ML19199A604

Requests Exemption from Provisions of Section 50.l0(b) to Permit Pouring of Concrete for Tendon Access Gallery Prior to Issuance of CP in Order to Expedite Plant Completion

ML19199A604
Person / Time
Site:	Crane
Issue date:	05/01/1969
From:	John Miller, Ritter G Jersey Central Power & Light Co, Metropolitan Edison Co
To:	Morris P US Atomic Energy Commission (AEC)
References
NUDOCS 7905040350
Download: ML19199A604 (3)

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. > ~ ~. a, s s ~y y.. ~a / r b-i .c 2 a. r. ~..- _ :. s ~. 5..,..: c - 2_.,.c..c.,,1. u., p o ~.m_ a,,. t. 5.1.3.1 Mul:ie Barr er The centainment s: ucture, liner and reinf:rcing bars and tendens, are protet:ed l1 agains ex:ernal cc ::sive influences by :he following reans: [ s. The pr vision of a drained access sa11ery a: r e bett:= anchorages of the vertica- :endens and a retaining wall fr:: fcunda: ice level to grade ferning a drained ::a: arcund the bel:w grade par: of the containment shell. b. The waterproofing -f that part cf the building f:undatien encicsing the access gallery with a '0 mil-thick, polyvinyl chloride shee: semb rane. The ce:brana will cover the underside of the cu:er 23-feet annulus of :he building fcundation and will be made c:ntinucus, with me brane of the sa=e caterial covering the outside face of the f cundatica and the re:aining wall. c. The liner will be additicnally ratected frc: :he ex:erior by a . e .; n.; =u c:- 4 :eet c:. concrete :or tu..a: port.,cn c:- wa_,.:eicw li grade and the thickness cf the cat, apprcxi=ately 10 fee:, a: the betta =. d. The tenden ducts will have a =ini:u clear ccver of concrete of I 6 inches whereas 1-1/2 inches is required by code. See Table 5-2. e. The tenden ducts, being spiral wound 22-gauge steel, will pre-vide a greater degree of water-tightness than the ccnventi:nal flexible etal sheathir.g. f. The access gallery will per:1: deferral of shipment and instal _a-tien of all tendens until the entire structure is ccastructed. Thus, the tenden installation can be perfer:ed in a centinucus cperatien with the minimu: pcssible exposure of the tenders in n.u.e.; < e _, d. e g. The void space between the duct and the tensicned and anchered tenden will be cc pletely filled w1:h pcrtland ce=en: gr:ut. 5.1.3.2 Greuted Tendens The cc pletely satisf ae: cry corrosien protection for steel afforded by the alha-line envirenzen: cf pc.: land cement is a principle upcn which the structural use cf reinfer:ed cencrete, both ccnventic al and pretensioned, is based. A repcrt, The Fe

1. ---o ce of ?:s t-Tensicaing Tendens as.te flected by Cerr:sion Cccurrences,

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y -.w.. .a e tA f. *.. Mm.*nm.e L 4....A 1 G 7 V..T. 7.1 '- A f or=al quality assurance organi:atien and reperting syste: will be empicyed to assure : hat critical s: rue:ures will bc buil: in accordance with the specifi-ca:icns. The responsibility, coordinatica, =enitoring quality control func:icns of the ceg.1: ant c:gani:ati:ns are cutlined and defined in Appendix 13, QUAI!!T ASS"R.CCE PROGRAM. 3 Cs.. e.. g. n. C. r.,,e.. .> e<. r.. cr.e. 2.e.,a ct.t.. u m.e.. :..m _ ne. .v .s o. v. s cA s ~= e n. e, ~n C.,. C 1 Cu~ ~ = = .m, - +... s.s The following ccdes will be used to establish the specif t:stions and precedures l, governing the construc:: n of the Reac:Or Building: l' ACI 301 - Specificati:n #cr Structural Cencre:e for 3uildings ACI 313 - Building Code Require =ents for Reinforced Cencre:e ACI 347 - Rec==er.ded Practice for Cen rete For=werk 4 ACI 605 - Rec== ended ?rt-c: ice for Ec: Weather Concre:ing AC: 613 - Rece== ended Practice'for Selecting ?reper-ices for Concrete ACI 614 - Recc== ended Prac: ice for Measurirg, Mixing and Placing Concrete ACI 313 - Manual of Standard Practice for Detailing Reinforced Ccacrete Structures ?ar: UW - Require =ents for Unfired Pressure 7essels Fabricated by Weldin~s ef See:1cn "!!! cf the AS:2 3ciler and Pressare Vessel Ccde AISC - Steel Manual, Ccde of Standard Practice PCI - Inepecticn Manual AWS - Ccde for Welding in 3ailding Construe:1:n,(D 1.0-66) AWS - Rec== ended Practices for Welding Reinforcing S: eel, Metal Inserts and Connectiena in Reinforced Concrete Ccastructice (O 12.1-61) '. C '., _c '..' ~. e.... _e.. u' e '. o.. ~ c..'.~ e '.. r... ~. ' ~ 3 . ~ *~c. ~..-'- e'. 3.=s..=oce'. 6 ?C?AC Tendens i-4 i / k/ 3D-1 (Revised Dece-ber 2, 1963) I-e 4

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Er a '.: s ur e :P ' 2..=..-...... -. --.-.. <., ; - - a. .a _y :. _T e s.: Results to Se AST" Sc. Name Sasis for Achiered C 131 les Angeles abrasi:n ASTM Spec C 33 a confern wi:h spen <st a.<., C 142 Clay lumps ASTM S p e: C 33 Tc confer: wi:b specifica: ice C 117 Material finer than ASTM Spec C 33 To confor: with No. 200 sieve specifica:ica C 37 Mortar-:aking prcper:ies ASTM Spac C 33 To confor= wi:5 s p e n..z.:.<. < _ ..e C 40 .Crganic i= purities ASTM Spec C 33 Tc confer: wi:5 specifica:icn C 239 Fotential Reac:1vity ASTM Spec C 33 To c:nfor: with (Che:ical) specification C 136 Sieve analysis ASTM Spec C 33 To confor wi:5 specifica:icn C SS Scundness ASTM Spec C 33 To confor: wi:5 specification C 127 Specific gravity ASTM Spec C 33 Mix design and abscrptica calculations C 128 Specific gravity ASTM Spec C 33 Mix design and abscrption calculations C 295 Pett: graphic ASTM Spec C 33 To conferu with specification ..r The water used in the design =ix will te potat.- and will net c:ntain f-uri:ies in a cunts : hat will cause a change of.:cre than 23 per cent in setting.ine fcr the per: land cemen:, nor a reduction in the c:=pressive strength of =cr:ar of scre 3 than 5 per cent as cr: pared with results obtained using distilled water. 2.2.1.5 resi2n Mix l l Trial design mixes will be prcpertioned in accordance with AC1 613 and tested in accordance with the felicwing ASTM standards to ascertain conformance to { "[ concrete specifica:icns. 1 ) s n k/ SD-: ' Revised rece:her 2, i.:ei 9

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....,=. Air tests will be performed in accordance with ASTv C231, 33;34,v.e - k..o d o.' *i e s *..' o. A.d. C -... e. ".. # .T. =. s "..' y v..' v. e d. F..'.- crete by the Pressure P.ethed. Tenperature limits are per AC: 301 requiren nts for mass concrete. In the event that c ncrete is peured durin-3 f ree:ing weather, :r tha: a free:e .' s ex, e -. e d. d". '..~ ~..".e.- a.*.e. e,. * - d, a.. a d m'.*. *. -.. a '. ~~..'*.e-'.'..'_1 k e. .. c ' e. ' -. r .e each set and will be cured unde? the same cendi:icns as the cart of the struc-ture wnich it re resents. 4 -b 6.. e J. a. (.Wc...n v.. e %es-. .... n Char-). 9 s 9 w .gsu. - .4... . e. M. aCA.....a. Cg .a M - +' wa AL. S n.1 .v O J '/ ke .e OSL

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-b a u.,.- u., m..,.. < *, s.. <.., e..., se p ,e 3.. .w...e .a,..u :, c..a - a. ' s ser,.a.e; a ;. a. o, e.a. ..<.w .a. a. r .r < ; e,.,.. <. <. -. 4 n., u..w. e .... a Inspection of the reinforcing steel will take place at de'.i fery as ell as at e.e-.< - u. e w.-. d '. * ~.~. o ' ~..".e a ~ p. '. a.' "" s '. a e ~. a.'.' ' **e.e p"' .e..~.a~ A.C '. ' '.: M, a s "- e.'.' as a..: d. . r. a w ".'. ' c.. a.'.ev"'.a e...e a" e '-] k.. e.d. s e..-.. s ~ i.,. e sa.. .1.,.,

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• he frec.uency cf testin7 will be two specimens taken

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w...a.. e.. .e ..u sound filler metal is present a-both ends of the sleeve and 3: the ::p hele. -a c.u...e*AeA -.'.t.,. . 4..T.' be 4 .a..Tn 4..s rd., c- .. a .. ale,3 3 e s. e c-.. a 2 n e. a w 4s. .... 27 j -w. w C t u.. e. .J. a.a g, e ;,..c 4 w eC.. .a ? n a j.a.e. 4 n.,. %.. e y 4. a..s.1 4 ".s re C *. #..~ "........a s'a a'.' be. 3.. d v"....' "y 3' u_- y 't e '.

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.e,. ,a Cs. 4..Cn, 4 s. ...w 4 v.. f ba. s.<.e 4..a. 3.,me ..c .. a w .a.. 4 cut of the firs: 100 splices l: 3 cut of the nex: 100 splices 2 out vf the nex: and subsequen: units of 100 splices I.' a..v, v.' '. e s a-r.' e d s p.'.' e s ' a.". o e *. *' e. e 3u ' - a..' '.4_-"__ . e.. s.'.' e a-.. e r. 3..'., u a thorcugh investi3ation will bg made to determine the causc and ex:ent of the d e.' = c. '. ". e a r '.' e e s ". e. -. e u.- -..'....'.. ~.. '......".ec.-'u-..*-...-'.s. =. o r - *..*..'.'. '.. g - = e.' o ' s '.. e ".~'. '. ' a d '....' a. 1o, ~r s p.' ' ~ e a- '. '. '. '

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a e in acecrdance wi:h ACI 313-63, Chapter 3. Splices at peints of maximum tensile ... c s.. < i., w .e a.,.o. e. .m a.2. e..... =-,.i 4, e3 s. 4 3 3

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C r.. e ' n s ' a e '..'... =. ' C.-..-. e. e C -~- a~ ~.. a c. '.-.. - Ae.'.- o.'- n.. .-3 cedures and welders will be qualified :o AWS standards referenced :herein. Material purchased will be required :: have =111 tes: reper:.na'yses af carben, phesphorus su.,;.nur anc =anganese :cr eac.a nect c:. c a t e r,.a., an., must also mee: .: e r x.. - 4. a.,.,s.._ .,-.a..e e...s ,c .a..e ag p..'.-b l6.AS..M. ..c 3 w e.' '... a.'.-... ? .a.u m d. o; a m sampling and tes ting will be made of =aterials as received :o assure that they .u.e _e .x. n< a_, ., s,...a.4.e e,..... .g..i _ea.. -._,rie.e. ..,4;s.a..,., ue 4 sye.e.' . s visually fo r cracks, inadequate sice and other visible defects. There will be no <- a. e..s...e.,><,..,,.-; .,i...:o... c. .v....

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