916 Pc n et !? BRV-1587

!!.' W. Hunt Cc.mpany 810 S. Clinton St.

Chicago, Illinois 50607 ATT!!: Mr,. A. J. Bray Texas Utilities Services, Inc. Co:nanche Peak Steam Electric Station 1980-82 2300 if.f Installation Field Cured Cylinders - Concrete ' .'Dearl Mr. Bray 5 Please notify the Concrete Superintendent' each time cylinders for . field curing are moved from your laboratory to the parent concrete structure. This is to assure-that the responsible parties will be aware of their location and the necessary protection and curing can be provided. (. - Instruct your responsible personnel regarding the importance of this action. Sincerely, BROWN & R00f,013CK2 PiM1024 0.F ).Y d c.r . bc,sEcb Peter L. Bussolini Project Quality Assurance Manager .W PLB GHF/pw cc: R. W. Caudle (6L)

11. 'C. Dodd, Jr. (lt)

C. H..Gatchell (il) D.- L. Hansford (ll) B.- K. Kinkade (ll) C.E.Bonin(ll) P. M..Milam (IL) v.

bb4 0 - 210 ( CURING REPORT FORM & CllECKLIST I ~S ,(. Pour No. /) C 2_ .f 7 7 f-d C -4 . Location k U)(tLiky (fre4 g2scyg,uc. <2/~rpee) su;arer gesG Date of Pour /- /4'-74 Mix I'.D. //4 7't47S Method of.C' ring is/E/' dUA ufr> ' nonwg/ /.sSutApoa u Date Curing Started /-/ C-7d Date Curing Finished / -l2 9-74 Sat. Unsat. N/A V (1) Concrete surfaces are protected from premature drying. (2) Cor. crete surfaces are kept continuously wet for at least the first 48 hours after placement and anf time during curing when the ambient temp. is above 90 F. (3) Concrete surfaces are maintained continuously moist / f .(, throughout curing period. V ( (4)~ Wood forms are not left in place during curing. (5) Concrete surfaces are protected against freezing j~ when-the ambient-temperature is below 32 F. (6) Rate of air' temperature change immediatelfadjacent -s to the concrete does not fall more than 3 F in any / one. hour nor more than 300F in any 24 hours. . (7) Protected from mechanical injury? (Construction equipment; rain, running water, application of curing methods, excessive vibration, / loads, heavy shock) Thhs form is to be used in conjunction with ACI 308, ACI 305 & ACI 306, and specifically refer to Table 1.4.1, ACI f3{ ((CoTd.]eatherNilli lbpif. k;[. L Day 1 2 3 4 5 6 7 8 9 10 11 12 13 14 h h,h W N Y N )Y f 0 A'W ll! N I p c or 1b4 'bt bs Ng J~btY//}; hg ?h Ub4 'Date f I6 g l 30" 74 0_ Date Q.C. Insp6titor t g

~' , DbR e_22 0 ( CURING REPORT FORM & CilECKLIST (.. M cf 'f-Pour No. _ m2 - 6' 77 P-60 / .k. J 64 vii+,/ }3/de /fucratMc ec6bL) EDT O' Location < u ga Date of Pour f_fds 7g /-/f-76 Mix I.D. //d Nethod of Curing tue r gy/z ap ? 2,._.,,og f/ygjurwn /rfair;; i Date Curing Started /- /5'- 7c' Date Curing Finished /-19-74 Sat. Unsat. N/A t-(1) Cor.: rete surfaces are protected from premature drying. (2) Cercrete su.-faces are kept continuously wet for at least thi first 48 hours after placement and anf time during g c zing when the ambient temp. is above 90 F. '(3) C:: crete surfaces are maintained continuously moist-(' throughout curing period. V (4) Mc:d forms are not left in place during curing. i (5) Ccccrete surfaces are protected against freezing f b. when the ambient temperature is below 32 F. h (6) Rate of air temperature change immediatelf adjacent. ~ to'the concrete does not fall more than 3 F in any / I one hour nor more than 300F in any 24 hours. t (7) Protected from mechanical injury? (Construction equipment, rain, running water, application of curing methods, excessive vibration, I loads, heavy shock) I i Tliis form is to be used in conjunction with ACI 303, ACI 305 & ACI 306, and specifically refer to Table 1.4.1, ACI 306 (Cold weather). a .._,,-..,,.-.,.i nnir r !; l! [lll h!!O F 0 ii uu ,i 1 _ Day 1 2 3 4 5 6 7' 8 9 10 11 12 13 14 Ifl l$l hbl N N ,$ U NY$5l l0l $U $6/j'lfg'!!f / pc r 7bt hl h4 a ?c 'bt h4 Y V: E'kt $ks 5h Nf Date 4 / '3 S-N d [& d i Date Q.'C. Inspector'

4 DBR 0. T"6 " *""i-Tenezarons AT 30' Levet p /c, ,7 h8

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Bown6raxx.nu 'p h & C - J.2 O') e., a ~ ' ' * / [cg /7 Of // ) IKTEROFFICE MEMO + .r IM-3QZ9 DATE: February 18, 1976 P. L. Bussolini TO: FROM: C. E. Bonin

SUBJECT:

Concrete - Field Cured Cylinders Request Hunflab t'o notify' the Concrete Superin d < hours curing period at the lab, the field cured ylinders are being returne Such notif.ica- -to the in-place parent concrete location from the laborato ^- - 2 ele!Ul0U OL'3 - fy /5 y,l_ C 7E. Bonin I Assistant Project Manager o . :.// f.$fi. : O..... e.. CEB/G Jf4J/ eke - .uo . cc ; _,, T .it. v L Howard o-A. Depew ~ B. G. Banks B. K. Kinkade W. F. Tyler 4 9 e W I

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fg INTEROFFICE MEMO IM-3080 DATE: February 18, 1976 Travis Howard TO: Al Depew FROM: G. W. McGee Concrete - Field Cured Cylinders

SUBJECT:

h results Recently, several field cured cylinders have had compressive stre d rough handling. Please which are low because of exposure to freezing weather an be treated emphasize to craft personnel that all_ field cured cylinders are to in-place and cured with the same attention and protection that is given to This is a G&H specification requirement which is imposed in Proper curing and protection, as is concrete. ill result verify that proper curing is being done.done to the in-place pa in good strength results. / / G. W. McGee GWM/JMJ/ eke ~ ~ ~ cc: C. E. Bonin~ W. F. Tyler e

Brmin*7 Root.Inc. 35-1195 gbg C.12 O O INTEROFFICE MEM0 IM-3106 T0: P. L. Bussolini DATE: February 19, 1976 FROM: H. C. Dodd, Jr.

SUBJECT:

DDR C-220, IM-3079, 3080 In reviewing the action response to the DDR and the two subject memos, it comes to mind that your Curing Report Form & Checklist (s) might be revised to include a checklist for field cured cylinders to insure that IM-3080 is complied with. ( 1 ~. H. C. Dodd,;'Jr: ista Ons:4. L! J U j.3 y + ' Project Manager e 1.t.y.;v e .c-..,. 9.. s....: ..u. ,,..:...>.,5:. .< c,. :.:.. Icc: .W. E. Childress, Jr. C. E. Bonin W. i. Tyler D. E. Howard A.- Cepew B. E. Banks B. K. Kinkade G. W. McGee T. E.. Cole T. A. Caudie R. N,.'~Best h4 bi2/- Irg7 W .}}

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