ML102350115

E-Mail from Thomas to Masters, Crystal River 3 Containment

ML102350115
Person / Time
Site:	Crystal River
Issue date:	10/21/2009
From:	George Thomas Office of Nuclear Reactor Regulation
To:	Masters A NRC/RGN-II
References
FOIA/PA-2010-0116
Download: ML102350115 (83)

Text

Franke, Mark From: Thomas, George t N w Sent: Wednesday, October 21, 2009 5:58 PM To: Masters, Anthony Cc: Lake, Louis

Subject:

RE: Crystal River 3 containment SP5909.pdf; SP0182 Tendon Surveillance Program.pdf 2

Attachments:

Anthony,

. Here are the documents I have. Attached is a spec for installation and prestressing of original tendons and a procedure of

---CR-3!s Tendon Surveillance Program. Did you happen to copy the folders of IWE and IWL examinations and tendon surveillance the licensee had put in the "Requested by NRC folder" on their L:\drive - that should provide info on the IWL inspections.

Thanks.

George fp/ I.

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CONTENTS Section I XInstructions to Blddw. - tbm I-A n Generael Conditlain ZZ-i tbru 11-4 III Detailed Specitlcstiins M-1 thru M1-28 IV List of Did DzsuLqs iV-3.

MA W8L'I Contract Fars - CD-17-A Contractor's Affiasvit - OD-28-C Certiticat. Of Iinsuance - D1-

SECTION I IIS¶!RUCTIOW TO BIDUS Item Title Pam 1:01 Invitation I-1 1:02 Subissaou of Proposa2s I-i 1:03 Evalution of Proposals 1-3 1:0. lnsur-nce Requfrments 1-3 1:05 Perfrrnmcee and Payment Bond 1-3 1:06 Contract Fears and Certificates 1-3 1:07 Acceptance of Proposals 1-4 1:08 Awards to Bidders and Poument I-4 1:09 ShippinS Inormt ion 1-4

ý'ii 1:01 Invitation Proposals are requested by the Florida Power Corpwation for the egalpment, materials, and related WRK, set forth in the attached Specification, vhich vill be incorporated in the Crystal River Plant Unit 3, located approximately five miles northwest of Crystal River, Florida.

1:02 Submission of Proposals 1:02.1 Oriinal and five copies of the Proposal shall be ubmitted in quad-ruplicate and shall be transmitted to:

Florida Par Corporation P. 0. Box 11o12 St. Petersbr , Florida 33733 Attention: Mr. C. H. Thompson Purhasing Aent 1:02.2 Proposals must be received by Florida Power Corporation or post marked prior to twelve noon 1:02.3 Bidders shall furnish with their Proposals all dravings, catalog data, and other supplezmetary information necessary to describe thoroughly the materials and equipment covered by their Proposal.

1.-02. Each Bidder shall submit with his Proposal the nm of the manufacturer and the type or model of each principal item of the equipment at material he proposes to furnish. He shall also suhait drawings and descriptive matter which vill show general arrangement and dimensions, sapearance, principle of operation, and extent of factory assembly.

1:02.5 If the equipment cannot be shipped completely factory assembled, DiMers shall include with their Proposal the -nubr*dimensions, and weilgAt of each shijpping unit and the acmont of field work required to assemble the equipment ec"pletely.

1:02.6 T mwcessful bidder may be required to furnish a service represent-stvre to work with Florida Power Corporation's persomnel during the initial operation of the equipment. The services or this represent-ative shall be outlined in the Proposal and the per diem charges stated separately.

1:02.7 One coppy of prow sional rec endaticns for spare parts shall be furnished with each Proposal.

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C." 1:02.8 Each Bidder shall include in his Proposal the cost of furnishing one complete set of all special tools, suitably packed and all In first C 1855 condition, vhich ay be required for mintenane of the equipment covered by the Proposal.

1:oe.9

• i*"!,licenses The price -.stated in the hich mi~ht Proposal lawfll shall include be assessed, alldate on the taxesofand the Proposal, against Florida Pover Corporation or the Bidder in connection with the proposed WORK. *eptim:

1. If the price stated in the Proposal is for the furnishing of materials and/or equipment only and does not Include field labor for erection xad/or Installation, do not Include Florida State Sales Tax In the bid. Florida Pover Corpora-tilon will pay such tax direct to the State of Florif.

2. If the price includes erection and/or installation labor to be performed at the Job site, the Florida State SleS and Use Ta nust be paid by the Bidder on the cost of the materials and supplies furnished. The Bidder awarded the Contract for this WMR shall be responsible for the payeant of this tax to the State of Florida and should take this into account In his bid price.

1:Oe.130 Te Bidders shall state in their Proposals that the naterials and/or equipment will meet the Specifications as set forth berein.

Any exceptions to the Specifications set forth heretn shall be stated clearly In the Bidders' Proposals.

l:e.11 Bidders shall state in their Ptaposalste c lete term of their var2snty applicable to the materials and/or equip t they propose to furnish under this Specification, and the term of extension of the warranty In the event of repair or reple t being required.

1:02.12 Bidders shell also state in their Proposals the extent of their guarantees for the perfomne of the equipment offered and for correction of Item which fall to meet the urranty.

1:02.13 Royalties and fees for patents covering materials, articles, mt ,

devices or equipment used in the V= shall be Included in the Coatart price.

1:Oe. A Te Bidders shall not include In their Proposals the costs of Insurance for equIpaent subsequent to receipt by the on the Job site.

1:0e.15 The labor rates of this WM shall be executed eorking eer conditions and mws rates established by the applicable collective bargaining group having Jurisdiction over the area, and shall be performed in accordance with the safety relaInons of the Florida Industrial Comission.

1-2

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1:02-.16 Bidders are advised that, due to the scope of this construction project, certain materials and equi**nt are required, of necessity,

• ,to be de~livered considerably in advance of the actualcmeca operation of the equipent. It Is presently anticipated that actual 7- commercial use, other than prellmutary testing, of the m rial or equlpm t vill not c ence until September, 1972. Biddere am requested to tWei this into consideration In setting forth their wrranty and ga antee terms.

l:02.17 Bidders shall set forth in their Proposals the term of pamalt normal to their cmany or industry, inzlud"n cash and/or trade Gmsousmt allowd, if any. Transportation heares shall be Inclbded Vr shipping point with ful freight a3owned to 1 ssti. 0 1:03 Evaluation of Proposals 1:03.1 Bliers' ability to satisfy the of their capability to perfoam the VCM withln the scheduled dates set forth bereft will be a besic consideration in evaluatin the Proposals.

1:03.2 It shell be understood that the evaluation of Proposals recveid In accordance with these Instructions to BW rer and the attached Specification will be conducted solely by Florida Power Corportion.

T:0 nors Res!r~ents FhndJa Power Corporation Contract Ipnsue I -gq1is-to ae set forth in pamgpphs 5 and 6 of Contract Forn co-&-(cmp attached).

e successful bidder shall cul1y with them I pz Jo to pe rfoVmany w =3 specified herein.

1:05 Pw ror -e and Paynenit Bond Bidders are advised that a Perfon e and Pat Bond my be required from the successful bidder. ?b cost at such Pearftrn and Paymnt Bond is to be set forth as a sepmrate itaIn t Proposal.

In the event Florida Power Corporation elects not to require a Perfor11e and Payment Bond, lo perat of progess pament, if any, wlll be vtthbeld until completin and aepance of all and reeipt of CoTm 's Affidavit (copy attwhed) properly executed in duplicate.

1:06 Contract Forms and Certificates 1:06.1 The foliowing documents ill be Incorporat 1Into or referenced by the Contract avarded to the successful bidder:

1. Contract Form - CD-17-A.

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2. Contract=r's Affidavit - A, B, or C .

3. Insurance Certificate - D-lT-C.

1:06.2 Copies of these documents are attached herewith; and Bidders shall thoroughly familiarize themselves with all of the terms, conditions and instructions contained therein prior to submitttInF their Proposal.

1:07 Aceptance of Proposals Florida Powr Corporatiam reserves the right to accept or reject

-y or all ftoposals.-

1:08 Awards to Biders and Psaxent Florida Power Corporatlon will issue all purchase orders and sake pament for the materials and/or equaiet purchased.

1:09 ShipipDi Information Bidders are advised that the shipments my be made to the plant site by the following carriers. All shipments shall be consigned to Florida Power Corporation. Crystal River Plant Unit No. 3:

Via Railroad: Seaboard CAt Line (SL) delivering carrier: Carload shipments only -

destination station Red Level Jmnetian Florida. L.C.L. Shipaents - destinsioan station Crystal River, Florida.

Via ftuck Lnes: C ercial Carriers - destination Red level, Florida.

water frasporatiii: A 15 foot deep barge cmannel has been dredged from the Gulf of Mexico to the plant site. Contact Floria Power Corporation for prticulas if barge delivery is contemplated.

Parcel Post: P. o. Box 216, Crystal River, Florida 32629 1-4

V sMOMo 11 GNKNL CONDITUM INDEX item Title 2:01 Scope 11-1 2:0 Definitions 11-i 2:03 Equipnent and Materials to be SuppIed 1W tbe Ctractcr 11-i 2:04 Codes and Standards 1.-2 2:05 laws and Regulations 11-2 2:06 Bgnweering Data, Shp and Erectio l Dm vb1aiW 11-2 2:07 Instruction Manuals 11-3 2:08 Recemended Spjre Parts 3r-h 2:09 Design a Jhnd Pr alp rm-4 2:10 Manufacturing Errors 31k 2:11 Bill of material U-4 2:12 Manufacture and Inspection of E 1uisment 11-5 2:13 Shipment of copleted lbrk 11-6 2:1. Special Tools n1-6 2:15 Protection During Shmet and Stwoo 11-6 2:16 Shipping Notices 11-7 2:1T Patents 1_-8 2:18 Conflicts 11-8

2:01 scp Thes General Conditions are applicable to equlpoentI materials and related WRK which vinl be incorporated in the mew addition to Florida Power Corporation's Crystal River Plant.

S2:02 Definitions It shall be understood that the following terzu as used in the Specifications shall have the meaning herein given:

. "OV U" shall mean the FIUMIDA CO(RPQ=TIO.

2. "UGXNEt" shall mean OIUEMT ASSOCIATS, INC., ConsultIng PEnginers.

3. "COYMACTOR" shall mean the successfUl bidder for the urK who vill undertake the perfornance of the M required by the Contract.

la.* =" shall mean labor, services, materials ad equimt as set forth in the CORMACT DOC W.

5. "CO079ACT DOCtRUTS shallI mean all Drawings, 9pecifications an Addena thereto as prepared and issued by the , the Iwitation to Did, the C(WhCT1U 'S Proposal and nmfteturr' s Drawings -

approved by the EG*INEER, all of ubieh ae pt of the CO IMI'S Contract vith the W . These C ~tCADOCUTS are cople tary and uhat Is called for by any one of them shall be as binding as if called for by all. Any conflicts in the CO/ACT DOCUMS si be resolved by the CUM.

"EQUAL"

• U6. sl mean equal as approved by the U or the U .

2:03 E dtment and Materials to be .Suplied by the Coatractor All equipemt and materials furnished under thse Specifications shall be anufactured within the continental liults of the United States of Aerica.

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Codes and Standards Unless specified othervise herein, equipment and materials sba1l comply with all governing regulations and vith the applicable stand-ard specifications and codes of WAS, ASflM, AS. IPCF, NOW 1, I=, UL, and other such regular published and accepted staudards.

The regulation, specification or code applied In each case shall be the latest version of such regulation or standard adopted and piblished at the date of taking bids. AxW conflict betmeen standards shall be referred to the (KM vho vill determine uhicb standard ds.ll govern 2:05 law and Regulations All equipment and shall be in accordance with the laws of the State of Florida and the Rules of the Florida Industrial Cigsion.

2:06 Engineering Data, Shop and Rrecton Drawings 2:06.1 Upon Award of a Contract, engineering data covering all equIpnt and fabricated materials to be furnished shall be suhbitted promptly by the CONTRACTOR for approval.

2:06.2 The CONTRACTOR shall sutmit 2 sepia copies and 2 prints of preliminary dravings and necessary data for approval, to the 8G1E1 t I at the address belay:

Gilbert Associates, Inc.

ConsLlting Engineers 525 Lancaster Avemm HeadIng, Pennsylvania 19603 Attention: Mr Z. B. Rottensteln Project Mager 2:06.3 These dravings shall be sufficient and complete for system design purposes and for use in designing associated arstms.

2:06.4 For final approval, the C0NTRAC2W shall submit 2 sepia copies and 2 prints of drarings and necessary data for approval to the 2:06.5 On each drawing submission (original, revisions, and final) the MTRACTOR shall send one copy of each draving anddata direct to:

Florida Power Corporation P. O. Bo= I4042 St. Petersburg, Florida 33-1 Attention: Mr. V. 0. Nay Manager - Power Eineing 11-2

• ~ j 2:06.6 These dravings shall be sufficient and coplete for adequate erection, operation, and maintenance of the equipment. The engineerin g data shall include dravings and descriptive Information In sufficient detail to show the kind, size, arrangememt, and operation of coanonent materials and devices; the external connections, anchorage* , and supports reUied; performance characteristics; and dImensions needed for Installatilo and correlation with other materials and equipment. Data suthitted shall include all required piping wrangenent dravings, design calcu-lations, pneumatic control system schematic diagnams detailed dawing and data for structural systems, ad ccoplete pover and control circuit logic diagrams, schatics, and wiring diagrm.

2:0o6.7 No V)O shall be performed in connection with the fabrieation or manufacture of materials and equiment, nor shall my accessory or appurtenance be purchased until the dravings and data therefore have been approved, except at the C0HACT0'S va risk and responsibility.

2:06.8 RKeeptions to item 2:06.7 shall be by agreement with the AMl.

2:07 Instruction Nanuas 2:07.1 The COFTHACT( shall furnish eleven co:plete and final copies of instruction manuals not later than 60 days prior to shipment of the equipment. Ten copies shall be enot to:

Flnoria Power Corporatium P. 0.Box 0 St. Petersburg.* Florida 33M3 Attention: Mr. V. 0. MW Man - Power Engineering One copy shall be sent to:

Gilbert Associates. Inc.

Consulting FJngineems 525 Lancaster Avenue Reading.* Pennvlvana 19603 Attention: Mr. E. R. Hottenstein Project Namager 2:07.2 The instruction manuals shall cover complete Installation, operating and maintenance instructions, drawings, and parts lists for each item of equipment furnished.

11-3

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• :* ,* .. - ... * :* .' .i . *.-*i * - . -- .. . *!. *., * * ::;* ,... . .

2:07.3 The instruction manuals shall be bound with covers suitable for rough usage. The front covers shall be stamped vith lettering indicating the OWNER'S name, unit number, name of pover plant, location of pover plant, name of equipnent, basic capacity rating of equipment, and name of manufacturer.

2:08 Recmeended Spare Parts The list of recommended spare parts, vith the price of each such Item, and a schedule of required lnbricants, as recmmended by the manufacturer of each item of equipment, shall be included in the Instruction manuals.

2:09 Design and Manufacturing ProA-rm 2:09.1 The manufacturer's design engineer shall be prepared to visit the office of the OWNER or the ENIG for design conference at such times as are required to expedite the handling of engineering matters.

2:09.2 The Contract program will be controlled by CIH diagrams, and the COERCTOB shall provide all necessary information requested by the OWMER or the ENGINEER for compilation of these. In general, Wnfr-ration required will include drawing schedules, purchasing schedules for major equipment items, and delivery dates.

2:10 Manufacturing Errors Equipment and materials shall be complete in all respects vithin the limits herein outlined. All ming errors or missions re-quired to be corrected In the field shall be perfimned by the COUUCT(R at his expense; or if done by the MER, the cost of same shall be borne by the COTRACTOW.

2:11 Rill of Material 2:11.1 The COW'RACTOM shall prepare a il of Material covering all material and equipment furnished under this Specification. The Bill of Material shall be submitted in a preliminary fwm with the plimlinary drawing submission and be finalized appr*c*ltely tvo weeks before the scheduled arrival time of the first shipment. The Bill of Haterial shall be itemized in sufficient detail to permit an accurate determination of the copletion of shipment of the material and eqmuip*mt furnished Wnder these Specifications.

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2:11.2 The mailing address for the finalized Bill of Material is:

Florida Power Corporation Crystal River Plant Unit No. 3 P. o. Bo 2"r6 Crystal River, Florida 32629 Attention: Mr. H. L. Bennett Construction Manager 2:11.3 All items of equipment delivered to site shall be marked adequately to allow identification from the Bill of Material.

2:3.1.4 If the equipment is to be shipped in sections, with accessories or appurtenances detached, or otherwise not completely factory assembled, the extent of assembly shall be in accordance with the Information subaitted with the Proposal regarding the number, dimensions and weight of each section, accessory or appurtenance, and the amount of field WORK required to completely assemble the equipmet.

2: l. 5 Suitable labels shall be affixed to all pre-assembled/pre-fabricated parts.

2:12 Manufacture and Inspection of Equipment 2:12.1 The CONTRACTOR shall advise the O=ER of all his major subcontractors before orders are placed, and he stall not place orders with any subcontractor until approval of the MEHhas been obtained. The CONTRACTO shall indicate where the equipment will be fabricated, and the OWNER and/or its representative shall have the right to inspect all manufacturing facilities before approving the subcon-tractor.

2:12.2 The OWNER and/or its representative reserves the right to inspect fully all phases of manufacture of the equipment included in the Contract. Amy item found to be unsatisfactory shall be replaced or repaired at no cost to the OWNER. Any inspection by the OWNER and/or its representative shall not relieve the CON'TACTOR of his responsibility for conforming to the stated conditions and shall not be considered a waiver of warranty or other rights. No repairs or changes in excess of original Specifications or applicable codes, if requested by the inspector, shall be made without the approval of the OMR.

2:12.3 All shop tests required for certification and proof that the equip-ment conforms to all applicable codes and standards shall be made at the expense of the COW1TRAC7TM. Any additional tests required by the OWNER and/or its representative shall be at 05ER'S expense with price to be negotiated for each individual case.

2:12.4 All parts of the equipment shall be protected against damage or corrosion during and following any tests.

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2:12.5 The OWNER and the ElMflER shall have the right of reresentatioa at all shop tests, and they shall be notified at least one (1) week in advance of all shop tests and inspection.

2:12.6 One (1) properly identified copy of the CONTRAC70'S welding procedures, and other special fabrication data for the equipment, shall be sub-mitted to the ENGflIEE for review and approval, and three (3) copies shall be sent to the OWNER.

2:12.7 One (1) certified copy of all shop test data for the equipment, prop-erly identified, shall be forwarded to the *1UEER for acceptance, and three (3) copies shall be sent to the ONUR.

2:13 Shi*ement of Completed Work All equipment shall be shipped completely factory asembled, except when the physical size, arrangement or configuration of the equipment or shipping and handling limitations make the shipment of completely assembled equipment impracticable.

2:14 Spec ial Tools 2:1i.1 The COYACTOR sbal furnish one complete set of all special tools, all in first class condition, which will be required for maintenance of the equipment covered by the Contract. Identification of all tools by name and number shall be provided, and this imber shall appear on drawings and instructions to Indicate the application of the tools furnished and to permit ordering replacements.

2:14.2 The tools shall be shipped in a separate, heavily constructed, woden box or boxes provided with hinged covers and padlock clasps. The boxes shall be marked with a large painted legend as follows:

Florida Power Corp. - Crystal River Unit go. 3 Maintenance Tools - (Nlae of equipment) 2:15 Protection During Shipment and Storage 2:15.1 Except as specified otherwise herein, exposed iran and steel smufces of all equipment shall be given one coat of priner paint before ship-ment of the equipment to the job site. Before application of paint, all surfaces shall be free of rust, =cale, luti-icants, moisture* and other substances. Surfaces prepared for field weldin shall be left unpainted for a distance of two inches from the weld. These surfaces shall be given a protective film of oil or other easily removed -

terial to prevent rusting before erection.

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2:15.2 The CONTCTOR viii be advised of the acceptable prime paint for exposed carbon steel surfaces of equipment and material to be in-stalled inside the reactor building.

2:15.3 All exposed carbon steel surfaces of all other equipment shall be painted vith zinc chromate pigment, rust inhibitive, metal primer paint recomended by the paint manufacturer for the service intended, and for application to metals prepared for painting by vire brushing.

Paint shall be applied in accordance vith the paint manufacturer's recomendations.

2:15.4 Machined surfaces such as shafts, pins, bushings, shaft couplings, and other similar parts "whose operation would be impaired by painting shall not be painted. These surfaces shall be protected by applicatioia of an easily removable rust preventative compound.

2:15.5 Plastics, corrosion-resistant metals such as aluminum, brass, bremz*,

or stainless steel, and chrome plate or galvanized surfaces shall not be painted.

2:15.6 Each piece of equipment shall be cleaned thoroughly and dried prior to shipment. Equipment made of carbon steel shall contain adequate bags of silica-gel or approved equivalent desiccant to maintain a dev point of 40 F. Desiccant bags shall be securely anchored vithin the equipment.

All openings of all equipment shall be closed prior to shipment with an easy to remove plug of suitable material.

2:15.7 All equipment and accessory items shall be suitably boxed, crated, wrapped, or covered to the extent practicable, to prevent entrance of dirt or moisture and to prevent accidental damage during shipment to the Job site and during outdoor storage at the Job site. Where necessary, a desiccant shall be included within the packing enclosure of items sensitive to changes in humidity.

2:15.8 All accessory items shall be shipped with the equipment. Boxes and crates containing accessory items shall be marked so that they are iden-tified with the main equipment. The contents of the boxes and crates shall also be indicated.

2:16 Shipping Notices 2:16.1 The COWRCTOI shall provide two copies of a shipping notice describ-ing each shipment of material or equipment. The shipping notice shall be mailed on a schedule so that the notice vill arrive approximately three days ahead of the estimated arrival time of the shipment.

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2:16.2 The shipping notice shall be Identified with the OWNER'S name, purchase order number, and name of the item of equipment or material.

2:16.3 The mailing address for the shipping notice is:

Florida liner Corporation Crystal River Plant Unit No. 3 P. 0. Box 2T76 Crystal River, Florida 32629 Attention: Wr. N. L. Bennett Construction Manager 2:17 Patents The CONTRACTOR shall satisfy all demands that W be made at W time for royalties and fees, and he shall be liable for a dammaes or claim for patent infrtim It. The ONTRACTOR shall, at his ovn expense, defend all suits or proceedings that W be Instituted against the OWNER for infringement or alleged in-fringement of any patents involved in the WORK, and, in the case of an award of damages, the CONTRACTOR shall par such ward.

2:18 Conflicts In the event of discrepancies between the detailed r of this Specification and those of the General Conditions, the de-tailed requirements shall prevail.

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• '*3:01 Scope of M -1L il,3:02 neftntion In-2 3:03 of g'kYiX kiterils, and Rquimeat 509 MICeWAI IS 800olO M3-2 3:Oh (enal Inm.tion and LI- I-3 t 3:05 Codes and *smu&Us MI-4 3:06 On-Site Receipt, Storage, RelngLt* Ste. [-

3=0T Tendon Tittlle-6 3:08 iti M-9 3:09 Tendon Stressl ang i3ta-1S 3:1o Tenedon tt t7 and DtAir 11-a 3:05 ouiety controa *U-b

up-,,

3-29-TIL 3:01 Scope of Work fte 1VgK to be performed under this Contract shall inlde the receiving, storing, installing, and stressing of the prestr---ing systen tendons required for the Reactor quildWi* r the Crystal River Unit 3, Florida Power Corporation. e VW shall be as specified herein and/or an shown n the Drawlgs and sell include, but is not necessarily lizited to, the followIft:

1. Recelving and stoaring on the Job site - tendons, tsd anchorage components, installation and stressln eAqumet, all supplied by Others.

2. Mesuring tendon lengths.

3. Cleaning the minid surface of the embeded ted conduit and cmting with a cerroalso-proteetion u.

11. Installing tendons and protective end caps.

5. Button-heading and tensioning the tandems.

6. Re-listalling protective ad caps, if, the t, omws m not stressed boediately after Installation., an y ar purging Of the tendons.

T. Squling equiment for caUlet s of teons includng riging ands.

8. Developing ard ain-tainng = Procedures am the reqw'red records for the Ur, an detailed in this U" itie a .

9. Supplying sall bh tools snd equimt noted on page U of the VOWX'S (as defined In Ite- 3:02) ield i stallati*

mainual".

10. Iitaeeof the tendon Installation and stresing equiptea (as noted in itt 3:03.3) in seciance w1th the maldumu requirznts noted in the VUD 0'5(as deflind in Ates 3:02)

"Fiel" Installation Ibal".

ll. Coordinating with the 0 the warnms es of the

• to suit the 105WIS constrtlon v w---eimat.

e ill spply an outn schedule of the 010.

12. Squlying details of and awbeftmuts tf support orthe safoling at the rig girder (see Item 3:o0 sbaten 6).

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3-29-71

13. Supplying eccentricity and "Go" "No-Go" guges (see item 3:08.3 subitems 3 and i). These gauges w be obtained from the VEUDO.

iS. Supplying air pressure gagess fbr the dry air purging.

15. Supplying dry air pmring equipment capa*le of delieing 350 SCN of air 0 100 Psi with a dew point of -20 7.

3:02 Rn~in In adition to the definitions in Item 2:02 of the AL CODITIO M, the folloving definition shaU apply:

OWyflMt - shall mean The Prescon Corporation of orpuo C ,risti, Mam, the supplier of the prestressing sytem.

3:03 Work. Materials, and Z*u*mt Not Included in 8C009 of M The following item associated with the tendos we not included in this Contract and vill be provided tr Otmm:

1. Furnishing and delivering of wrapped and coated tendons to the Job site with attackd stressing mir, deed ed tes, vstresing washers, mhms Increment shdm, protective end caps and gaskets, all supplied by the YOL.

2. Furnlshing, delivery, nd istallation of embidde co~mIt and bearing plates.

3. FUrnishing and delivery of the following ton linstalltion and stressing equipment to the Job site:

a. Three (3) uncoiling tablUes.

b. Three (3) Wdraulic tu*ers.

c Three (3) units for backing the tmams Into the cd it.

d. Three (3) button-beadi*g mchines.

e. Six (6) stressing ehines.

4. Suitable on-site storqe for tndon and morag e iopts.

5. Sudtable supply of electricity.'

6. Tendon length measuring equipment-.

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sP-5,09 3-29-7i Geneal Information and Requireemts Mhe folloving is a brief description of the M and associated Itms. Additional information =W be available 1e the am=

and/or =GIN=I upon request.

1. The Reactor Building is a prestre ad post-taneals mcamct structure containing 1U vertical, 262 borisomtal, and 123 dmo tendons. fach tendon will conmst of 163 TM t itras and vil have installed In one an a 51'-0" lawi v1 s wvIe me specimen. At TO7% of the wire's u1limma ultimtie strength, the tendon force is 1633.5 kips. M pre-stressingmt tendons, anchorage cmponents, an the equimt listed In Item 3:03 subltes 3 are to be suppied by the M ON.

2. The V0 vill supply to the 0ý and the *UCI technical assistance in training the COMM'S operators in the use and aintenance of the equipment 8lied I the VMIDW. This technical assistance will be available to the CO0EPA.TO during all phases of tenon Installation and stressing.

3. The vwill supply to the , the WD and the CONTRCTM, copies of his "Field Installatiom amal". ý ThILs mMal NW be revised fie time to time anI the mot recent revision shall be used st all times.

4. It the oWCT0B wisbes to perftmu part of the = In a m&aner different than as specified beia*l, he shall be a writtes request to the 0*I0 far considration. No M be performed differently than specified, less written approval is given t the (VNU or the 0I*] .

5. e C ACTOR will bave adequate access to the Reactor fildin for installation and stressUg temdos. An Imdication of the access to be provided In the ant AMiUMi7 hIiAJ is shoun on Drawing SC-i40O0l0T.

6. The COMMACT0R shall supply to the , o-use ty the

-C and , p t track for supporting scaffolding platft at the top or the ring girder (elevation 26TI-6").

Additionally, the COMCTUR shall sqply to the W wd the GIU details of the required inbe&o and, after n.val of the

• has bees obtained. he shall deliver the embedmeaft to the job site in sufficient time to aiom th to be cast into the structure. Details or ring girderm sho on Drwing SC-)21-031.

T. Upon cpletion of the WM, the sall sake his scaffolding available to the

• for a lnIited time for the pr e of painting eZposed surfaces of the bearing plates protective end caps.

M11-3

SP-5909 3-29-T1 3:05 Codes and Manuals Exept as noted otherwise hereinafter, all V shall be in accordance vith the folloving codes and manuals:

1. ACI 318-63 "Building Code Requirements for Reinforced Concrete

2. ACI 301-66 "Specifications for Structural Concrete for 9u141diuw.

3. The VIDWOR'S "Field Installation Nanual".

3:06 Ow-8ite Recei. torage. Handl&Mg. Etc.

3:06.1 Upon delivery to the site by the VJNW, the CD shll inspect, unload, and place the tendons and anchage compn ts In co-site storage, supplied bF the 0i (ae Item 3:03 subiten 4).

3:06.2 Tendons and anchorage components delivered to the job site will have identification mibers stamped or togged on them ty the V==. The CONTRACTOR shall develop mritten records of the identification nuabers, assigned tb the VENDOR for the te s and anchorage components received an the job site. Teme =I-shall be used in all the documentation developed Wy the CONTRACR2, as required by this Specification. The Mball, Nnoti the m I of discrepancies vhich occur betvin identifitIca a nmbers marked or tagged and thoe listed on the shipping foas.

3:06.3 If the inspection reveals any temdns or aneborae e n Ionts which are damaged, or have their protective 1 comies or corrosion-protection material damged, they shall be docinented by the COACTOR. if the damage cannot be repaired, the shall be rejected. The OMW shall be advised of all rejected Material and the CONTRACTR shall documet all rejections. If the dmge can be repaired, the repair work will be performed tb the OI or the v=0R. Tendons delivered with rust on the wire shall have their protective covering rinoved in oer that the whole ngth of the tendon can be examined. The wire rust grade Inspection criteria is:

DEFINITION PHE3SCL V1MO A - UCELLIflT Uniform color Ik clesani for inspection required.

So forelgn matter Slight spotting of Oxide film costing Few light scratches to bright metal so scale so pitting iii-4

77771771 SP.-""0 3-29ý-T DEFIITION PUMSCAL BV*ALIW(

B -=

Partial 2o21 of color Bag wipe cleaning required Aom Little foreign mtter Visual inspection of VLre Metal.

DCllfiniJh of applied Ozide film Few light scratches to bright metal 8mall quantity light scale ND pitting C - FAIR (Mintams Storeme Yb.)

Ibjor losm of color PftWa wase requires light mandifg Same foreign atter or scratching required ftu visual IbJor loss of Oxide film inspection or wire noaw.

Color and gloss "xa lgt scratches to bright (10 heavy passes ith 100 grit Large umtity light scale mandpaper or 2 hmavy passes with a NO pitting sharp efge.-)

D a MWRBI (hinate Prodution)

Total loSS of color XWCh forelgn Muter Total arem -eq e l sea" sh or scratching required for vimia Total loss or Oide fiAm iSupection of wire metal.

NOW beavy scratche 'to bright (20 heavy passes with 00 grit metal OMHper or b heavy passe with a Small quantities of beav scale. m edge.)

so pitting Z - FAIL (ftleect, to Salvemx)

DwAlsion colo and gl oss copletely overcm bF mall TOWa GEea uir- heavy or scraping fto vi!

-aia Iinspection pitting or hem salln of vire ntal.

Lag quantities of heavy scale. (30 pases with lo grit sandaer or 6 pasm with a sharp efte.)

Defialtimms:

Small Pitti*Ln - a pit Is defined as an Indentaktion 0.0156 - 1/64 incbes deep -n 0.0625 - "1 inJe in diameter.

Scale - Defined as an incrustation at foreign materials, a nIna or flake much a Peels of frVM a surface.

M-5

3-294-l 3:06.4 Tendons and anc horage compents shall only be rameo rem on-sito storage Iinediately before bei placed In the strwte. =

tendons or anchorage camponents be left out or on-eite starege far a period of tine exceeding eight (8) bows,. tt shaU bet to ac-site storage. Tendons shall be protected at all theses fta rain, moisture, conde*sation, etc. If a tendon Is expoed to Inv or if condensation causes nmistue to ftm on the te wires, the ACTMEO shall remove the woisture rrm the teaftn. 3in1 or moisture ftra the tendon shall not e or disturb the roteetiw coating.

3:06.5 Tendons and anchorage compnemts shlU at all tUims be hbnled In accordace Vith the VUgil S - AMOA-Se- noted iA the "IPeld rnstal1-tion mbsual".

3:06.6 ,Tehe COUC* shall msswe the required lt tor h ewa t~eada 1W mans of a mesasuring device supplied 1w the VIM . Ste method or meuumunt shall be in accordance with the - mm I sa11O of the VYin. MTh required tendo lengths shall be t mitted to the VXO In writing and two copies shaLl be ram d to the 0 l.

Un CONTRACTM'S attention Is daun to the fet that he ALl 1 d the required tendon lengths to the w in time to' allaw the M FM to fabricate the tendons and del*wr ta to the Job site In accordance vith the OVIU'S canstruetion seeidle. I aecc1lish this the COWMACM, the 0 , s the 1 11 tcetbw sta a schedule for this iOK.

3:0T Tendon Installation 3:07.1 Prior to the installatioa of the tendo, the filod Umteed t__a27 protOective covers seUll be wu, rVOm the bearing pl1ats cJa onduit shal then be cleaned to room dirt, derAs, and molsture. A susgested methad of acw P- 4hWag this Is:

Use & cloth pul1-thrbm to clean the ccmit. After the cafm it has bean ialied thromo Is cansided iad clean and dry, am final pall-thromo shel be de using a clean uhite cloth. If af ter woelawn-thre"O the codmit the cloth Is tf d to be clawan*

• y to the touch of the hand, the econdit is oniddn'a to be clean and dry. If the pull-throno cloth Is dlrtr ad/or drp, pulling-taimorab shal eantimn intil the clean uhite cloth eomes out clean and dr7. V the inside surface of the cndkilt is el and dry, it shall be coated with a corrs lan-peotecticn wsOPPled tb the n0 *. To accomwlish this the COMACMI sl11 pull-through cloths msked in the oaumrro n-gratectiU 11xK. If after palIing6througb the ecait the cloth Is found to be free of the cars'oain-weotectimst w, the cloth sbLa be re-soaked and pulled thrmo esala.

This process shall cantiue until the pll-thr1 u cloth Comes out With Cersief-frolection MMadherg to it. Mwe C0ITRAC shall note that It a be necessary to place a plag of core don-protectiam x ahead of the pU-thr and c t*anf pall-throw the cloth and plug or ve.

n1-6

. - a.

3 Ti 3:07.2 ie conrsio-protectlou wax hU be =-X-Tho'DCE Casif-Filler, hulear Gade, modified es noted balm In item 3:OT.3, or 3SMl.

,te COMACTC's attention Is im to the ft tuat th ca S.z- p a::tio. wa =W 0UIwe besting o m"Ist ---ieatisa to the Inide of the conduit. Mw CWMAC shllase propeftme fbr cleaning and coating the landis of the cawit 'to the 6ýand tWuO nUm ~A approal. posum of the opm it to thu aI Iao sha.U be kept to aua mmu san* nst eceed SWgt (a) hours. noe conduit shall not be unf qamri wi. Vall To protest Win conduit Owl"a rmin thUnA~ w t 1 t l

-U', the tem m=7 protetlve cove or stan IN -I protective sad cqp and gaskets as sUned IW the ID.

3:0T.3 fte carxulcn-protectim wx ha.ll be *..C-lD Or" Omg Pllr -

elbmr Grade, as 0ctared ]w The Dawbsu iamla Diylsion, of V. it. Grace ad Ccaqpw, dn.fded so that at 215F it LILl Not flAo GoM veotiea3. orieted tdns ires. SO eWT06O-Protection wax shall hdo the fNlrwlag ittUUMI PrCPvtiu:

I. Specific gravity 0.68 - 0.90 A D 28'-.

• 2. WeIht pw galon T.35 - T.50 Us.

3. nlas Point (CDC) b0 7, min AMD 92-66

• ,t. trastiam (come) at 77 F7 328 -361r D 93T-0

5. Tbrml conductivity 0.22 Btwfbr/ft 2 /T/Ift-t~ens (sno=)

6. Speciftc beat (bast caeaity) 0.51 3tub/bF C(p ) -

T. Mwftsg factor from 50 *toT5 3.5%- 5- -.

3:0T.b ~ i1 tests shall be perfacd to 6steW chIO~iftiemu is ad ndittwse content. The ftreqm, of these U shaIll b

..dapem snm mthod the Mn the *mu - fea o t tbw uiWfte ao the eimealt. e =sMal proos to tse U the = the fteonc7 of tbaiie tests bse" Va hMs uld4 of coamft the iuside or the candLt. Me smitiaim tests me as fbllowm.

a. W:orld i*t Jaltl screening test an both am ustorials flshed tan rmeat shal be the Deilista s t. If a poslti Seilet indilation is atistaed, a conftnig test sMhll be ha on vow extracts or the product asing atmiss titrautla of coriuestric pr.eaesveg described in AOU n 512-2T. A liit of 10 *ot chlmIt hau1be set /fbowrI aMatetial or fi.hu-ed F .

In-.?

i!F 3-29-Til

b. Sulfides:

The method shall be a water eztraction rUlloved bF a total sulfide determination. To th extractlom water shall be added zinc acetate to precipitate suldes. Sulfides present shall then be measured in accordance with Pararaph 8 or ABMh D 1255-65 T. An ltern*te corImetrIc procedure may also be used in vwich sulfdes are volatilized fram an acidified ettraction solftion to create s colred spot an le acetate pae.spot intensity in moed to Oetmine sulfide concentration. e extractin .cte e sdhll be In mccordsoce with ASTH D 255-65 T. A limit of 10 no MIn shall be set for either rw ntarial or finished pro ct.

cO* itrates:

fte method shall be a water extraction fbllove I chlorif0m extraction of the vater extract, fbllod c mesweme4mts, based on *MN D 9*9-52. A 21iat of 10 No nitrates shall be set for eith" raw material or finished product.

3:OT(J fte V of the tendons has assigned a uie ideatifying nmber to emea tendon. 7Mi ique ldtJoijmq anhr is marked an each tendon and is sbown on the V*U 'S tendon PISeeeMn &SmWvIS. Th CORM!M shall follow the YUD'S buurlsos 'shn plaing teffI..3 to ae that each tand.m is pjld in its emuse locatlo in the structure.

3:07.6 Tendons wmonly be taken cat or on-site stoageP for Installation dlrectiy Into the coaduit.

3:0T.T The tendon benditns shall only be renmovei t e3.y before the tendon In inserted In the cond*it. emo shall be Inserted from the log trumpet end. Ths locati is noted on the VXDM'S

-r". The CON210kTm shell daeMvelop Aced aNWI ret~Inserting the tendons in the conduit end sell submit thm to the M Snd the =MM for appr.val.

3:OT.8 The COOMACTM shall handle tih taudc" in 800 cdmce with the TVmM'S recmi-- ton. He saU take care in %Andling the tendons not to cause undue disruptioc of the eosi l-ProtectUIn wax costing. If the CU M elects to butmo-heed the tanim at some later date, the protective end caps OU gsset89 bot supplied by the YDMO, shall be ;epe=ly aPwed1 to the hewing plates. For this condition, the m Df sll note that 90 he coms to butta-ia the M, be ll be required by the TmIIO to pull the end of the tendo, %tcbh is to be butto-headd, out or th conduit for avproxImately five (5) feet. Refler to item 3:06.2.

I 3Z.

I. W?-509 3-29-71 3:0T.9 As each tendon is inserted into the conduit, the surface shall be visuaUl Inspected to ensure that it is completely coated with the coar ion-protection wax (refer to Itan 3:07.3). Tamnem or parts of tedons not completely coated shall be recasted 1b the CiRE with approved corrosion-protectio vex, suppled b1 the Oý, bete the tendons are installed. The tendon shall ol be Installed dr7 conditions. If the tendons are not stressed ledlateiy after installation, the protective end caps with gashets (both oWlIed by' the VDMX) sha2l be installed to prevent etmace of iniltwe.

3:0T.10 Field Installation of tendons shall be perftme so as to avold staining of the concrete surfaces wlith the cos mim-ra .tectIm wax. Aa concrete urfaces stained with the ca* os-*o- e vex shall be cleaned by' the COM0T at no cost to the 0.

3 .... *3:068 kt 3:06.1 The CON2AC*O shall buttom-heed the tendon w~zes,

• iintain the Lb1 ton "-'" g machines, and maitaia the betton-besi dies, all In accordance with the VEMDM'8 a --.atioms.

3:08.2 Each tendon supplied by the VUDO will have a streasIng wahm buttom-beaded on one end. The COTACT shall place an the other end of the tendon either mther stressing usb1 or a dead ed plate as called fee on the V to ,Shis , OWd shal boto it onto that end of the tendon. MmeD 9'S prcedues far backing the tendon Into the conmdlt to allow bt to 4m gn at the other ad o1bl be fol m. O sal record the identification nMber of the field but stressing washer or dead end plate on a ram, tatber with teon Nber, date, and inspection results.

3:00.3 The following requirements shall applyr to bottiom-heads formed in the field by the CONTWI0.:

1. button-heads shall be the cold upset type, made with dies supplied by the VDO (refer to Item 3:03 esbiten 3.4. end 3:06.1) to the dinmsional criteria noted In sabitions 5 ua 6 below. All buttom-heads shall be visulal Inspected for matemution. Avy sellfage botto-hsead uhall be Included in the random check noted in subiten 3 below.

2. Th frequecy of visual inspection for splits (cracks) sball be 100%. Any button-heed famd to have a split (crack) or splits (cracks) shall be checked to detendue If it cplles with the split criteria noted in subiten 6 below.

3. A random check with "Go" and "JNo-Go" S , for sizes noted In subiten 5.a. below, shall be sude of a miniawa of 10% or the botton-heads an each tendon. If at the Inspection frequinq or 10%one or more button-heads do not meet the criteria noted in subites 5.a. the Inspection frequ y shall be Increased to 100% for that tendon.

111-9

Bu.ttom-head eccentricity shall be chocked means of the WIDOWS gaug (refer to rtem 3:01C ubitum 23). ~it3 before comencinug buttmn-eaiu a tendon the OCURw shel After 50 of the tdacs has banm tto-bals, that is q*

mganother Iso matel ft ftto-bm buttoo-bead an asl .9of WN*

• at wresd acmmate ,wM* lbe eccentricity. U" the ePoeatrieal of o sampla is uacceptabie (water to subite 5-c.),, the U shall check all - ine"

@1to2"ad lost-oampls The check. of wie sbaU be the mu me mlne IM of wire as used in the tndo nd AM 1U be lmees ftmr the

5. Dimenaional acceptance criteria or the--_ . shilal be

• .. as fbllus:

&. Dimeter sbhll be eqal to or gpreter thM 0.&O0 l1100 0 and eqma to or less then 0.50 IWJncs.

b. A bearing surace dshll eszt n allSU IM of the l lowr portion of the head adjacent to Its cmctlaf with the wire portion.

c. kximm ecemmwicity shel he 0.015 Indms.

. cceptance criteria fr splits (evaeha) In t m as fbllw:

go Splits shall be Inclined no ml e a 50 fegrees to the axis or the vie.

b. fte inxlnm legfth per split shell be 0.350 Inches.

C. "me mnaxia Vieth per splt shel be 0.060 inchs.

4. rbe mxism meber or splits sh l be fe (C) per batte-head.

3:05.4 Ir, at am field 4mled tenadmo , an m w three butti-beals are found to exceed ome or all the tolasmOs noted iA Iten 3:06.3, the MW M shell Isa*liate@4 i*Jme the m Sd the I in witift fo - omnm. ehealion wi l into accont the amb- or mPts**e het-hmh - ed tensdo. -n the locatio of the tenfd...em theamlwte. h

-ý ed the MGM= wil stvime the =mý s the resalts of the evalmatlsn and If the tens.. is t shall be fnstal rejected mO mld replaced IV t~he T MMat mexoRIOs10t to, the

. If the field 1- )Z - I tin -- d cjms 1ss t-ibme uncetal , the 1.nom Is acetable; bmuwwr the C002iAMM 'S attentlm isIsmI m to the NMIu n14 moted In Item 3:09.3 subitem 1, comeerming the mbladatium or broken wies amn umnacmptable butt-b o 1.1-10

3-29-71 3 :OS.5 Before comencing button-heading the production tendon (tendons to be placed in the structure), the MACT. shall -m--ntste hIs abLlity to produce button-b~af moting te criter* ated in Iten 3:08.3. To accemplish this, be shall obtain ufclsmt 1engthe of vire from the VEDR to make 50 trial but hen ia.

The wire shall be the ine size and type as used Lu the tedm&.

This wire =W be purchased fron the Vn*. hese 50 trial bu '"-e shall all be inspected for sise, *eentricity, and splits. Rejected button-heads will be unnined by the Vy, who eW make a ree iondatnon to the (ONTRACTM to sltar Uis procedure in order that acceptAbl button-heft =W be piminced.

The cACMTM1 mW not proceed with butto-heading productio te until he has satisfactaft dy hu. abluity to produce acceptable button-hesdas.

3:0Q.6 After Installing and button-heading a tendon, the cx1m&ACT uW leave the tendon unstressed provided that the protective end caps and Saskets, as supplied by the VnM , are installed. Th COMMRCTO shall note that in ore to Install the protectlve end caps it vill be necessary for him to pull the tendon back into the conduit, after button-heading. Me installation of the caps shall be in accordance v;th the recommendations of the VDO. T*hdons amy be left unstressed in the seeled conduit for a mcimmi time of six (6) months.

3-.OLT MTe CACTOR shall develop dointation recx-ms for the tenda instaLlation and butn-heading. The records shLU, as a nialimm, note that the conduit was clame and cated with the omiosiom-protection wax (refer to Item 3-:.1)-), the dafte and time of instaLl"ion, the VOR'S idestit*istion sber f9r the field button-headed stressing waser or dead end plate, the VMWDIS tendou umber, and the record ao the butzon-had -nspctls ".

records may also be used to record the stressing data, noted in iten 3:09.8.

3.-zOS the AcTruc shall develop .... ,-.].'z-edus fbi b tan-hmtnt the tendon, and shall submait them to the 0*!R and the 11ý for approval before ceoencmeat of the *aL 3:09 Tendan Stressinn 3:0*91 The ACILB shall follow the haudteeln, annd, d owerviln Imc developed by the V1i fbr the stressing equipmet.

3--W.2 Teiudm sal not be stressed u.il all concrete for the cW2lee Reactor Building shel has bees pLsced sad has reacbed a m.mi m stwnt of 5,000 psi and has b in ploce fbr 26 ds.

III-21

3-.29-fl 3:09.3 Force and Strain )easurementu:

1. Ekah tendon shall be stressed to eighty percent of the atmin gaisanteed ultimate capacity of the tendon. fte Jackin fbre shall then be reduced to seventy prrcent of ultimate capseaty when locked off (Wimed in place). e wire uufagtm oe stress-strain curves for the productlon lots used wil be submitted by the VENDOR to the OiR, the INGMUM, and the rm ZRNCTI. The CONTRACTOR shall incmmprt, these with the tinael gauge reading and elongation for each stressed ted and saal submit them to the ( and th e IDM . If t-O lo of prestress force due to broke. wires uds one we per tendon, the OWNER and the uG sball be imedLately advised. If one to three tendan wires break during stressin the tendon may be acceptable, provided that the combinatton of broken vires and unacceptable butten-huads does not excme three (3) wires total. If the tedon coutaim moe than three unaceptable wires (either broken wires mad/or unaceptable button-hea) the CONTRACTOR shall Immediately advise the OWNERand the SIJERG in writing for evalustim. fTe evaluation vill take into accost the number of unaceptable wires contained in adjacent temnos and the location of the tedn in the structure. The OWNE and the = 1 will]

advise the CONTRACTOR of the resmlts of the evaluation. If the tendon is unacceptable due to unacceptable field fomed buttom-heads, it shall be rejected and replaced by the 0 at no extra cost to the (' I. If the tendn is c due to broken wires, it will be rejected and replaced by the

• 13. If the tendon is u due to a cbnumtIon of broken wires and unacceptable button-heads, it shall be rejected and replaced by the V== and the C ACIO at no extra cost to the OiNER.

2. After taking up initial slack by jarking to a zminx m Jack presm;e of 500 psi, force and strain i11s -Its shall be mae IV mesurem t of elongation of the prestressing vim and comparison with the force indicated by the Jack-dlnwometer or pressure gauge. The gauge shall indicate the pressure In the Jack within plus or minus two percent. Force-Jack pressure gauge or dyn!metIer combinations shall be calibrated Just befae prestressing operations begin by using a standard whoe cal1bration is certified a being traceable to the Nationl krea of Standards. Pressure gauges and Jacks so calibrated shall alveys be used together. During stressing, records shall be me of elongations as ell. as pressures obtained for each tenm. At the equivalent pressure gauge or dyneter reading of TO% of the guaranteed ultimate tendon force, the tendon elotion shall be measured at each stressing adand compred to the elongation predicted by the VEDOR (using average load elongation curves). If the discrepancy between the measured 111-12

3-29-nl and predicted elongations exceeds plus or mxsmm 5 percent, the CWTR CTOR shall Jiediat3 advise the OI, the k*W M l0, sad the VUDCR, in rwitUM, of the I.

The Voi shall evaluate the discrepancy, In enJunction with the OVUM, the Iimin, sad the mmmm, and l Instruct the COMU-M to carry ot the nessmmm= rQmetal WM. The n COW CT shalL doemet in Writing the elormation &icrupseies and the remedial action taken.

tF*: Casbrlibration of the Jack-4.jumow or premsws , Pe cowMablmatons shall be naintatned to be sacute witi Ube above lMits and. If requested IV tMe 0 adMth M=M, shall be recalibrated, or nvU iealstdogild s Utituted, during and at the adof t tension*n aw'tl~oin 3:09.1' The stresslag sequence shall be perftwmd to the folloving aza:

1. Vertical tendons.

2. Do tendons.

3. Horizontal tendons.

3:09.5 the details for stressing each type of tmdon shl be as follMMS:

1. V*rtical Tendons:

A1* ~tIcal tendon shal be streamsed fm the tar a Gay usna six (6) sets or stressing eatp eq~aliW a~

-amn the ring girder according to the fbolOwing aspenn:

a. fDein stressing near the ceterlie or each buttress.

b. Stress every other tendon ving In a clockwise directm.

c* After soving 60P, or *ttress.

bae comin i1 a clockwise direetion stresslng the umstweased teds.

d. After all vertical tendons are streamed, am* set of stressing equipment will have i=*d 220.

2. Dame Tedons:

there il be six (6) aets of staussin stress tbree (3) tendoonssmlaenl' A amepiPe is ccinp@Aae of three (3) tendoms which shal be streamed s ,a Mhe stressang sequmenes we am folom:

11-13

No.

.I. 3 DD331

2. M.27 D5 Am

3. D123 D219 D323 II. rug9 DM2 P29

5. D115 M~T P325 6.. mu DM B1 T. DIOT D235 V30T

8. D*O3 W9 DD303

9. D135 D20T D335

10. " M3 D339

11. M4 D1 MU3

12. P31T D205 P3T

13. 033 D209 s3 it.. DIM2 D23 v9

15. M125 P*1 P325

16. MM2 am2 P32 1T. MIT am M31

]A. M113 BM2 am2

19. P109 D233 a3m

20. P105 WN3 P30

21. P101 D241 D301

22. M102 D24.0 Em0

23. M106 W%3 V306 2t.. P10 BM3 D320

25. Dil% am2 P31b

Sequence NO.

26. DIlS D224& D328

27. M122 D~220 U

28. D126 D16 D2

29. M130 IDW D330

30. M134 DM0 D334

32. M138 V204 D33%

32. M40. D202 D3b0

33. M.36 D206 U336 31s. D132 D210 V332

35. M128 DM4 D32

36. M124 Dae D324 37.-M20 D222 a 38M6 D226 V316 1.0. mooh 30Me AU barizamtal taidon shell be oftvasee frý bet ens uslag six (6) sest of stressing equ.Ip t. lbN (3) boawtaIns toodon AMUl be stremei 1tmn3 atearii to the

a. Hait" the scaftfo to the bottmoa th r1" gtrm at the odd ngnbueyd buttresses (1* 39 )

b. Stress the top tendos -n bfth aIM.w o meb at tbo

e. Stress every Otbar tendon dow both gifts or the odd, muwbaed buttresses to the top at be slab.

3-29-1

d. Move scaffold to both sides of the even nubered buttresses (2, ii, 6).

e. Stress bottom tendons on both sides of each of thes buttresses.

f. Stress evea other tendon up both sides of the en numbered buttresses up to the bottom of the ring girder.

g. Move scaffold to both sides of the odd numbed buttresses (1, 3, 5).

h. Stress the remning tendons down both sides ot the odd numbered buttresses to the top of base s2lb.

1. o.e scaffold to both sides of the even nmbered buttresses (2, 4, 6).

31. Stress the remaiing tendon up both sides of the even nmbered buttresses up to the bottm of the ring girder.

3:09.6 After stressing, the end achorages -I exposed portion of the te n shall be coated with the co-rosolo-proteetion wo, specified in itm 3:0T.3 and the protective anp with gket 3:09.7 Prior to installing the protective end ecp, the C shall Install the 5'-0" long unstressed wire suvelliaace paelmiem, supplied by the VDOE. This specimn. sbal be stalls n an end of every tendon and shall be completely coated vith the corrooslon-protection wax specified in item 3:07.3.

3:09.8 The C*TRACTOR shall develop documentati records for the tendon stressing. The records shall, as a snlaom, record tendom mer, date of stressing, predicted wire elw---tlo at eah stressed end (to be supplied by the VUMD ), actual. meuiured elastio at each stressed end at lock-off, Jack pressoue at lock-off. Thse records w be integated with those developed ae speeiflad In item 3:08.T and shall be kept up to date. Copies of tle records shall be forwarded to the ObIWU and the ZN1]. Prlow to stressing, the CONTRACTOR shall forward to the O ad the iin, for coments and approval, amples of his proposed records.

3:09.9 Tbe COTACTOR shall develop wrk-procedures for shoing the tendons and shall autmit them to the I and the G for approval before comencement of the VOI.

rn-16

3-29-fl 3:10 Tendon Conduit Dry Air Pure 3:10.1 After completion of stressing and installing the protective nd caps, the CONTACTOR shall perform the followrlg WK Is Item 3:10.2 to 3:10.4 below. This WORK shall be empleted within seven (7) months of tendon installation.

3:10.2 The CONTRACTOR shall then dry air purge the tendon cuit with

-20 F dew point air at 50 peig ad 100 F. MTh atas for

&aIr lines shall he made to the protective end caq. Te 417 air poge mWbe either a recirculation or total loss method and recirculation m be made throingh adjaemt toon cooits. Me dry air parge of the conduit dhall continue util the relatUve humidity (R.N.) at the discharge and is 10% or Iwo. UW mil air prssure during any piase of the dry air poge shalI be 50 pa.g.

Upon reaching this huidity, puging sa stop and the teaml sealed against ingress of air. ?be m imi sealng pressure maintained in the conduit sball be 10 p.Ig.

3:10.3 Te CONTRACTOR shall develop docmentation records for the tendon conduit dry air purging. Th records shll, as a UlaIuiM1, record tendon amber, date, abent taposera , amldent relative bidity, and conduit relative hxindity. Th records shal be kept up to date and copies sh*ll be forwarded to the aMd the 3:10.h The CONTRACTO shall develop work-proedu*wm fOu the tamon conduit dry air prg. Tesprocede L be suhmitted to the 0 and the UM ror approval.

3:11 Qality Control the COETRACTOR shall perforn the following:

1. Develop doecntation for, end car out Inspection of, tedons aM anchorae compoents as th m deliveed to the job site.

2. Develop written work-procedures far odming and costing the inside of the conduit with the corr '- prtection um.

Refer to item 3:07.1.

3. Develop written work-procedures for Installing the tendons.

Refer to items 3:07.T and 3:0T.10.

4. Develop documentation records for coodult cleanIng aMd coating, tendon installation, and hbtto-beading. Ref to item 3:08.?.

pRefer 5. Develop written work-procedures for to item 3:08.8.

the tendons.

In-iT

3-296;11J

6. Deveipp doemmutatio 7sewG5a fow the tGoom straming. sem-to ltem 3:09.8.

T. IDwel" written vark-puoeiuedum ftr strsmui the tiniin.

Dflute to itms 3:09.9.

8. Vve1@p witteu vark-proc.wes for fty GIr prUMg the eembt.

Refer to Item 3:104.b

9. bryela 6mosiitat+/-Cn rearuta hm un&y air pauft of the coodult. Rflutr to Atm 3:20.3.

UK-28 I

F1... . g1-5909 3-29-TI SSECT=o IV LISTOF BID MR The fo11ovingEmumI313'S and VENMD'S dravigs set forth the locatio and zteut of the VON to be performed under this Contract and are heretq expressly made a part of this Specification:

Rev. Date Title 2 3-26-71 Architectural Roof lans sad Sections 0 6-16-70 Structural Outline - iman 0 6-16-70 Structurl Outline - Sectioms 5C-JOO-w1 0 6-16-70 Structual Outline - Sections 0 6-16-70 Structural OutslU - lans I BC400-O1T 0.",-11 Fzestressifg ftstas - CLeaweste at ht~twesses for InotalLaticu & Stressing A S-12-o1 hector hildift - ftw WiO& Stessing 2 1-15-71 3es-.tW hilligg - Cofn te aot1ine AT 2 5-6-70 Ancbr Detail at Bukttas I 3-23-70 163 vire vms &aqpltmanm Dtai*s AB 2 4-7-71 Pwotective R Clp - Stressing M-A9A 2 4-7-71 Protec ftiv Cbp for Batt=n Verts Do 0 12-14-70 D12 1 1-18-71 Dow Sections Detail IV-a

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ad s upervision to m that the final results of pub wha d labor comply with the 8b101 10 Mpadlentioms. As mscha Independent Cotuacl r, you will employ a yowr Sp and pay each w et=sa pm my require to perform said wa*nd-- labor, ue ye - qulumnr unbm and to the exmd SW-in permitted by said spndsfcation follow yaw aim wrkting metadsm complying wit am spudtioasand superintend said work and labor periafly; and, in the even any at sai work or labosr sball be, performed by HbcNtr we~ you will coordinate, the wvork and labor of so sbwon-buste's sad the same shall nstinue part of the commo, enterprise.

4. You shall be held fully amcutable, amd subject to epdtimn aml waft at ny time. far mawri*ls by 4mmd us to be used by you in connection with work to be perMe-d Iheremnder. You shall par us the COMt 4o Y material not Used Or not ud to US. eMaco that rfeanobk allvaUMe will be made by US for owngrmlo andmbreakage Incident to the t"p of comatructicia Involved.

L Tom will assume full repmasibility for the foregoing woarm labor and will defe" us and bold 10111 lens against and Inmdemiy us for amy and all accient or damages drcam1 or cob whatso-ariling within the spe thereof or in carrylng out t -mI airrespective at nligence actual or d o on ou purt. Uf any member of the public, or my esployge Sr agnmt at ymsr, or an m-pkaee or agent of a subcontractor ts injured or killed, or it any proerty icdngo or the Publics Is d,maged in the course of wmor being performed under the prnommns of this conacn pm will not*

owcompany personnel who is Inspecting the wor or In his alienuce our amany Vipewvwho cirig-inaftid the contract with you. Such noiiainwill be mande, imsmediatoly in person or by telephone and proMpti confirmed in writing, and will include all paiserst deasec goinano of injinred party, Jaa-tion of accident. decrption ot accident, nature of. injuries. na of witnesses, dispadtim of injured orieeaeperuon

9. As a saeguard in respect of paragraph 5 above. you will cu., Werlkaens Cempemnstion Invxrmne in the mzumamounts required by statut mld will asoe carry Polcies of aicceptable to, us with to (a) General Liability with Bdiy Injury limits not leas thin 836.5W each pers ml WIMM each occurrence and with Property Damage limits n" ka than 56.W sob re and ISCOM agregate. mld (b) Automobile Liability with Bodlay knury lUmnt nt ls tam $290.M eacih person andl50.000 each oecumce md with Prperty Damage limits nrot l; than .M0 each occur-room You will have the Insurance pWcis mentioned in (a) and (b) aboe, *epectie. endorsed by your hinnrme carrier to provide blanket contractual coveragme esprisly with respect to paragraph 3 above.

to the full limits of and for the liabilities in ed under msid po ml e prioo the _" --- ,a a wwok hereunder, you will furnish us with a certificat in dup*ike, a ar tarm OD-ITZ-c,@ cmpleted by yaw insuran carrier showing that you carry the requite r an medd h th specified poices T. You are heroby ttdisdthe cenrertion, &I mod/or fi-a of ecmrical ena"r hiealdm the handling at a natural 11a which when mlirlled, is Jahwsr y mass 1 lto said Propeary. Tou we twd hereby -AdvisA ~tba du. I the On of O in to be perlsmed hure-SOW hinsaidou or mnis rielaml to the

[htin(o dgw of elsp-hie) mor aso, be Involved in the work. Aceardisisly. pro ft the of wakm wit o d* isi pect tO job sie specically to aseatrin the 1 ml posentild mof sade Say hamedll; or dnmgerumv codl ant ml your empbov with -peI so mid dl m- thl Its ~ fa be taenm in coneton tharviith; as, dorisg theasrs of Anwa you dw us aOainc meim as may be dmmed aemmry or adwi ft y the person nml PamWty of *yes yaw emplo of the general public asaist all bm -amor m"dcossiftind as the -ine arise.

To sod your duly xutherizaid x~ets and employees; shak , theadimblg -ok or Mtuclees6 mai Pai d" *ay are stron emssigh to satey staine walft a weight so the Pearlrsa of a -

qoked work on the poles or sticture. All wwr designs"e m a Lai Agreet or in my Afthor-or Prchase Order iv to you under ti Agre uJamtio n to be IpNo 11 at or m or molu ewgli eldectrical condueome shall be perforate sd w the Coifiam; ad at On pae=Stated. ba anly with the specific that itf you in your slk discre i the pui wmhee nch wakt is to be peromeOd, m-orhee ink work being per-or med ,o= mi ptma to work. eld becasi the sai condicors or other ewaipment are so w, or bacsern it is deucd vassie for ay other rman or condition or cndtion then amd there azgtisi you cshDl wqust = far a cles tncia demougi the sai conuctor or ather equipmaeut, or to make macb efthe bmqpe or caess;a my bi. u mawy or desirable in ya sol iefetieo to eminer do plie of porfea a at Ow job sit a sie pfe to Work for YrOM empkloeM. In the heiMe of any request by YOu to 311111be ImCkmi1 peI d that te place where the wok is to be pedrmer isa sale plae to workw st the de-enorlsatce,of suc conductor or other eipmentI amid witou making myAt@ cw sibwh vrm at doe IMteemt that we have kniowledige of any Int%=& hasairds or danverass coodises die cxist wti the job i. Appt dix A will be atached hberefo to war uthrm f. Any sucheido shall*m in m-

• wie o taves dimnish or lA yo froi your reUilitha ot m 1th In ibs poicapah I a L. We shall. provid all euennafto triesmit nd clcearing rigW an, so weak an landur or In&

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FLORIDA POWER CORPORATION

• IMATE OF 94SIAMNI T is TO CETIFY THAT Tm~ ~

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rcam or C macv NNUi I emi WO5NE'S CCWAP45ATION 6.

MAUNACTUS' 01 CONTRAClOWS UAIKiTY CONTUACilMI lUMMD %kda Mammid by hemmd)___________

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ATTACHMENT 4 Sheet 1 of 1 Administrative Hold Form FORM RDC-NGGC-0002-4-15

1. uocument Number: Z. KevisIon BumDer:

'S?- IVL-I I (,,

3. PRR/NCR/DRRIECR Number (s):

4. Requestor

5. Basis/Reason for HOLD Status OA C.Kj ~ k~* dAQ OJ' a(ocu ,*( ce,,w 4 \ C-

& %x Y-(W oL

6. Document Owner Organizat, Approval (Signature) 7. Date

8. Document Services Personnel (Signature)

C`ý A 'D--

RDC-NGGC-0002 Rev 18 Page 34 of 38

C Progress Energy Continuous Use PROGRESS ENERGY CRYSTAL RIVER UNIT 3 PLANT OPERATING MANUAL SP-182 REACTOR BUILDING STRUCTURAL INTEGRITY TENDON SURVEILLANCE PROGRAM SP-182 Rev. 16 Page 1 of 39

TABLE OF CONTENTS SECTION PAGE 1 .0 P UR P O S E................................................................................................................ 4

2.0 REFERENCES

................................................................................................ 4 2.1 Developmental References ..................................................................... 4 2.1.1 Technical Specification References ........................................... 4

.2.1.2 Drawing References .................................................................. 4 2.1.3 Procedure References ............................................................... 4 2.1.4 Code and Standard References ............................................... 5 2.1.5 Other References ...................................................................... 5 2.1.6 Regulatory and Code Document References ............................. 5 2.1.7 Design Analysis/Calculation References .................................... 5 3.0 PERSONNEL INDOCTRINATION ..................................................................... 6 3 .1 S e tp o in ts ................................................................................................ ..... 6 3.2 Description .............................................................................................. 6 3.2.1 Tendon Selection ...................................................................... 6 3.2.2 Hold Points ............................................................................... 7 3.2.3 End Cap Removal and Inspection ............................................. 7 3.2.4 Lift-Off Measurements ............................................................... 7 3.2.5 Detensioning ............................................................................ 7 3.2.6 W ire Removal ............................................................................ 8 3.2.7 Retensioning ............................................................................ 8 3.2.8 Tendon Regreasing .................................................................... 8 3.2.9 Laboratory Testing .................................. ................................... 8 3.3 Definitions .............................................................................................. 9 3.4 Responsibilities ..................................................................................... 10 3.5 Lim its & Precautions ............................................................................... 11 3.5.1 General ................................................................................... 11 3.5.2 Filler Material .......................................................................... 11 3.5.3 Equipment .............................................................................. 12 3.5.4 Inspection and Testing ............................................................. 12 3.5.5 W ire Removal .......................................................................... 13 3.5.6 Retensioning ............................................................................ 13 3.5.7 End Cap Installation ...................................................................... 13 3.6 Acceptance Criteria ............................................................................... 13 3.7 Prerequisites ......................................................................................... 15 3.7.1 Equipment .............................................................................. 15 3.7.2 Initial Conditions ..................................................................... 18 4.0 INSTRUCTIONS ................................................................................................. 19 5.0 FOLLOW -UP ACTIONS ..................................................................................... 19 5.1 Restoration Instructions ........................................................................ 19 5.2 Contingencies ....................................................................................... 19 5.3 Reports ............................................................................................ 20 5.3.1 Surveillance Contractors Report .............................................. 20 5.3.2 Reportable Conditions ....................................... 20 5.3.3 Procedure Closure ................................................................... 20 5.3.4 Evaluation Summary Report .................................................... 20 SP-182 Rev. 16 Page 2 of 39

TABLE OF CONTENTS (cont'd)

NOTE These Enclosures are included for reference by the Surveillance Contractors Inspection Manual discussed in Section 4.0, Instructions.

ENCLOSURES PAGE 1 Identification of Surveillance Tendons from Prior Surveillance Periods .................... 21 2 Identification of Surveillance Tendons - Inspection Period 8 .................................. 22 3 Dome, Vertical, and Hoop Tendon Location Plan - Inspection Period 8 ................. 23 4 Dome and Hoop Tendon Location Plan - Inspection Period 8 .................................. 23 5 Reduced Force Dome Tendons ............................................................................... 25 6 Anchorage Assembly Detail .................................................................................... 26 7 Criteria and Categories for Rating Degrees of Corrosion on Tendon Anchorage Assemblies and Selected Wires ............................................................................. 27 8 Criteria for Missing, Broken, and/or Damaged Wires ............................................... 28 9 Original Acceptance Criteria for Buttonheads .......................................................... 29 10 Minimum Wire Break Strengths ............................................................................. 30 11 Original Stressing Average Tendon Lift-off Values .................................................. 31 12 Tendon Normalizing Factors - Inspection Period 8 .................................................. 35 13 Tendon Historical Trends ....................................................................................... 36 SP-182 Rev. 16 Page 3 of 39

1.0 PURPOSE The purpose of the Tendon Surveillance Program is to demonstrate the integrity of the containment prestressing system, including containment tendons, tendon end anchorage hardware, general and adjacent concrete integrity, and evaluation of the corrosion protective (grease) system. Individual inspections of selected tendons, as well as tendon wire and grease sample testing, are to be performed to the requirements of this procedure, to evaluate the overall integrity of the prestressing system.

2.0 REFERENCES

2.1 Developmental References 2.1.1 Technical Specification References Surveillance LCO/Other Applicable Performance Requirements References During Modes During Modes 3.6.1 1 through 6 1,2,3,4 SR 3.6.1.2 1 through 6 N/A 5.6.2.8 1 through 6 N/A 5.7.2 N/A N/A Frequency Notes:

Tendon surveillance was required at 1, 3, and 5 years after the Initial Containment Structural Integrity Test (SIT), and shall be performed every 5 years thereafter for the life of the plant.

The 10 year and subsequent examinations shall commence not more than 1 year prior to the specified dates and shall be completed not more than 1 year after such dates.

2.1.2 Drawing References 2.1.2.1 Prescon Corporation -Tendons Drawings (series) 2.1.2.2 Swan Manufacturing Company - Conduit Drawings (series) 2.1.2.3 Reactor Building - Concrete Drawings (series) 2.1.3 Procedure References 2.1.3.1 CAP-NGGC-0200, Corrective Action Program 2.1.3.2 MNT-NGGC-0050, Measuring & Test Equipment Calibration Program 2.1.3.3 OPS-NGGC-1305, Operability Determinations 2.1.3.4 Compliance Procedure, CP-151, External Reporting Requirements 2.1.3.5 Administration Instruction, AI-400E, Performance and Transmittal of Procedures 2.1.3.6 Administration Instruction, AI-500, Conduct of Operations - Operations Department Organization and Administration 2.1.3.7 SAF-ESGX-00002, Energy Supply Fall Protection Procedure SP-182 Rev. 16 Page 4 of 39

2.1.3.8 Administration Instruction, AI-1803, Safety Standard for Ladders, Scaffolds, and Ancillary Equipment 2.1.3.9 Administration Instruction, AI-607, Pre-Job and Post-Job Briefings 2.1.4 Code and Standard References 2.1.4.1 ASTM A421-65, Standard Specification for Uncoated Stress Relieved Wire for Prestressed Concrete 2.1.4.2 ACI 201.1R-68, Revised 1984, Guide for Making a Condition Survey of Concrete Inservice 2.1.4.3 ASTM D512, Standard Test Methods for Chloride Ion in Water 2.1.4.4 ASTM D992, Standard Test Methods for Nitrite-Nitrate in Water 2.1.4.5 APHA 427, Standard Methods for Examination of Water and Waste Water 2.1.4.6 ASTM D95, Standard Test Method for Water in Petroleum Products and Bituminous Materials by Distillation 2.1.4.7 ASTM D974 (Modified), Standard Test Method for Acid and Base Number by Color-Indicator Titration 2.1.5 Other References 2.1.5.1 SAF-PGNF-00065, Accident Prevention Manual 2.1.5.2 Surveillance Contractor operating manuals and calibration charts for hydraulic stressing jack, pumps, and controls.

2.1.5.3 Dome, Vertical and Hoop Tendon History Sheets 2.1.5.4 Precision Surveillance Corporation, Inservice Inspection Manual N1002 for Florida Power Corporation - Crystal River Unit 3 Nuclear Station.

2.1.5.5 SP-182, Reactor Building Structural Integrity Tendon Surveillance Program, Revision 13, and past surveillance results.

2.1.5.6 Information Notice 99-10, Degradation of Prestressing Tendon Systems in Prestressed Concrete Containments.

2.1.6 Regulatory and Code Document References 2.1.6.1 U.S. Regulatory Guide 1.35, Revision 3, July 1990, Inservice Inspection of Ungrouted Tendons in Prestressed Concrete Containments 2.1.6.2 Section XI of the ASME Boiler and Pressure Vessel Code, Subsection IWL, Requirements for Class CC Concrete Components of Light-Water Cooled Plants, 1992 Addenda of the 1992 Edition as amended by 10CFR50.55a, Codes and Standards 2.1.7 Design Analysis/Calculation References 2.1.7.1 Calculation S-95-0082, Preparation of Tendon Force Curves for 6th Tendon Surveillance SP-182 'Rev. 16 Page 5 of 39

2.1.7.2 Calculation S-80-0002, Required Minimum Average Tendon Forces 2.1.7.3 Calculation S-01-0019, Preparation of Tendon Force Curves for the 7th Tendon Surveillance at Crystal River.

2.1.7.4 Calculation S-07-0033, Preparation of Tendon Force Curves for the 8th Tendon Surveillance at Crystal River 3.0 PERSONNEL INDOCTRINATION 3.1 Setpoints None 3.2 Description The Containment Tendon Surveillance Program defined in this SP-182, including inspection frequencies, and acceptance criteria, complies with the requirements from the 1992 addenda of the 1992 Edition of ASME Section XI, Subsection IWL and the applicable amendments as specified in 10CFR50.55a, Codes and Standards.

The Tendon Surveillance Program is usually conducted during an outage. However, it may be conducted periodically during plant operation. For the surveillance during plant operation, special precautions must be taken to avoid work in hazardous areas resulting from plant operating conditions. This includes the steam vent zone outside and between buttresses 1 and 3, and areas inside the plant where radiological or other safety hazards must be considered. Also, any potential impact or effects on safety related systems and equipment in the immediate vicinity of the surveillance activity must be considered.

For surveillance periods during plant outages, the effects of heavy load drops must be considered for all surveillance work performed over the fuel pool area during the period when fuel pool missile shields have been removed for fuel transfer.

3.2.1 Tendon Selection Eleven tendons shall be selected for each surveillance period consisting of 5 hoop tendons, 3 vertical tendons, and 3 dome tendons.

Inspections performed at 1, 3, 5, 10, 15, 20 and 25 years after the initial SIT have indicated no abnormal degradation of the post-tensioning system. Therefore, the number of tendons selected for subsequent surveillances complies with ASME Section XI, Subsection IWL, in that at least 2% of the population of each group of tendons (hoop, vertical and dome), or 5 tendons, whichever is less, with a minimum of 3 tendons in each group, will be included.

It will not be necessary to enter the Reactor Building at any time during Tendon Surveillance Program activities. Access to the vertical tendon upper anchorage is from the top of the ring girder and access to the lower anchorage is from the tendon gallery. In instances where a tendon is not accessible or acceptable for lift-off tests, Engineering Technical Services will be notified. If the tendon was identified to be inspected it will be exempted from this surveillance and Engineering will select an alternate tendon as close as possible to the original tendon. The exempted tendon will be inspected per IWL-2524 and IWL-2525 to the extent that the anchorage areas are accessible either during operation or at an outage. If the tendon was an adjacent tendon, Engineering will select the closest neighboring tendon and adjacent (excluding the reduced force tendons, see Enclosure 6: Reduced Force Dome Tendons).

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3.2.2 Hold Points The "Hold Points" identify steps beyond which work will not proceed until an inspection is performed by a qualified Nuclear Quality Control Inspector. The Site Project Manager for the surveillance, or his designee, must notify the Nuclear Quality Control Supervisor, or his designee, at each "Hold Point".

3.2.3 End Cap Removal and Inspection The end cap will be removed and inspected for any moisture or free water. If free water is present, samples will be taken for later testing. Two grease samples will be collected from each tendon end for the testing laboratory, see Section 3.2.9: Laboratory Testing. If the end cap shows signs of corrosion it will be cleaned of all grease and sent to the Site Paint Shop for cleaning and re-painting by CR3. The tendon anchorage areas, including the bearing plates and shims, will be inspected for corrosion or other signs of deterioration. The anchorage assembly will be inspected for missing buttonheads, missing, broken, and/or damaged wires or other obvious defects. The degree of corrosion will be compared with that noted at the time of installation or previous tendon surveillance inspections. The thickness of the shim pack will also be measured.

The concrete in the area surrounding the tendon anchorage assembly will be inspected for any large spall, severe scaling, D-cracking (as defined in ACI-201.1 R-68), other surface deterioration or disintegration, or grease leakage. Engineering will be notified ifany cracks are measured to be wider than 0.010 inch.

In addition to the end caps for the selected tendons, all accessible end caps of the remaining tendons shall be visually inspected for significant grease leakage or end cap deformation.

3.2.4 Lift-Off Measurements Lift-off will be determined by the following method:

The jacking pressure will be applied to the anchor head until lift-off is achieved. (Note: The jacking force will not exceed 1721 kips based on 163 available wires.) After achieving lift-off 2 feeler gauges (0.030 inch) shall be inserted about 180 degrees apart, between the anchor head washer and the shim. The pressure will then be reduced to transfer the load back to the shim stack. Pressure will be applied to the tendon until the feeler gauges can be pulled out with some effort.

3.2.5 Detensioning Tendons to be detensioned are listed in Enclosure 2: Identification of Surveillance Tendons -

Inspection Period 8. The control tendon shall not be detensioned unless required due to failure to meet acceptance criteria. If it must be detensioned a new control tendon, of the same type, will be selected. The jacking pressure will be increased until the shims can be removed, not exceeding a force of 1721 kips (based on 163 available wires). All buttonheads will be visually inspected for off-size, cracked, and missing heads. Also the anchorage assembly will be inspected for missing, broken, and/or damaged wires. The degree of corrosion will be compared with that noted at the time of installation or previous tendon surveillance inspections.

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3.2.6 Wire Removal Tendons selected for a physical condition test are noted in Enclosure 2: Identification of Surveillance Tendons - Inspection Period 8. One random wire will be removed while the tendon is completely detensioned. Any wires identified as broken will be removed and handled the same as the random wire sample. The wire will be measured and inspected for pitting, corrosion, or other signs of deterioration. If there are areas of significant pitting or loss of area on any wire, Engineering will be notified and will determine the course of action.

A minimum of 3 samples will be taken for the testing laboratory (see Section 3.2.9:

Laboratory Testing). A sample from each end, and one from the middle will be obtained.

A fourth sample will be cut from the area of most significant corrosion or pitting, if it exists.

The length of each sample shall be the maximum length acceptable for the test apparatus to be used by the testing laboratory.

3.2.7 Retensioning Tendons to be retensioned shall be stressed to 80% of the minimum ultimate tensile strength of the available wires in the tendon (1868 kips for a 163 available wire tendon). This is performed to minimize the frictional effects on the forces in the overall tendon. During retensioning of the tendon, the elongation of the tendon wires shall be measured and recorded along with the corresponding force at 3 equally spaced intervals. The stressing force will then be reduced to the accepted lift-off or BASE Value (100% value) for final lock-off with a tolerance of -0% to +6%.

At the conclusion of retensioning, all buttonheads will be visually inspected for cracked and/or missing heads. Also, the anchorage assembly will be inspected for broken and/or damaged wires.

3.2.8 Tendon Regreasing Once all inspections are completed on a tendon the end cap will be replaced with a new 0-ring. If any scratches, nicks, and other sharp depressions are present in the gasket bearing surface, a nonmetallic epoxy will be used to repair them prior to end cap installation.

The tendon will then be filled with grease.

The grease will be pumped at a minimum temperature of 130 0 F, but not greater than 210°F.

The pressure will not exceed 55 psi at the filler end of the hoop, dome and upper vertical tendon grease cap. The pressure at the lower vertical grease cap will not exceed 125 psi.

Engineering will be notified when the absolute difference between the amount of grease removed and the amount of grease pumped is equal to 5% of the net duct volume for a given tendon. Pumping can continue up to 20 gallons beyond this point under Engineering approval.

3.2.9 Laboratory Testing Testing laboratories qualified by the Surveillance Contractor's Quality Program will be required to perform the following services for this procedure:

• inspect wires for corrosion and other defects

" perform required tensile tests for yield strength, ultimate tensile strength, and elongation

" test bulk filler grease samples for chlorides, sulfides, nitrates, reserve alkalinity, and water content

• test free water samples for pH level SP-182 Rev. 16 Page 8 of 39

In the event that the testing laboratory finds a wire with significant pitting or loss of area, Engineering will determine the required course of action. An acceptable course of action would be to remove additional wires from the applicable surveillance tendons to be inspected to determine the extent and cause of change. However, each tendon shall have at least 155 wires which meet the acceptance criteria of Enclosure 8, Criteria and Categories for Rating Degrees of Corrosion on Tendon Anchorage Assemblies and Selected Wires, and Enclosure 9, Criteria for Missing, Broken, and/or Damaged Wires.

One grease sample will be sent to the testing laboratory while the remaining sample is held by the surveillance contractor or CR3 for possible confirmation testing.

3.3 Definitions 3.3.1 Adjacent Tendons - Adjacent or adjoining tendons are usually on each side of a selected tendon. Reduced Force Dome Tendons, Enclosure 6, are not considered adjacent tendons for a normal selected dome tendon. The next immediate normal tendon shall be considered the adjacent tendon. For hoop tendons located at the very bottom or top of a grouping, the next 2 tendons directly above or below, respectively, are considered the adjacent tendons.

3.3.2 Anchor Head (stressing washer) - round flat piece of steel that the tendon buttonheads bear.

3.3.3 Anchorage - components that distribute the forces in the tendon to the concrete containment structure.

3.3.4 BASE or BASE Curve (Predicted) - A plot of the predicted tendon force versus time accounting for prestress losses based on the criteria provided in Regulatory Guide 1.35.1, Revision 0.

3.3.5 Bearing Plate (baseplate) - steel plate embedded in the concrete containment that the anchor head transfer the tendon load to.

3.3.6 Buttonhead - the end of the tendon wire that transfers the tendon load to the anchor head.

3.3.7 Corrosion Protection Medium (grease, filler material) - wax and oil compound that fills the tendon cavity to protect against corrosion.

3.3.8 Elongation - the distance that a tendon wire stretches under load.

3.3.9 End Cap - steel container that protects the tendon anchorage and is bolted to the bearing plate.

3.3.10 Free Water - moisture of a quantity that is observed collected or draining out from the end cap during inspection.

3.3.11 Hold Point - point beyond which work will not proceed until an inspection is performed and sign-off by a qualified Nuclear Quality Control Inspector.

3.3.12 Lift-Off - the force (or pressure) required to separate the anchor head form the shim stack.

3.3.13 Lock-Off - the force (or pressure) when the tendon load is transferred to the shim stack.

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3.3.14 Minimum Required Prestress Levels - Average prestress force levels which satisfy the design load conditions for maintaining the structural integrity of the containment. Force levels for this average prestress condition are 1215 kips for the dome tendon group, 1149 kips for the vertical tendon group, and 1252 kips for the hoop tendon group.

3.3.15 Normalization Factor - Factors for each individual tendon which are based upon the original tendon stressing sequence of installation. The normalization factor accounts for the effects of elastic shortening.

3.3.16 Overstress - the force (or pressure) that is approximately the yield strength of the tendon (80% of the minimum ultimate tensile strength).

3.3.17 Pit - An indentation visible to the unaided eye. A pit is caused by corrosion and is not the result of mechanical damage to the wire.

3.3.18 Ram - hydraulic jacking device used to apply force to a tendon.

3.3.19 Sheathing (cavity, conduit, duct, void) - thin-walled pipe in the concrete containment that the tendon wires pass through.

3.3.20 Shims - steel plates inserted between the anchor head and the bearing plate.

3.3.21 Stressing Adaptor (coupler) - threaded device that connects the ram to the anchor head.

3.3.22 Tendon - name for combination of wires and anchor heads.

3.3.23 Tendon Identification Number - the numbering convention for locating the tendons:

Dome: D xxx where:

Vert: y V xx xxx or xx = sequence numbers Hoop: vz H xx y or z = buttress numbers 3.3.24 Trumpet - the portion of the sheathing connected to the bearing plate (larger diameter then the sheathing).

3.3.25 Wire - 7 mm diameter wire.

3.4 Responsibilities 3.4.1 Surveillance Contractor - This procedure is designed and written for work to be performed by an experienced Surveillance Contractor. The Surveillance Contractor, Precision Surveillance Corporation for the 8th Tendon Surveillance shall be responsible for assuring that all individuals under its supervision are properly trained in the use of this procedure, their inspection manual and associated equipment. The work supervisor is responsible for performance of the step by step instructions of this procedure, and their inspection manual -

and for assuring that work is completed satisfactorily and QC is notified for data collection/inspection steps.

3.4.2 Site Proiect Manager - Responsible for coordinating site support activities for the Surveillance Contractor.

3.4.3 Engineering Technical Services, or its designee - Is responsible for providing technical support and for the evaluation and disposition of problems as identified during the surveillance. This includes responsibility for the general walkdown and inspection of the containment, and for the documentation of the results of this inspection.

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3.4.4 Nuclear Quality Control (NQC) Supervisor, or designee - Is to be notified at each "Hold Point" within this procedure and is responsible for providing the required QC inspection personnel.

3.4.5 Nuclear Quality Control Inspector - Is responsible for performing QC inspections as indicated within this procedure, and for the recording and documentation of all inspections.

The QC Inspector is responsible for providing the documented approval to proceed at each "Hold Point".

3.4.6 Responsible Engineer (RE) - A Registered Professional Engineer experienced in evaluating the in-service condition of structural concrete. The RE is responsible for development of inspection procedures, approval of examination personnel, evaluation of results, and the preparation of repair procedures.

3.5 Limits & Precautions 3.5.1 General 3.5.1.1 Work must be in compliance with the safety requirements of OSHA, and CR3 procedures and policies.

3.5.1.2 Missile shields shall be in place over Spent Fuel Pool "A" during surveillance activities for applicable tendons, if any, as designated in Enclosure 2: Identification of Surveillance Tendons Inspection Period 8, unless all equipment has been secured/rigged in accordance with NUREG-0612.

3.5.1.3 Missile shields shall be in place when moving any platforms and/or stressing rams over Spent Fuel Pool "A", unless all equipment has been secured/rigged in accordance with NUREG-0612.

3.5.1.4 Dome tendons listed in Enclosure 6, Reduced Force Dome Tendons, are not acceptable for normal lift-off testing; therefore, they shall not be substituted as adjacent tendons.

3.5.1.5 No more than 3 adjacent tendons shall be detensioned at any given time without Engineering concurrence.

3.5.1.6 During plant operation, work cannot be performed in the area between buttress numbers 1 and 3 (see Enclosure 3: Dome Tendon Locations Plan - Inspection Period 8). This is to avoid potential exposure to high pressure steam from the steam vents.

3.5.1.7 For work located in Radiation Controlled areas, due consideration must be given to the ALARA program. This may result in a determination that special preparation and/or precautions are necessary.

3.5.2 Filler Material 3.5.2.1 A certified test report bearing 2 signatures for the grease specified in Step 3.7.1.25 is required. The water soluble chloride and sulfide content must not exceed 2 ppm. The water soluble nitrate content must not exceed 4 ppm.

3.5.2.2 The reuse of filler material in the end cap is acceptable provided a Surveillance Contractor supplied procedure for reuse is accepted by CR3. All grease drained or removed from the anchorage area and tendon cavity shall be disposed of as waste grease.

3.5.2.3 Care must be taken when removing the end cap since the filler material may drop off or drip as a medium viscous liquid.

SP-182 Rev. 16 Page 11 of 39

3.5.2.4 At the lower anchorage, the entire column of filler material may drain from the tendon during end cap removal.

3.5.2.5 Samples of the grease shall be taken prior to cleaning of the anchorage area.

3.5.2.6 Do not use metal implements to remove filler material from around the anchorage. Wooden or plastic instruments may be used.

3.5.2.7 Grease temperatures within the 55-gallon drum must not exceed 210°F.

3.5.3 Equipment 3.5.3.1 Calibration of all equipment used to measure tendon force shall be done in accordance with a calibration procedure prior to the first tendon force measurement and after the final tendon force measurement. Accuracy of the calibration shall be within 1.5% of the specified minimum ultimate strength of the tendon. Calibration of all measuring devices must be signed, dated, and traceable to the National Institute of Standards and Technology (NIST) documentation.

3.5.3.2 Verification of calibration of the stressing jack-pressure gauge systems must be checked daily against a master pressure gauge which is used only for this purpose.

3.5.4 Inspection and Testing 3.5.4.1 "Hold Points" must be verified by a qualified NQC Inspector(s) to comply with the requirements of Appendix B, Criterion X of 10CFR50.

3.5.4.2 Provide sufficient manpower to remove the end caps. The weight of each end cap with grease is about 225 lbs.

3.5.4.3 Once the inspection of a given tendon end has begun, it should be completed as soon as possible to avoid unnecessary exposure of the anchor head.

3.5.4.4 Do not leave the anchorage area and the end cap unprotected when work is not being performed. Tendon anchorages which have been cleaned of grease for an inspection shall be protected by applying a coat of grease to all exposed surfaces prior to the temporary or permanent installation of the end cap.

3.5.4.5 During inclement weather, provide protection to prevent moisture from entering the end anchorage.

3.5.4.6 The Surveillance Contractor shall confirm that the proper stressing adaptor is attached to the anchor head prior to stressing the tendon.

3.5.4.7 Do not stand behind hydraulic jack while stressing a tendon.

3.5.4.8 Exercise extreme caution if fingers or hands are required near the tendon anchor head during testing.

3.5.4.9 Do not exceed a jack force of 1721 kips (based on 163 available wires) during the tendon stressing without NPTS concurrence, except as stated in Step 3.2.7: Retensioning.

3.5.4.10 Do not detension either tendon end until lift-off has been determined for both ends of a hoop or dome tendon (vertical tendons are detensioned at top end only). Lift-off for each end may be determined on separate days.

SP-182 Rev. 16 Page 12 of 39

3.5.4.11 Detensioning of each tendon end may proceed independently of the other end. However, jacks must not be uncoupled until the tendon is completely detensioned. To alleviate holding jacks under pressure for periods of time, it is recommended that both ends of a tendon be detensioned in unison. This should assist in correct positioning of the anchor head washer.

3.5.4.12 Vertical tendons are detensioned from the top end only, which is the shop end of the tendons. All inspection requirements apply to both top and bottom anchorages.

3.5.5 Wire Removal 3.5.5.1 Verify that all lift-off force measurements and detensioning is complete prior to wire removal.

3.5.5.2 Perform necessary measures when removing and handling tendon wires to preclude wire damage such as scratches, kinks, etc., and to preclude the accumulation of dirt or other contaminants on the surface of the wire.

3.5.5.3 The Surveillance Contractor shall carefully clean removed tendon wires just prior to visual inspection and packaging for delivery to the testing laboratory.

3.5.5.4 Do not stand directly in front of either end of the tendon when a wire is to be cut since some tendons may not be completely detensioned.

3.5.6 Retensioning 3.5.6.1 The Surveillance Contractor shall confirm that the proper stressing adaptor is attached to the anchor head prior to stressing the tendon.

3.5.6.2 Both ends of a hoop or dome tendon shall be retensioned simultaneously in a controlled manner. Maintain approximately the same elongation on both ends of the tendon.

3.5.6.3 It is important that when stressing from both ends that the crew's operation in stressing be coordinated so that a rapid stressing unit does not outpace a slower stressing unit. Ideally, the target gauge pressures must meet at the same time.

3.5.6.4 Vertical tendons only require retensioning from the top of the tendon.

3.5.7 End Cap Installation 3.5.7.1 Detrimental foreign matter (if present) such as loose mill scale, loose rust, loose or flaking paint on the gasket bearing surface can be removed with power tools.

3.5.7.2 A thread chaser may be required to clean the grease cap mounting holes.

3.5.7.3 All temporary tubes used for filling the end cap with grease, shall be removed.

3.6 Acceptance Criteria NOTE Contingency actions for non-compliance with the following acceptance criteria are provided in Section 5.2: Contingencies.

3.6.1 All documentation has been satisfactorily completed, including all required signatures and dates.

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3.6.2 Abnormal conditions determined as the result of a visual inspection of the exterior concrete surface of the containment shall be recorded and documented, and investigated by Engineering for possible degradation of the structure.

Cracks found in concrete adjacent to the tendons (within 2 feet of the bearing plate) having widths greater than 0.010 inch shall be recorded and reported to Engineering for evaluation and resolution. Any crack widths greater than 0.050 inch shall be cause for investigation by Engineering to determine the cause and if there is any abnormal degradation of the structural integrity of the containment.

3.6.3 The wire tensile test shall have no failure below the minimum guaranteed ultimate stress of 240,000 psi. The breaking strength of the sample shall be greater than the minimum breaking strength for the wire diameter shown on Enclosure 11: Minimum Wire Break Strengths. Elongation shall meet or exceed the minimum required value for the tendon material. Wire corrosion indicative of metal reduction shall not be present.

3.6.4 Acceptance criteria for tendon force shall be as defined in Steps 3.6.4.1 through 3.6.4.6.

3.6.4.1 IF the measured prestressing force of the selected tendon in a group lies above the BASE value, or is equal to or greater than 95% of the BASE value (as defined in reference 2.1.7.3),

THEN the lift-off test is acceptable for that selected tendon.

3.6.4.2 IF the measured prestressing force of a selected tendon in a group is less than 95% but greater than or equal to 90% of the BASE value, THEN two adjacent tendons shall be checked for their prestressing forces.

IF the measured prestressing forces of each of the second and third tested tendons are equal to or greater than 95% of their BASE value, AND the measured prestressing force in all remaining tendons in a group are equal to or greater than 95% of their BASE value, THEN all three tendons shall be restored to their required BASE value of prestress and the three tendons shall be considered acceptable.

3.6.4.3 IF the measured prestressing force of any two adjoining tendons falls below 95% of their BASE values, THEN Engineering shall initiate an investigation into the causes of the occurrence. This condition is unacceptable.

3.6.4.4 IF the measured prestressing force of the selected tendon lies below 90% of the BASE value, THEN the tendon shall be considered defective. Engineering shall initiate an investigation, and determine the extent and cause of such occurrence and the required course of action to be taken. This condition is unacceptable.

3.6.4.5 The normalized average of all measured tendon forces for each tendon group (i.e., dome, vertical, hoop) shall be greater than the minimum required prestress level for that group (as defined in Step 3.3.14). Engineering shall review and disposition any conditions where this is not met.

3.6.4.6 Engineering shall review the results and trends of the measured prestress forces from consecutive surveillances.

IF it is determined that the trend of prestress loss for individual tendons, or for any of the three groups of tendons is larger than expected, THEN Engineering shall determine the cause and extent of such occurrence.

IF this trend indicates that the resulting prestress forces will be less than the minimum SP-182 Rev. 16 Page 14 of 39

required prestress forces prior to the next scheduled surveillance, THEN additional testing and evaluation shall be performed prior to the completion of the current surveillance to determine the cause and extent of such occurrence. This condition is unacceptable.

3.6.5 Acceptance criteria for sheathing filler samples shall be as defined in Steps 3.6.5.1 through 3.6.5.6.

3.6.5.1 Water content shall not exceed 10% by weight.

3.6.5.2 Water soluble chlorides, nitrates, and sulfides shall not exceed 10 ppm.

3.6.5.3 Reserve alkalinity (base numbers) shall not be less than 50% of the installed value or less than zero when the installed value was less than 5. If the tendon duct is filled with a mixture of materials having various as-installed base numbers, the lowest number shall govern acceptance.

3.6.5.4 The absolute difference between the amount of grease removed and the amount of grease replaced on a given tendon shall not exceed 10% of the net duct volume.

3.6.5.5 Any grease leakage determined as a result of surveillance inspection activities shall be investigated and repaired using an Engineering approved procedure.

3.6.5.6 Presence of free water shall be measured, sampled and documented and evaluated by Engineering.

3.6.6 During detensioning and retensioning of tendons, if the elongation corresponding to a specific load differs by more than +/- 10% from that recorded during installation an investigation shall be made by Engineering to ensure that the difference is not related to wire failures or wire slips in anchorages. This condition is unacceptable.

3.7 Prerequisites 3.7.1 Equipment The equipment items listed in this section are recommended for implementation of this inspection.

3.7.1.1 Mobile crane with sufficient capacity and boom length to perform all necessary lifts of equipment and materials into position for surveillance activities.

3.7.1.2 All platforms and rigging, scaffolding, hoisting equipment, and accessories for access to the tendons and for performance of all surveillance work.

3.7.1.3 Two hydraulic stressing jacks (ram) having a loading capacity of 1000 tons with stressing pumps, pressure gauges, controls, and adjustable ram support device. The range and divisions of the pressure gages must be such as to permit reading of a 1000 ton force within an accuracy of +/- 2%.

3.7.1.4 Portable metal scaffolds as required.

3.7.1.5 Portable platform or plywood to be used for supporting the tendon end cap when removed (2 feet x 2 feet minimum).

3.7.1.6 Grease pump, transmission lines, various fittings, etc., connected to 55-gallon drum, equipped with heating system to heat grease to a temperature between 130OF and 210 0 F.

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3.7.1.7 Containers, such as 55-gallon drums, to hold bulk filler grease removed from end anchorages during inspection.

NOTE Permanent 480 volt electrical outlets exist on the top surface of the ring girder. There are five 480V, 3 phase receptacles on top of RB roof. Power provided by vent MCC 3a (MTMC-10) unit 5br located in 1B119. See drawings 209-064, 209-131 sh 3 and 215 series for the one labeled RB160 South.

3.7.1.8 Electrical cables or heavy duty extension cords as necessary for lights, hydraulic stressing jack pumps, and other miscellaneous power tools.

3.7.1.9 Portable lights for illuminating tendon anchorage assemblies during check for corrosion and defects.

3.7.1.10 A set of portable communications equipment for communicating between crews at each end of the tendon being inspected.

3.7.1.11 Feeler gages (required range of blade sizes: 0.025 inch to 0.035 inch by 0.001 inch increments).

3.7.1.12 Optical comparators with 0.005 inch accuracy for measuring crack widths in concrete.

3.7.1.13 Grid paper for showing crack patterns.

3.7.1.14 Magnifying glass, 5X.

3.7.1.15 Temperature gauge(s) with a range of 00 F to 300OF and an accuracy of +/- 2% of full scale.

3.7.1.16 Wrenches to remove grease can hold down studs (3/4") and nuts.

3.7.1.17 Extraction tool for removing wires subject to tensile tests.

3.7.1.18 Come-along hoist for applying force to wire extraction tool in Step 3.7.1.17 (or similar device).

3.7.1.19 Torque wrench for end cap replacement, 40 ft-lb through 75 ft-lb minimum capacity.

3.7.1.20 Six-foot diameter wire coiler to coil the removed wire.

3.7.1.21 Small portable power tools (e.g., electric drill, saw, etc.) as required.

3.7.1.22 Wire cutters to cut wires 3/8" diameter (maximum).

3.7.1.23 Wire brush.

3.7.1.24 Steel hand hammer (approximately 24 oz.).

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NOTE I The quantity is an estimate only; more or less may be required.

NOTE 2 The grease supplier must be acceptable to CR3 and qualified by the Surveillance Contractor's Quality Program for approving subcontractors and material suppliers.

NOTE 3 A certified test report bearing two signatures for the grease is required, indicating the water soluble chloride, sulfide, and nitrate content. The tests must be in accordance with the references specified in Section 2.1.1: Codes and Standard References. The water soluble chloride and sulfide content must not exceed 2 ppm and the water soluble nitrate content must not exceed 4 ppm.

NOTE 4 The reuse of grease from the end cap is acceptable provided a vendor-supplied procedure for reuse is accepted by CR3 in writing.

3.7.1.25 An appropriate quantity of certified filler grease (Visconorust 2090-P4 or latest approved compatible formulation, by Viscosity Oil Company).

NOTE Chemical composition of solvent must be certified to meet requirements for Viscosity

1. 16.

3.7.1.26 Solvent that can be used for removing grease from around tendon anchorage and cleaning any stained concrete (Viscosity #16 solvent by Viscosity Oil Company, or equal solvent certified to meet the requirements for Viscosity #16, as approved by CR3).

NOTE Specifications of replacement materials delineated in Steps 3.7.1.27 through 3.7.1.31 shall be the same as those of the original items.

3.7.1.27 New O-rings for hoop, dome, and upper vertical tendon end caps (1/2" dia., 60 durometer, neoprene or nitrile base rubber, 14-1/2" ID x 15-1/2" OD).

3.7.1.28 New O-rings for lower vertical tendon end caps (5/8" dia. 60 durometer, neoprene or nitrile base rubber, 15-3/8" ID x 16-5/8" OD).

3/4" dia x 4-1/2", 10 TPI, material ASTM A193 Grade B7 studs, hex nuts (ASTM A194 3.7.1.29 Grade 2H), and washer assemblies.

3.7.1.30 3/4"-10 thread per inch thread chaser.

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3.7.1.31 Wire split increment shims of various thicknesses, recommended quantity and sizes: 30 sets 3/16", 25 sets 1/4", 20 sets 3/8", 20 sets 1/2". Material to be ARMCO VNT single normalized ASTM A633, Grade E or equal.

3.7.1.32 Supply of clean rags for cleanup with solvent around anchorages.

3.7.1.33 Wooden or plastic paddles or spatulas to scoop out bulk filler grease from around the anchorage assembly.

3.7.1.34 Carbo Zinc 11, zinc-filled inorganic coating (made by Carboline Co., or equal, as determined by the NPTS and the manufacturer).

3.7.1.35 Non-metallic Epoxy.

3.7.1.36 Any other miscellaneous material and tools as required.

3.7.2 Initial Conditions 3.7.2.1 Perform a Pre-Job Briefing for each new crew/shift in accordance with AI-607, Pre-Job and Post-Job Briefings. This briefing is required once at the start of the work by that crew. Also, notify the Control Room Supervisor (or designee), at the beginning of each work day, that work is to begin on this procedure.

3.7.2.2 Missile shields shall be in place over Spent Fuel Pool "A" during surveillance activities for those tendons indicated in Enclosure 2, Identification of Surveillance Tendons - Inspection Period 8, and as defined.in Steps 3.5.1.2 and 3.5.1.3, unless all equipment has been secured/rigged in accordance with NUREG-0612. The Maintenance Manager or designee shall review all equipment setup and rigging to ensure NUREG-0612 requirements have been met prior to performing work activities which could impact the spent fuel pool without the missile shields installed.

3.7.2.3 Read and understand the Limits & Precautions, Section 3.5.

3.7.2.4 Read and understand the Description, Section 3.2.

3.7.2.5 Ensure that all applicable equipment listed in Section 3.7.1, Equipment, is available and ready to be used.

3.7.2.6 Ensure that there is adequate access to all tendon end caps of tendons that are to be tested (see Enclosure 2: Identification of Surveillance Tendons - Inspection Period 8).

3.7.2.7 Ensure that the testing laboratory indicated in Step 3.2.9 is prepared to receive the wires.

3.7.2.8 Ensure that the testing laboratory indicated in Step 3.2.9 is prepared to receive the grease and free water samples.

3.7.2.9 Ensure references listed in Section 2.0, References, are available for use.

3.7.2.10 Ensure that all personnel are familiar with the operating manuals of the equipment to be used during the inspection.

SP-182 Rev. 16 Page 18 of 39

NOTE Calibrated equipment must be re-calibrated at the end of the tendon surveillance program by the Post-Test Due Date in accordance with the requirements of that item.

3.7.2.11 Verify that stressing jacks, pressure gauges, comparators, and all other measuring devices have been calibrated per Step 3.5.3.1 and are in good working condition AND that calibrations are not expected to expire during the time period it will take to perform this surveillance.

IF the calibration is expected to expire prior to completing the surveillance, THEN have equipment re-calibrated prior to commencing the surveillance.

3.7.2.12 Notify the Radwaste Organization that waste grease will need proper disposal.

3.7.2.13 Notify the NQC Supervisor or his designee that work is to begin on this procedure.

4.0 INSTRUCTIONS Refer to Precision Surveillance Corporation's Inservice Inspection Manual N1002 for the step-by-step instructions to be followed for the 8th Tendon Surveillance at Crystal River Unit

1. 3.

Only "controlled" copies of PSC's In-Service Inspection Manual N1002 shall be used for the performance of this surveillance.

5.0 FOLLOW-UP ACTIONS 5.1 Restoration Instructions 5.1.1 System restoration is accomplished during performance of Section 4.0: Instructions.

5.1.2 Repair procedures shall be developed and performed in accordance with IWL-4000.

5.1.3 Post repair system pressure testing requirements shall be developed and performed in accordance with IWL-5000.

5.1.4 Reinstallation and replacement requirements of the post-tensioning system shall be developed and performed in accordance with IWL-7000.

5.2 Contingencies 5.2.1 IF the acceptance criteria of Step 3.6.4.5 is not met, AND engineering evaluation cannot ascertain acceptability of the containment tendons, THEN refer immediately to the "Action Statement" of Technical Specification 3.6.1, Containment, and Technical Specification 5.7.2, Special Reports.

5.2.2 IF any of the acceptance criteria of Steps 3.6.2, 3,6.3, 3.6.4.3, 3.6.4.4, 3.6.4.6, 3.6.5, and 3.6.6 are not met, THEN it shall be evaluated by Engineering per IWL-3300.

SP-182 Rev. 16 Page 19 of 39

5.2.3 IF there is rejectable corrosion or pitting on the wire as defined in Enclosure 8, Criteria and Categories For Rating Degrees of Corrosion on Tendon Anchorage Assemblies and Selected Wires, OR, if existing broken or unseated wires and/or detached buttonheads were not documented and accepted during a pre-service examination or during previous inspections, OR, if the number of missing, broken, and/or damaged wires does not meet the criteria of Enclosure 9, Criteria For Missing, Broken, and/or Damaged Wires, THEN each case shall be evaluated by Engineering per IWL-3300.

5.2.4 IF there is rejectable corrosion, pitting, or cracking, as defined in Enclosure 8, Criteria and Categories For Rating Degrees of Corrosion on Tendon Anchorage Assemblies and Selected Wires, on the tendon anchorage assembly, THEN it shall be evaluated by Engineering per IWL-3300.

5.2.5 IF the post-test calibration of the equipment used to measure tendon force (Step 3.5.3.1) differs from the pretest calibration by more than the specified accuracy tolerance, THEN the results of the examination shall be evaluated by Engineering.

5.3 Reports 5.3.1 Surveillance Contractors Report A written report documenting the inspection results, laboratory test results and surveillance conclusions for each inspection period must be prepared and submitted to CR3 within 30 days of completion of the inspections and tests. The surveillance contractor's approved report and all data must be forwarded to Engineering.

5.3.2 Reportable Conditions In the event that the acceptance criteria in Section 3.6 is not met, the Surveillance Contractor shall notify Engineering within 1 working day. Engineering shall follow the reporting process defined in CP-151: External Reporting Requirements (Step 2.1.3.5). If Engineering determines that there is abnormal degradation of the containment structure (based on the contingency actions in Section 5.2: Contingencies), CR3 shall submit a report to the NRC within 30 days of the current surveillance completion. This report shall include a description of the degradation, operability determination, root cause determination and the corrective action.

5.3.3 Procedure Closure Upon completion of each Tendon Surveillance, Engineering is to ensure that SP-182 and Precision Surveillance Corporation Manual N1002 are transmitted to Records Management.

5.3.4 Evaluation Summary Report A written summary report of the results and conclusions for each inspection period must be prepared within 90 days of the completion of the tests and inspections. The report shall also include items that did not meet the acceptance criteria and were evaluated by Engineering and address the following:

• the cause of the condition which did not meet the acceptance criteria

" the acceptability of the concrete containment without repair of the item

• whether or not repair or replacement is required and, if required, the extent, method, and completion date for the repair or replacement

" extent, nature, and frequency of additional examinations This report shall be submitted to the NRC as part of the 90 ISI Summary Report.

SP-182 Rev. 16 Page 20 of 39

ENCLOSURE1 IDENTIFICATION OF SURVEILLANCE TENDONS FROM PRIOR SURVEILLANCE PERIODS 1ST 2ND 3RD 4TH 5TH 6TH 7TH SURVEILLANCE SURVEILLANCE SURVEILLANCE SURVEILLANCE SURVEILLANCE SURVEILLANCE SURVEILLANCE 11/77-2/78 3/80-5/80 9/81-12/81 9/87-11/87 11/93-1/94 10/97-1/98 08/01-12/01 DOME D139 D122 D123 D105 D D215 D212 D212 TENDONS D215 D140 D125 D212 D231 D D304 D D339 D 123 TOTAL D221 D D208 D D212 D328 D224 D113 D126 3 GROUPS OF 41 D228 D323 D322 D D1 15 D100s, D200s, D234 D331 D329 D311 D300s D340 VERTICAL 12V19 12V12 12V1 12V1 34V6 12V1 12V1 TENDONS 12V20 12V20 34V6 34V4 56V15 D 61V21 D 61V08 144 TOTAL 12V21 23V5 34V19 D 56V2 D 61V14 23V2 45V14 D 6 GROUPS OF 24 23V15 34V1 45V16 12, 34, 56, 23, 34V6 45V6 56V11 45,61 45V3 D 56V20 61V5 56V1 56V1 D HORIZONTAL 13H10 13H22 13H19 13H20 34H1 51H26 46H21 TENDONS 13H19 13H32 D 13H46 13H40 D 42H1 42H18 46H36 282 TOTAL 13H37 13H43 42H20 51H26 46H21 42H32 53H16 D 6 GROUPS 13H47 51H10 42H40 51H41 46H28 42H44 62H02

@ 47 HIGH, 51H11 51H23 51H26 64H19 46H29 D 53H2 62H13 13, 24, 35, 46, 62H9 51H37 511H45 46H30 62H41 D 51, 62 64H21 53H24 53H35 46H47 D 62H46 64H29 53H28 53H40 62H8 53H46 64H37 D 53H44 62H34 42H49 64H46 64H42 64H10 D 42H30 42H31 42H33 42H34 42H35 TENDONS INSP. 23 22 21 11 14 22 11 TOTAL TENDONS = 549 ITOTAL TENDONS INSPECTED UP TO 7TH SURVEILLANCE = 124 NOTE: For information only. These tendons were completed in past surveillance.

D - Designates a detensioned tendon.

SP-182 Rev. 16 Page 21 of 39

ENCLOSURE 2 IDENTIFICATION OF SURVEILLANCE TENDONS INSPECTION PERIOD 8 SELECTED DOME TENDONS ADJACENT TENDONS D129"** D128, D130 D212 C D211, D213 D238 D,* D237, D239 SELECTED VERTICAL TENDONS ADJACENT TENDONS 12V1 C ** 61V24, 12V2 45V20 45V19, 45V21 61V17 D 61V16, 61V18 SELECTED HOOP TENDONS ADJACENT TENDONS 46H21 C 46H20, 46H22 42H46 ** 42H45, 42H47 13H36 13H35, 13H37 62H30 ** 62H29, 62H31 51H34D ** 51H33, 51H35 C Denotes selected control tendon.

D Denotes selected tendon for detensioning and wire removal. If removal of one wire from tendon would subject it to rejection per Enclosure 9, Criteria For Missing, Broken, and/or Damaged Wires, contact Engineering for a substitute tendon.

• Denotes tendons, if any, which must have missile shields in-place over Fuel Pool "A",

per Step 3.7.2.2, unless all equipment has been secured/rigged in accordance with NUREG-0612.

• • Denotes tendons, if any, located in the Steam Zone Region.

SP-182 Rev. 16 Page 22 of 39

ENCLOSURE 3 DOME, VERTICAL, and HOOP TENDON LOCATION PLAN - INSPECTION PERIOD 8 CRYSTAL RIVER UNIT 3 8th Peod (30" Yew Tendon Sunvelfen Tendon Layout Plan SP-182 Rev. 16 Page 23 of 39

ENCLOSURE4 DOME and HOOP TENDON LOCATION PLAN - INSPECTION PERIOD 8

.u.I-rMs I BUTTI"SSI*

Ir 0r DUE LINEfLSYSF ELm5 TILFWICCELlee iflocRa 11VW TIFL.OO F MWS T1M VATEL eOW CRYSTAL RIVER UNfT 3 ft PwTd (r"l Ye8) Tebnon SarNaM Tundan Laycut Eluvalon SP-182 Rev. 16 Page 24 of 39

ENCLOSURE 5 REDUCED FORCE DOME TENDONS The following tendons are not acceptable for normal lift-off testing:

D 101 D 201 D 301 D 109 D 209 D 309 D 117 D 217 D 317 D 125 D 225 D 325 D 133 D 233 D 333 D 141 D 241 D 341 SP-182 Rev. 16 Page 25 of 39

ENCLOSURE 6 ANCHORAGE ASSEMBLY DETAIL

-S-i Iff.~ta WA A YblOLtd A 0 Vogt& a a m

4009""1 A~AVM MX O SP-182 I Rev. 16 Page 26 of 39

ENCLOSURE7 CRITERIA AND CATEGORIES FOR RATING DEGREES OF CORROSION ON TENDON ANCHORAGE ASSEMBLIES AND SELECTED WIRES CATEGORIES OF CORROSION

1. Bright metal; no visible oxidation.

2. Metal reddish brown color, no pitting.

3. Metal having patches of red oxide, removable but ready to start pitting.

4. Metal having patches of red oxide, not removable and/or leaving noticeable pits.

5. Metal having heavy rusting, dark red, and about to form an extremely hard crust which when removed leaves very noticeable pitting.

6. Conditions more severe than Category 5.

ACCEPTANCE CRITERIA Anchorage assembly components in Category 1, 2, or 3 are acceptable.

Wire in Category 1 or 2 is acceptable.

Anchorage assembly components in Category 4, 5, or 6 and/or wires in Category 3, 4, 5, or 6 should be further evaluated by NPTS.

CRITERIA FOR VISUAL INSPECTION OF GREASE Note that the original Visconorust 2090-P2 grease is no longer available. The new 2090-P4 grease will not be the exact color as the original 2090-P2 grease when it was new. Therefore, color comparisons of old grease against new grease must be made considering this basic difference.

Note if any of the following items are observed during visual inspection of the grease:

1. Extreme discoloration even when considering the above change in grease type.

2. Presence of corrosive particles and/or dirt mixed within the grease, indicating adjacent metal pitting and metal breakdown.

3. Signs of moisture within the bulk filler.

4. Other signs of grease deterioration.

SP-182 Rev. 16 Page 27 of 39

ENCLOSURE 8 CRITERIA FOR MISSING, BROKEN, AND/OR DAMAGED WIRES

1. Broken wires and unacceptable buttonheads shall not exceed 8 wires per individual tendon, nor more than 2 percent of the total number of wires in that group, nor more than 3 percent in any 10 consecutive tendons in a group. A group shall be defined as follows: Vertical tendons - one stressing sequence quadrant (36 tendons); Dome tendons - one series of layer (41 tendons); Hoop tendons - one side of a buttress (47 tendons).

2. An unseated wire, after stressing, that will move at one end of the tendon but is observed not to move at the other end is to be considered a broken wire.

CAUTION - Do not strike the buttonhead with any heavy object.

3. If an unseated wire, after stressing, will not move - document and notify Engineering.

NOTE: Missing, broken, and/or damaged wire criteria is based on original quantity of 163 wires per tendon.

SP-182 Rev. 16 Page 28 of 39

ENCLOSURE 9 ORIGINAL ACCEPTANCE CRITERIA FOR BUTTONHEADS PRECISION BUTTONHEADS - 0.275" / (7mm) WIRE

1. DIMENSIONS Diameter - D Minimum 0.410" Maximum 0.450"

2. SPLITS Maximum admissible number 4 Maximum admissible width 0.060" Per Split Maximum admissible length 0.350" Per Split Maximum admissible angle to axis of wire 500 NOTE: This is the criteria for new buttonheads and is given in this detail for reference only. The checks called for in Section 4.0, Instructions, of the procedure are not meant to verify these numbers, but they are meant to detect obvious gross deficiencies in any buttonhead.

0 SP-182 Rev. 16 Page 29 of 39

ENCLOSURE 10 MINIMUM WIRE BREAK STRENGTHS (Tinius-Olson Direct Reading - High Scale or Equal)

CROSS MINIMUM WIRE SECTIONAL ULTIMATE BREAK DIAMETER AREA TENSILE (kips)

(inch) (sq in) STRENGTH (1,000 Ibs) 0.27359 (-) 0.05879 240 ksi 14.110 0.27459 (-) 0.05922 240 ksi 14.213 0.27559 (7 mm) 0.05965 240 ksi 14.316 0.27659 (+) 0.06008 240 ksi 14.316+

0.27759 (+) 0.06052 240 ksi 14.316+

SP-182 Rev. 16 Page 30 of 39

ENCLOSURE 11 (Page 1 of 4)

ORIGINAL STRESSING AVERAGE TENDON LIFT-OFF VALUES VERTICAL TENDONS TENDON I.D. LIFT-OFF TENDON I.D. LIFT-OFF TENDON I.D. LIFT-OFF 12 V 1 1675 34 1 1651 56 V 1* 1784 12 V 2 1699 34 2 1588 56 V 2* 1603 12 V 3 1687 34 3 1597 56 V 3 1694 12 V 4 1651 34 4 1585 56 V 4 1658 12 V 5 1711 34 5 1633 56 V 5 1696 12 V 6 1586 34 6 1609 56 V 6 1622 12 V 7 1574 34 7 1646 56 V 7 1633 12 V 8 1615 34 8 1621 56 V 8 1602 12 V 9 1634 34 9 1605 56 V 9 1654 12 V 10 1615 34 10 1709 56 V 10 1598 12 V 11 1669 34 11 1605 56V 11 1658 12 V 12 1670 34 12 1696 56 V 12 1646 12 V 13 1675 34 13 1644 56 V 13 1685 12 V 14 1687 34 14 1648 56 V 14 1687 12 V 15 1625 34 15 1655 56 V 15* 1638 12 V 16 1598 34 16 1639 56 V 16 1651 12 V 17 1650 34 17 1663 56 V 17 1617 12 V 18 1639 34 18 1633 56 V 18 1699 12 V 19 1654 34 19* 1573 56 V 19 1664 12 V 20 1598 34 20 1637 56 V 20 1687 12 V 21 1638 34 21 1660 56 V 21 1661 12 V 22 1655 34 22 1624 56 V 22 1665 12 V 23 1638 34 23 1646 56 V 23 1651 12 V 24 1624 34 24 1648 56 V 24 1675 23 V 1 1711 45 1 1686 61 V 1 1629 23 V 2 1598 45 2 1627 61 V2 1629 23 V 3 1661 45 3* 1639 61 V3 1627 23 V 4 1670 45 4 1610 61 V4 1663 23 V 5 1711 45 5 1649 61 V5 1643 23V 6 1670 45 6 1614 61 V6 1658 23V 7 1636 45 7 1607 61 V7 1675 23V 8 1676 45 8 1675 61 V8 1598 23 V 9 1627 45 9 1661 61 V9 1625 23 V 10 1616 45 10 1677 61 V 10 1598 23V 11 1673 45 11 1696 61 Vii 1643 23V 12 1646 45 12 1603 61 V 12 1610 23V 13 1687 45 13 1673 61 V 13 1711 23V 14 1646 45 14* 1697 61 V 14 1646 23V 15 1615 45 15 1625 61 V 15 1590 23V 16 1598 45 16 1661 61 V 16 1628 23 V 17 1660 45 17 1683 61 V 17 1646 23 V 18 1598 45 18 1661 61 V 18 1598 23V 19 1598 45 19 1624 61 V 19 1591 23V 20 1633 45 20 1624 61 V 20 1634 23V 21 1663 45 21 1629 61 V 21* 1622 23V 22 1622 45 22 1672 61 V 22 1622 23V 23 1639 45 23 1634 61 V 23 1663 23V 24 1634 45 24 1684 61 V 24 1616

• Tendons detensioned and/or retensioned during previous inspections.

[All Lift-off Values in kips (1000#)]

SP-182 Rev. 16 Page 31 of 39

ENCLOSURE 11 (Page 2 of 4)

ORIGINAL STRESSING AVERAGE TENDON LIFT-OFF VALUES (Cont'd)

DOME TENDONS TENDON I.D. LIFT-OFF TENDON I.D. LIFT-OFF TENDON I.D. LIFT-OFF D101 643* D201 652* D301 660*

D102 1660 D202 1649 D302 1581 D103 1606 D203 1662 D303 1653 D104 1606 D204 1649 D304** 1610 D105** 1646 D205 1642 D305 1629 D106 1626 D206 1643 D306 1643 D107 1667 D207 1657 D307 1656 D108 1646 D208** 1648 D308 1646 D109 643* D209 640* D309 649*

D110 1622 D2 10 1616 D310 1636 Dilll 1673 D211 1689 D311 1682 D1 12 1676 D212 1600 D312 1640 D1 13 1676 D213 1646 D313 1636 D1 14 1670 D214 1642 D314 1621 D1 15 1700 D215 1666 D315 1607 D1 16 1646 D216 1614 D316 1604 D1 17 658* D217 660* D317 660*

D1 18 1563 D218 1626 D318 1635 D1 19 1642 D219 1639 D319 1697 Dl120 1652 D220 1619 D320 1653 D121 1633 D221* 1670 D321 1668 D1 22 1664 D222 1649 D322** 1628 D1 23 1610 D223 1655 D323 1670 D1 24 1634 D224 1598 D324 1664 D1 25 634* D225 649* D325 660*

Dl126 1634 D226 1625 D326 1640 D1 27 1634 D227 1649 D327 1661 D1 28 1660 D228 1669 D328 1670 D1 29 1619, D229 1650 D329 1645 D1 30 1635 D230 1665 D330 1634 D131 1600 D231* 1651 D331 1636 D1 32 1620 D232 1603 D332 1667 Dl133 652* D233 652* D333 660*

D1 34 1640 D234 1643 D334 1598 D1 35 1673 D235 1632 D335 1669 D1 36 1679 D236 1591 D336 1616 D1 37 1562 D237 1661 D337 1622 D1 38 1645 D238 1664 D338 1638 Dl139 1686 D239 1615 D339* 1639 Dl140 1669 D240 1615 D340 1634 D141 649* D241 660* D341 652*

• Reduced Force Tendons

• • Tendons detensioned and/or retensioned during previous inspections.

[All Lift-off Values in kips (1000#)]

SP-182 Rev. 16 Page 32 of 39

ENCLOSURE 11 (Page 3 of 4)

ORIGINAL STRESSING AVERAGE TENDON LIFT-OFF VALUES (Cont'd)

HOOP TENDONS TENDON I.D. LIFT-OFF TENDON I.D. LIFT-OFF TENDON I.D. LIFT-OFF 13 H1 1629 53 H1 1640 64 H1 1642 13 H2 1640 53 H2 1555 64 H2 1701 13 H3 1630 53 H3 1598 64 H3 1649 13 H4 1640 53 H4 1645 64 H4 1628 13 H5 1643 53 H5 1606 64 H5 1579 13 H6 1658 53 H6 1627 64 H6 1628 13 H7 1630 53 H7 1622 64 H7 1643 13 H8 1634 53 H8 1673 64 H8 1646 13 H9 1593 53 H9 1591 64 H9 1623 13 H 10 1604 53 H 10 1650 64 H 10* 1646 13 H 11 1606 53 H 11 1584 64 H 11 1635 13 H 12 1598 53 H 12 1663 64 H 12 1616 13 H 13 1691 53 H 13 1615 64 H 13 1649 13 H 14 1604 53 H 14 1609 64 H 14 1680 13 H 15 1624 53 H 15 1651 64 H 15 1589 13 H 16 1595 53 H 16* 1639 64 H 16 1616 13 H 17 1630 53 H 17 1603 64 H 17 1617 13 H 18 1618 53 H 18 1657 64 H 18 1670 13 H 19 1625 53 H 19 1604 64 H 19 1617 13 H 20 1604 53 H 20 1633 64 H 20 1665 13 H 21 1642 53 H 21 1634 64 H 21 1653 13 H 22 1652 53 H 22 1651 64 H 22 1665 13 H 23 1649 53 H 23 1609 64 H 23 1637 13 H 24 1646 53 H 24 1621 64 H 24 1653 13 H 25 1643 53 H 25 1663 64 H 25 1657 13 H 26 1628 53 H 26 1650 64 H 26 1635 13 H 27 1618 53 H 27 1627 64 H 27 1655 13 H 28 1658 53 H 28 1626 64 H 28* 1690 13 H 29 1607 53 H 29 1669 64 H 29* 1667 13 H 30 1658 53 H 30 1704 64 H 30 1642 13 H 31 1635 53 H 31 1532 64 H 31 1655 13 H 32* 1653 53 H 32 1668 64 H 32 1635 13 H 33 1623 53 H 33 1646 64 H 33 1648 13 H 34 1641 53 H 34 1632 64 H 34 1702 13 H 35 1631 53 H 35 1604 64 H 35 1655 13 H 36 1650 53 H 36 1655 64 H 36 1678 13 H 37 1629 53 H 37 1664 64 H 37* 1617 13 H 38 1612 53 H 38 1643 64 H 38 1645 13 H 39 1671 53 H 39 1616 64 H 39 1665 13 H 40* 1623 53 H 40 1660 64 H 40 1586 13 H 41 1660 53 H 41 1634 64 H 41 1611 13 H 42 1660 53 H 42 1622 64 H 42 1599 13 H 43 1641 53 H 43 1646 64 H 43 1641 13 H 44 1654 53 H 44 1653 64 H 44 1641 13 H 45 1635 53 H 45 1634 64 H 45 1647 13 H 46 1623 53 H 46 1628 64 H 46 1644 13 H 47 1623 53 H 47 1688 64 H 47* 1623

• Tendons detensioned and/or retensioned during previous inspections.

[All Lift-off Values in kips (1000#)]

SP-182 Rev. 16 Page 33 of 39

ENCLOSURE11 (Page 4 of4)

ORIGINAL STRESSING AVERAGE TENDON LIFT-OFF VALUES (Cont'd)

HOOPTENDONS TENDON I.D. LIFT-OFF TENDON I.D. LIFT-OFF TENDON I.D. LIFT-OFF 51 H1 1639 42 H1 1645 62 H1 1603 51 H2 1620 42 H2 1650 62 H2 51 H3 1645 42 H3 1653 62 H3 1615 51 H4 1625 42 H4 1672 62 H4 1631 51 H5 1675 42 H5 1605 62 H5 1672 51 H6 1608 42 H6 1679 62 H6 1603 51 H7 1608 42 H7 1647 62 H7 1603 51 H8 1644 42 H8 1665 62 H8 1624 51 H9 1627 42 H9 1641 62 H9 1639 51 H 10 1674 42 H 10 1645 62 H 10 1604 51 H 11 1615 42 H 11 1599 62 H 11 1603 51 H 12 1668 42 H 12 1614 62 H 12 1675 51 H 13 1644 42 H 13 1597 62 H 13 1663 51 H 14 1644 42 H 14 1622 62 H 14 1603 51 H 15 1651 42 H 15 62 H 15 1681 51 H 16 1649 42 H 16 1635 62 H 16 1627 51 H 17 1663 42 H 17 1661 62 H 17 1675 51 H 18 1608 42 H 18 1664 62 H 18 1609 51 H 19 1669 42 H 19 1647 62 H 19 1640 51 H 20 1668 42 H 20 1662 62 H 20 1610 51 H 21 1669 42 H 21 1641 62 H 21 1640 51 H 22 1638 42 H 22 1668 62 H 22 1663 51 H 23 1609 42 H 23 1617 62 H 23 1639 51 H 24 1644 42 H 24 1617 62 H 24 1639 51 H 25 1639 42 H 25 1647 62 H 25 1627 51 H 26 1661 42 H 26 1614 62 H 26 1663 51 H 27 1612 42 H 27 1635 62 H 27 1669 51 H 28 1668 42 H 28 1632 62 H 28 1633 51 H 29 1629 42 H 29 1629 62 H 29 51 H 30 1657 42 H 30 1644 62 H 30 1597 51 H 31 1646 42 H 31 1653 62 H 31 1681 51 H 32 1658 42 H 32 1626 62 H 32 1639 51 H 33 1650 42 H 33 1665 62 H 33 1674 51 H 34 1651 42 H 34 1626 62 H 34 1626 51 H 35 1608 42 H 35 1657 62 H 35 1664 51 H 36 1616 42 H 36 1680 62 H 36 1639 51 H 37 1606 42 H 37 1641 62 H 37 1622 51 H 38 1628 42 H 38 1650 62 H 38 1639 51 H 39 1607 42 H 39 1623 62 H 39 51 H 40 1664 42 H 40 1651 62 H 40 1639 1631 42 H 41 1623 62 H 41

• 1609 51 H 41 51 H 42 1610 42 H 42 1599 62 H 42 1609 51 H 43 1642 42 H 43 1611 62 H 43 1591 51 H 44 1646 42 H 44 1605 62 H 44 1651 51 H45 1581 42 H 45 1665 62 H 45 1622 51 H 46 1657 42 H 46 1644 62 H 46 1645 51 H 47 1663 42 H 47 1615 62 H 47 1582

• Tendons detensioned and/or retensioned during previous inspections.

• • Not Available.

[All Lift-off Values in kips (1000#)]

SP-182 Rev. 16 Page 34 of 39

ENCLOSURE 12 TENDON NORMALIZING FACTORS - INSPECTION PERIOD 8 DOME TENDONS VERTICAL TENDONS HOOP TENDONS TENDON NORMALIZING TENDON NORMALIZING TENDON NORMALIZING I.D. FACTOR I.D. FACTOR I.D. FACTOR D128 53 61V24 -14 46H20 -39 D129 34 12V1 -9 46H21 -12 D130 60 12V2 -80 46H22 -57 D211 18 45V19 31 51H33 36 D212 15 45V20 -61 51H34 -59 D213 10 45V21 -19 51 H35 79 D237 -104 61V16 -8 42H45 -44 D238 -26 61V17 17 42H46 -28 D239 -88 61V18 21 42H47 3 13H35 56 13H36 -56 13H37 61 62H29 7 62H30 14 62H31 -46 I I - I I - I SP-182 Rev. 16 Page 35 of 39

ENCLOSURE 13 (Page 1 of 3)

TENDON HISTORICAL TRENDS DOME TENDONS ftircast. IBase and 9 53-3asc,.

1/4.T- - D[ome 1650 1600 1550 1500 Reigrcssic'ii Forecast 1450 1400 --- C a ICI ato B as.,ý 1350 1300 1250 1200 0 10 20 30 40 50 I'll! wI r; Y ca-r:

SP-182 Rev. 16 Page 36 of 39

ENCLOSURE 13 (Page 2 of 3)

TENDON HISTORICAL TRENDS VERTICAL TENDONS I-ar~cast wi~d 95-C Cool".- Vert.

1800 1700 1600 1500 Fi*,)R(--'l-%,ST 1400 7 1300 1200 1100 0 10 20 30 40 50 llniic inYcr SP-182 Rev. 16 Page 37 of 39

ENCLOSURE 13 (Page 3 of 3)

TENDON HISTORICAL TRENDS HOOP TENDONS F'OrceasLM And 95%4 Conf, - I-toop.

1600 4 L. _____

1550 I I 1500 1450 I 4

.:Ic

• 10 1400 D~SiGN, DF 1 1350 1300 _______ I I ____

1250 I I 1200 0 10 20 30 40 50 Tinic In YWcars SP-182 Rev. 16 Page 38 of 39

REVISION

SUMMARY

Section Description Delete the single asterisk identifier from Tendons 46H21 and 62H30. Tendon 45V20 was mis-identified as being a "D"Detension Tendon, removed the "D" identifier and added it to the correct Tendon 61 V1 7.

PRR's incorporated 249517 SP-182 Rev. 16 Page 39 of 39