ML102871034

Email - from: Williams, Charles R. [Charles.Williams@Pgnmail.Com] to Lake, Louis; Thomas, George; 'Nausdj@Ornl.Gov'; Carrion, Robert; Souther, Martin; 'Trowe@Wje.Com' Dated Monday, January 11, 2010 5:42 PM Subject: Fm 5.4 Draft for Review

ML102871034
Person / Time
Site:	Crystal River
Issue date:	01/11/2010
From:	Williams C R Progress Energy Co
To:	Carrion R P, Lake L F, George Thomas Office of New Reactors, NRC/RGN-II
References
FOIA/PA-2010-0116
Download: ML102871034 (7)

Text

Sengulpta, Abhijit From: Sent: To:

Subject:

Attachments:

Mr Lake and others, Williams, Charles R. [Charles.Williams@pgnmail.com]

Monday, January 11,2010 5:42 PM Lake, Louis; Thomas, George;.'nausdj@ornl.gov';

Carrion, Robert; Souther, Martin;'trowe@wje.com' FM 5.4 Draft for Review 2,'FM 5.4 Exhibit 2 -QCProceduresPTL-10.pdf; FM 5.4 Exhibit 3 -Po, r7l2RBElev2lO.pdf; FM 5.Apdf; FM 5.4 Exhibit 1 -Forms -SP5618 Placement of Structural oncrete.pdf 7I Attached for your review is draft of FM 5.4 and its exhibits.

If you have any questions, please contact me or Craig Miller.Thank You, Charles Williams 919-516-7417 The message is ready to be sent with the following file or link attachments:

FM 5.4 Exhibit 2 -QC ProceduresPTL-1O.pdf FM 5.4 Exhibit 3 -Pour712RBElev21O.pdf FM 5.4.pdf FM 5.4 Exhibit 1 -Forms -SP5618 Placement of Structural Concrete.pdf Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments.

Check your e-mail security settings to determine how attachments are handled.I i_ F M-5:4 Exhibit 3 Q PITI REPORTED TO: FLORI PROJECT: CRYS1 Ceoneuat SOPP14r: West C Art&.EagJiae-:

Gilbert Generol Conactor:

J. A. J-... --~...page 1 of 1 SBURGH TESTING LABORATORY PITTSBURGH, PA. rorA73 A, "VTUA% P¶5T671N TO GLIgNYS. Tog Pwj*Lse AND oumgttys8.14 IMPgaORT&OVSN#urVCD AD INCK COPiF101ALM PROPERTY OF CLICVT*. *NDb AUTHORIZATION

'VOUSCAIION OF STATECRT*I.

CONsCLUSIONS Oil LUISACTS FROM 01S maoaOAN..Ou* 0UORS to S 6AceaLO PENDING Ow" vNorletg APPVVAAL.wm FP" REPORT of CONCRETE PLACEMENT IDA POWER CORP.TAL RIVER PLANT UNIT NO. 3 east Concrete, Inc.Assoc., Inc.ones I I Date 2-16-73 IPOUR: 712 RB I........ I i I StraGRAIDE INSPECT ION: NA JOINT PREPARATION:

OK FORMS: Properly Coated 0 1se l-rom Holes Seems Tight Clean proper Shoring &Ailgement SupportsE REINFORCEMENTS:

Proper Clearance 19)Proper Support I'Clean IN No. Tie Rods OK Location Tie Rods Vn,'4 M EMBEDDED ITEMS: (LIst)..onfrmit to drgndltf Wo & Site of Vibrators 8-10,,500 TTroCIuecy plus Placement Equipment 2 -6" %ldt ,na= Concrete Pumps Trmie Pipes -Number FIA Size NA Location ACEMENT: Consolidatlon Procedure Mechaer bal Vibration NA Grouted -en Timw 9t06 AM -2150 AN Locution 1w, 0=11t, it, Comncrte -Lift Depth, 18" Muei Direction ofPour I to wt W to I mae ama. ~...44 --.A PURN-mobw NAMILIAMMAN A MOUR".0-Nommm wwaw-m" ti Iý MO 6muIty lusrdsf Ts4O--~,~5SSURCN TESTING LABCRfORT x" .* SivYo 00 sPF-618 1-22-69 FM 5.4 Exhibit 1 page 1 of 2 3:00 FOJOSORK* 3:01 General 3:01.1 All formork shal be in accordance with "Recommended Practice for Concrete Formwork" ACI 3).T4-68!10l.2 All pored concrete shall be formed, including the sides of footi .-s And other of structures below grade, eceept that rook cut*shall be used as foru for vertical surfaces as shmov on the Drmip" " ead/or as directed by the MGI'Il. Earth cnts shull not be used *.form for vertical surfaces.3:01.3 All exposed concrete edges shall be chanter,.

The sise of the cbmi.!r strip shall be 3/a inches unless otherwise noted on the D. .-np, 3:02 Materials 3:02.1 Forms shall be wood or metal that are of suftficient strength ad rigidity, and have a surface suitable for the required iaish., Ift wood is used to form concrete that will be exposed to view, It shall.be made with at least 5/8 in. thick Douglas fir BI/ "Plyfom* as graded by D.F.P.A. Concrete that will be concealed from dew =ay also be formed with 5/8 in. thick "aelyform," as above, orAels shall, be formed vith seasoned wood boards of not loss than I in. stock Boards #all be free tro or.oted-".-

• " feet* that would prevent tight joints or affeet. the-true im and surfaces of the conc.-ete.

3:02.2 All form luaber may be reused in variow parts of:tko einttlom as long as it remains ~in good condition.

3:02.3 Naetal forms shall be straight-and f~ree froa distortion that go"" be.apparent ini the poured concrete.

The forma Ohell be a. ."MelY assembled and fitted so that joints vill be strsigt sid emti..-m and so that adjoining surfaces will be , 3:02.34 Forms shall be thioroughly 21*aatJ after each wae, m4d surfewo Is contact with concrete shall be coated with form oil s .boon approved by the OWNER.3:03 De,. n 3:03.1 The design and engineering of the form rk shabl be the respossibi .ty of the CONTRACTOf.

So shop or fll irmwisqp f~or foravost use be submitted to the EVON10I.3:03.2 Centering for beams and girders shall be sol ,w tat te cam be stripped without disturbing the Interediate supporting pots or .ern be reshored in an acceptable mannr.

SP-5618 FM 54 Exhibit I of 2 3:03.3 The ENGINEER shall be consulted regarding the cambering of beam and slabs to compensate for anticipated deflections in the foruvork.3:03.4 Except a" noted hereinafter, formwork shall be constructed so as to ensure that the concrete surfaces vii conform to the tolerances of..............

6. The- steel -plate liner on the reactor b"idhign VkWA-tWii as a :oncrete form shall be braced and shored to ensure that the deflection does not exceed 1/6 in. for an are length of 10 ft of the plate as installed.

3:04 Porn Removal 3:04.1 The removal of formwork shall be In accordance with tAe requirements of ACI 301-66.3:04.2 The following table shows required minimum strengths required before the forms are removed: gin. Strength g4in. Period-Structural Classification Re.uired -Psi Dens Sides of footings, walls 500 1 Sides of beams, girders, columns .1500 3 Forms under floor slabs 2000 T Centering under beems, girders, flat slabs 2500 10 3:04.3 The minimum time limits are average values based on 3000 pal attaining strength under normal Job conditlons at a temperature oa 70 degrees F.3:04.6 The time limits shall be increased for concrete having slower strength development due to lover temperatures or other conditions and MW be reduced for concrete developing strength more rapidly, all subject to the approval of the ENGINEER.4:00 JOINTS 6:01 Construction Joints 4:01.1 Joints not shown on the Drawings shall be made and located in accord-ance with the requirements of ACI 301-66 and shall be approved in writing by the ENGINEER.

Construction Joint surfaces except as noted otherwise hereinafter, shall be prepared for the placement of concrete thereon by cleaning thoroughly with wire brushes, water under pressure, or other means to remove all coatings, stains, debris or other material.

\5.4 Concrete Form Release Agent

Description:

Release agents are applied to the form contact surfaces to prevent bond and facilitate stripping.

They may be applied to the form before each use, at which time care must be exercised to prevent coating adjacent construction joint surfaces or reinforcing steel. A good release agent should provide a clean and easy release without damage to either the concrete face or the form, while contributing to the production of blemish free surface. It should have no adverse effect upon either the form or the concrete surface.When applied improperly, form oil may prevent bond between the concrete and reinforcing bars or weaken joints by preventing bond of old to new concrete.Data to be collected and Analyzed: 1. Review concrete placement specifications.

2. Review Quality Control (QC) specifications.

3. Review QC reports.Verified Supporting Evidence:

None Verified Refuting Evidence: a. Project specifications (FM 5.4 Exhibit 1 -Specification SP-5618) require that forms are thoroughly cleaned after each use, and surfaces in contact with concrete be coated with form oil which has been approved by the OWNER.b. Project QC specifications (FM 5.4 Exhibit 2) included requirements for verifying form oiling and cleanliness of all surfaces prior to concrete placement.

c. QC reports (representative example in FM 5.4 Exhibit 3) show that inspectors followed the established QC specifications and monitored proper form coating.d. Exhaustive review of Non-Conformance Reports (NCRs) found no evidence of improper application of form oil during the construction of the containment building.Conclusion:

Form release agents were applied properly and were not a contributing factor to the delamination.

1/11/2010 i " ' Page l of 1 DRAFT I Do not r~aaeJ~oa 4 t third 1J rty itout parmissioR in -,m7- --111 .11s,.-....... -F-M- .4 Exhibit 2 page I of 2 Pinrsum TEs~i'is LAWRATmR QUALITY CONhTROL PMCEDUZ FOR PIXEMNT OF STMKTUM. CW-0-M q p*SPECIFICATIONS PLACMN OF WKC¶ .M GILBERT ASSOCIATES, INC.SP-5618 MAY, 1969.O COPPLETY REVISED -OCT., l1y7.;...: !* .L. ,.App roved by : .L. t " ' " -"' .L..lem, .W,..W DIrector -Gen. t.Date: CRYSTAL RtVER TNIT NO. 3 FLORIDA POllER caRPORATION FM 5.4 Exhibit2 PTLQl page 2 of2-'"Pge 4 C. Field Placement Inspection

1. Testing laboratory inspectors shall perform the following Inspections and shall docunent this inspection on each placement. (Sample inspection form attached.)

a. Forwmork for cleanliness, tight joints, form oiling and exposed edges chamfered.

I b. Reinforcement for cleanliness,I adequate securing and clearances to forms and subgrades.

c. Construction joint surfaces except as noted otherwise hereinafter shall be prepared for the placement of concrete there on by cleaning thoroughly with wire brushes, water under pressure, or by other meansi to remove all coati , stains, debris, or other foreign material.d. Horizontal and vertical construction joints in the reactor building cylinderical shell below 250'0 levie shall be prepared for receiving next pour by either sandblasting, air water jet, bush hammering, or other m means to-remove all coatings, stains, debris or onter I foreign mterial. The horizontal joints shall be I dampened, then thoroughly covered wthI cement san mortar, of similar proportions in concrete, of approximately 1/2 inch thick and 'oncrete placed before initial set of mortar. Vertical joints shall be dampened before concreting.

e. Construction joint surface In the Ring Girder and Dome at and above 250'0 of the Reactor Bldg. are to be prepared by sandblasting to produce a clean rough surface and the applying an evenly distributed film of Colma Fix 8% adhesive.f. Conveyance equipment in accordance with ACI 301 Chapter 8 and ASTh C94. All transporting to point of deposit to be without segregation of concrete.g. Concrete deposited in horizontal layer not exceeding 18" avoiding inclined joints with maximm free fall of 3 feet.Each layer vibrated together.h. Placing of concrete shall not cause movement or damage to embedded items.I. Concrete vibrated adequately and concrete of proper workability to avoid seams or planes of weakness.777. .. .* ::