ML19329E880: Difference between revisions
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lllBC-131 Ill 4 | lllBC-131 Ill 4 | ||
_1.616 7 'L Rev.._1 E-hie 061 ' | _1.616 7 'L Rev.._1 E-hie 061 ' | ||
__l3.-lllllC_:316_: | __l3.-lllllC_:316_:))1 1-616-7-10 R e v,._) E-ME-061 - 's' !- | ||
_16-llIBC423.III 1. 616 6 6-_R e v. 1 E-M E.086 | _16-llIBC423.III 1. 616 6 6-_R e v. 1 E-M E.086 | ||
__f 31_Entslia s q Qrsigr_]2g0 .M- 106Ag, R ev m 2,_J.t.cip A states _in_part 2 _"Earts list s renuired shallsontain the | __f 31_Entslia s q Qrsigr_]2g0 .M- 106Ag, R ev m 2,_J.t.cip A states _in_part 2 _"Earts list s renuired shallsontain the | ||
| Line 1,598: | Line 1,598: | ||
i Copies to File: 0274, C-2300, C-38 PR ..an Arbor | i Copies to File: 0274, C-2300, C-38 PR ..an Arbor | ||
,'.' 6 J. Connolly 'j / , | ,'.' 6 J. Connolly 'j / , | ||
((*,'"* 60'L' ' /4 gj-:./ l'' | |||
/ . | / . | ||
| Line 2,040: | Line 2,040: | ||
II/A ,,, il/A n,,o,. H/A Construction ll/A II/A N/A r/ H it. Inspection l's teria , , . . N/A i n. asus aurnonizen i 3. sarvcu avracuco 14. Discovered Dusisig 15. Equip Furnished Br O Ovu G" Mo wG_ Q ser c D oin c ee | II/A ,,, il/A n,,o,. H/A Construction ll/A II/A N/A r/ H it. Inspection l's teria , , . . N/A i n. asus aurnonizen i 3. sarvcu avracuco 14. Discovered Dusisig 15. Equip Furnished Br O Ovu G" Mo wG_ Q ser c D oin c ee | ||
: 16. Noaconform*no cond.i.on: | : 16. Noaconform*no cond.i.on: | ||
ao. f | ao. f))[s*"T2a" CPirc:c G o ast O vasi | ||
: 24. Disposition Concunen.:e Octicar Ocas p'o | : 24. Disposition Concunen.:e Octicar Ocas p'o | ||
,g 3 each way on 12" centers. Contrary to this requirement the spacing at Elev. 576'-0" on D Line 8' east of 6.6 has a spacing oft 24" in two locations. 1 Iloid Tag Applied. /[M Mm Y-s- 7 ) ' f | ,g 3 each way on 12" centers. Contrary to this requirement the spacing at Elev. 576'-0" on D Line 8' east of 6.6 has a spacing oft 24" in two locations. 1 Iloid Tag Applied. /[M Mm Y-s- 7 ) ' f | ||
| Line 2,665: | Line 2,665: | ||
II. Inspecison Canissia en uo EJj _1 ea. asus muinowszEo i s. sweTcu ayy,.cuto 14. Descovered Dusing 15. Equip f usnimi.ed By | II. Inspecison Canissia en uo EJj _1 ea. asus muinowszEo i s. sweTcu ayy,.cuto 14. Descovered Dusing 15. Equip f usnimi.ed By | ||
, omG Qserc O.arasa ao- E 'i 3 6 " | , omG Qserc O.arasa ao- E 'i 3 6 " | ||
f l'vIs"3 | f l'vIs"3((o" C * '' O Quac:c_Qcoasr_Q vesi Oc'erav Ocrec Grto | ||
__16.Nonconforming Cand e.on: 24. D.spoution Concussance h G Pull Boxes are to be mounted per Drawing E-536, Rev.11, 4h-UsE As aso' > , | __16.Nonconforming Cand e.on: 24. D.spoution Concussance h G Pull Boxes are to be mounted per Drawing E-536, Rev.11, 4h-UsE As aso' > , | ||
Fe s w o H M e4 E J E C T HLPA8H Contrary to the above, the followgg Pull Boxes are mounted with incorrect _ p.ws::>g . /; | Fe s w o H M e4 E J E C T HLPA8H Contrary to the above, the followgg Pull Boxes are mounted with incorrect _ p.ws::>g . /; | ||
| Line 3,113: | Line 3,113: | ||
1 I | 1 I | ||
: 26. Op Acceptance | : 26. Op Acceptance | ||
_, _[f | _, _[f((OW [-f 4* 9'' Y QC ENGaNEEH oATE | ||
. /A UTHOH83EO 4HsrECTOst c | . /A UTHOH83EO 4HsrECTOst c | ||
| Line 5,482: | Line 5,482: | ||
P.O. Os Spes P4o. 7. Seei.: too. S. Haplaceraens Paen c. | P.O. Os Spes P4o. 7. Seei.: too. S. Haplaceraens Paen c. | ||
: 6. ,,, | : 6. ,,, | ||
j II/A Pf N ,,,1l | j II/A Pf N ,,,1l(( ug w _ Illa di/A_ Construction II/A | ||
!i/A 15.Eie.p F=ene.Asd 8s ti. sosp.<s.oa Cestena ,, | !i/A 15.Eie.p F=ene.Asd 8s ti. sosp.<s.oa Cestena ,, | ||
N[d (.igo. pg l'a nsa s avu noses a s o e3 Ens tcu av v Acesso 14. Dencovesad Duseas | N[d (.igo. pg l'a nsa s avu noses a s o e3 Ens tcu av v Acesso 14. Dencovesad Duseas | ||
| Line 5,601: | Line 5,601: | ||
" ' * " " " ' * " ' " " * " ' ' , e' f j ..','v,4/'t. /.ts ., C y i -E,.. c.E .... | " ' * " " " ' * " ' " " * " ' ' , e' f j ..','v,4/'t. /.ts ., C y i -E,.. c.E .... | ||
4- | 4- | ||
- g | - g (( f %g g' is Ehown on Ihig. C-152, nev.1, at a. location 29'-11" east or "6.6" line. contrary to this, due to the "As Built" location of the doorway (sketch attached), there is gyApg T | ||
as Ci FIE LG Eh(.es4CE se e, LIB 5 - g . -l 7 OATE 3" clear cover to rebar on west side and 0" clear cover on' cast sido or door | as Ci FIE LG Eh(.es4CE se e, LIB 5 - g . -l 7 OATE 3" clear cover to rebar on west side and 0" clear cover on' cast sido or door | ||
-s 3 p - 7 'l_ | -s 3 p - 7 'l_ | ||
Latest revision as of 23:44, 15 March 2020
| ML19329E880 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 05/31/1977 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19329E878 | List: |
| References | |
| NUDOCS 8006180712 | |
| Download: ML19329E880 (198) | |
Text
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P_ntshase Oriler._'lM0di- 106AG_R3m],_ Documentation Submittal. Pa ra. 2, states in pa rt:
. "Allancincering documenta ma rked in_ column 5 of Form G-321-D must be submitted for Buyer approval. 'Th o s e
, , engineering documents marked Yes in column 5 require approval prior to commencement of fabrication. "
_ Cont rary to the above, the Quality Documentation for the hangers show that they were fabricated to sketches that had_a Dechtel approval level 4 "Not approved - Correct and resubmit. " Cont. on Pg. 2 u **
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. Correctea armrina revisione
_theseJrauinas_ hadj 2cen_anernved code 2 or i l inher._.(see table belou). The drawinL_ received _rrm _ vendor _ clearing revisiops shown in Block 19 vere simultaneously resubmitted for final Dechtel appro- __iten 2 hut _necessLtates'eddi-val and issued for fabrication. Eachdrawingwasthendisapproved(continued) _tional_.itecL3 - i u . c. u ...c o..,o....o (Con. 'u.m t Pg l1 i ;
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NONCONFOflMANCE flEPORT (CONT'D) ..
.a r ?._or d./ 9/ n/N '... ci.'. '..-_4500 .:- ~*^. 1
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_.Dlock.19 Continued Y
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_Ilanger MK# Drawing
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Shon Order - lllBC-131 Ill 4 _1.616 7 'L Rev.._1 E-hie 061 ' __l3.-lllllC_:316_:))1 1-616-7-10 R e v,._) E-ME-061 - 's' !- _16-llIBC423.III 1. 616 6 6-_R e v. 1 E-M E.086 __f 31_Entslia s q Qrsigr_]2g0 .M- 106Ag, R ev m 2,_J.t.cip A states _in_part 2 _"Earts list s renuired shallsontain the _name.aod number.oLevery-parLfor_tha erluipmentand.its. auxiliaries including.alrawingsin_sufficienLdutail _to_ locate and identify _cach part. "
,' Contrary _lo__!he above. the G-321-D for this_slijpnlent references the packina list as the traceable docurpent. -
'- The_ packing. list does_not agree with_the. drawings.sent_with.the_sbipmenton the_following_ listed _hangeipipe
,_suppo rt assemblies.
Packing Li.st D_yvgs sent with Ilanger Number IIangs r Dwgs Referenced Shipment Number Shipping Order _2:411:4 .31_Rev._1 Rsv. 2 3-2 ECD 2ti:II3 ' E ME 0.36 _1= 610 = 6 - 10_R e v._0 R ev._1 10 lECB 35-H10 E. hie.048 _1:610 - 6 :20_ Rey, O Iggy,_1 10-LEC n-22-1117 " -
-.1.610 6 2 6 .R e v.__D_ Rev.1 10-1EC B =4 2.- H1 "
j _12610-4:6 _.. R e v 0 R ev..1 IQ:lEGB:.34:II6 E-l.iE=.Q5 6 f _1:610:4 -ll.. . R e v. _D _Rev. I .______ __ _.-- .10:l ECll:34:lill " _1 610 14. . R e v._0 , Rev 1 6-lFCD 36-II2 " _l:610 2 2._R e y, O R ev. I 10-lEC fl-19:lll4 " I l- 616 1 Rev. O Rev.I 18-III B C-13 3 -Ill E-M E-O' 61 ; 2 - 6111-1:6__R e v._2 Rsv. 3 10:2ECI)._34:II6 E - u E=.065 i 2 - 611 2 Rev,3 R ev. 2 (Sheet 2) 10-2 F C B- 3 5 -ji2 E-ME-090 j i _ _ _ . _ . _ _ __ _ _ _ _ _ _ _ . _ . _ . . _ _ . - - - . _ - . --.__ ._ _ , , .m ---. _ _.-- _ _ _ _. _
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_af.te r_the_ vendor.J1ad_i ni.tl a ted_fAad l ca ti on for these .hange rs . These hangers n are to be received h accordance with ~ j the hanger drawings listed below: . [ Ilanqer llark !!o. llanoer Sketch flo, Approval Code -l
. 10-1110C _131.-111 1-616-7-5' Rey. 0 (Sub 1) 1 .;_
. 12-1118C-316-Il1 1-616-7-10 Rev. 0 (Sub 1) 2 16:1110C-123:112_. _J:fi16:fi:6.Rev._(LISulLl) 2 P_roject-en9incering'slialTintitugt tlE Vendor to provide _tho' fiWTdTiiih additional hanger snaterial-as requifed to instalLthe-hangers ~ in~ accordance-wi th_.the_1atest-approved drawingsr-.-The latest _ drawing-should-indicate -. l specific:nodifications to_he:Perfonned1LihcMield; U5b;.I /2d i
Item ?- The materialsupervisor_.is._to contact the vendor and re. guest a correction to the_ packing list which _i nd i c a t CS__the._a Dp.1 i Galll e__il raw i nfl Ielis j on n unbe rs . I
~~~~~ '
U. /, k O' Item 3a and 3bl: Route to Project Engineering for resolution. Item 3b2: Route to project Engineering for resolution. Field suggests a "use as is" disposition provided a revised drawing and the necessary ilDE results are submitted to the field. If 'IDE results are required but have not been perfonaed by the vendor, Project Engineering shall instruct the field to. perfony the, applicable ilDE. d.-i -R. </:Jb E-/ # t
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__ Item _3A .___ Purchase _9tdcr_1220dd-LO6.AL_.Rgy , 3,j)ggumentati_gn Submittal Para. 2 states in_part; "AI Lengineering. 'i-documents _ marked _in_cGlump 5 of Form 11-331-D must_bc_ submitted _forJluyer_anDrsoxa1._ Those .snaineering__ documents _Marhed_yes_lD_Cglump 5 requirg_apptgyaLnplor to comqqncemgDt_ of fabrication." Contrary to , thg. above,_llanger assembiv 10-1FCB-19-lil ls shipped under shop order E-l.1E-O_j6; (Sketch 1-610 1-22 Rev. 1)- 4 dogs _not_have a Bechtel approval. Drauing approval le els have been established for sketches ,
}:6101-22..Bev 4 a O & 2 but no approval level uns, granted for Rev.1. '
. _._Iten_3!!, Purchase Order 'L220-11-106AC,_Rev. 3 Item A states in part: " Parts lists required shall conte.in the 3 ,
- na re and r. umber of eve _ry part for the equipment and its auxiliari_es including drauings in sufficient .
_d_Ptail_19_ locate end identify each part. 7
~4Bl._._ Contrary _to_the_nbQve JIGnger_Essemh]y_6:lECil-36dl2._ shipped _under_shoparder E-IfE-056_(Stetch {-
1 610 3-116 Rev. 1) has tuo approved Rev. I sketches. It is therefore indeterminate which sketch 6 t 9_inaroc kt he_hnnee r_a s s emb l y_t o . ;. i
'4B2 Contrary _to the_above._the_follouing_ figure _21Lpipe_cInsp_nas_ delivered _to_the_Jobsite nM does D9t..sgnform to the IGM ann 11 cable sket_ghes Bill of flaterial, This clamo was dellygrgf1_as a figur24fX .2]LDIDc_clamnand_the..c.lamn. delivered _uns_n_ficure_21L elamp_uitit_ flat h" u-"
velded inside the clamp to conform with_OJ._ requirements of the applicable sketch. See , attgghment A. l.langer !!K Sketch Shon Order
._ ___3:2FCD:2P. -H3 2: 611 1.-31 1 llev_'> E=ME=036
/
_._l!9DC90f9r~anta_Dgtgd during receipt ingpection. "Q" number is 3.102.6 II91d_UCDdlDC_flhaldiSDOSitiDn._ _ _ (n__._ ___ hold tagg_ app}}cd.
/ T h)70) W P '/bJ kl}y}&.u-dh.? ?-33l76 _ _ _ _ _ _ _ _ _ _
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g77)(H/4EA/7 A A'fA Y O ' if Y' ig.draunc sch ar'd sway supprcssor . '.., sviay strut ass mbly: .f 1, . . . , , M. , , I ,. .'.- C-C (* 3 /2 ADJUSIMt.NT)
- fig. 211 -HEAR BRACKET .' i g)
-A smnvots enver s
- E ,.a-ROD END \L.H.).
)L'.itwd:D TO .ler) fir: -n-ROD Et:0 (R.H.) ~ '~ ~ '
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###6sFE 2// C.'A n d . _ _ , -EXTEMSION PlECE 8'7k' ' ' W~ -- -- - O W/ rs,o ' ~ ~ ~
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4/Nre,9 y eton e /Nsser l ,Q', Q. . ' . . . - - - . . > -Hj z 7^E CLA n f> T o (can+.," l GREASE FITTING
-T lY . PIPE CLAMP 3
' p-F I tem:ts sivo) 70 TP &~ AG IfGl? suorimwr.5 y w
F g maximum recommended load: 33,500 lbs. F R-T , ,l service:Used to restrain movement of piping in one . direction while providing for movement due to ther- g q mal expansion or contraction in another direction. l , ..f@, r l. a, $ . '. how to site: i a !!
- 1. Select size consistent with max. load to be restrained. . OPTION I OPT 10N 2 (;)
- 2. Determine distance from structural steel to cen- .--
ter of pipe and subtract f rom it, pipe clamp take j# '% out (dim E) for pipe size bein:: restrained and ._], {~b, rear bracket (dim A) for size selected. This will ' BAI M 'I .,
/f li give required C to C dimension. Check to be A_ 9 within limits of min. and max. C-C dimension _ _ .2 - ,, 4/Nf '6 L'#gf 01 L'I :
listed for size selected. . 4 To W. - f' 3. Determine W dimension by subtracting (2 times ~
. T i dimension F) from C-C dimension. ~
//.:'o#s eff installation: Shipped assembled. Securely fasten r m ... e bracket to structure, make necessary adjustment in overall lengtn, and fasten clamp to pipe. 3, ]",y%" $~,y~ Q"ad $"ud O'D' di"' d ** d "' u **
maintenance: Ball bushings should be greased semi annually throup fittings provided. UP To 4% 7 7% - - 4M-4% 7% t% - - features: 4% - SM 7M en - - ,
. E!!ective under either tensile or ccmpressive, ,sig,. E'X. en to Ic nu force. sM s'X. su 11 % 11 % 12 %
ex ic'n ic% 12n 32 % ___.j e g Provides 3M inches of lield adjustment in either direction. IcM .22W. 11 % 13 4 13 % isu nh .34% 12 % lin 14M n ordering: Specify figure number, assembly s.ize, un .1cm 13M nu 15M nn name, option number if other than standard con- HM uM HM HM un W 1sg figuration is required,on nominal pipe size or spe- 18% .2c4 15 4 17M 17 % cial O.D., clamp material (alloy or carton steel) and ten .2tm ten Is% 1su 21M
,"W" dim ension. 24% .s:5 nX n 3 n
- 6. 24 2W 2W, 2m dimensions (inches) - load (los) red ..
ommbly ma s. end min. sia e lead diam. A C-C D D, T N R s "l" 1 8000 1% 2M 20 % (M 2% s 3, IM IM .533 2 11.C33 1M 2M 21M 4M 2M 5M 1M IM 3 3M 2 l'& 3.247 3 15.700 IX 3% 23 % sM EM 3 4 20.7CD 2 '3% 24M SM 3% C% 2 l'M 1.245 s 27.200 2% 4 28 % EM 4% 7 1% 2% 2 1.4 s
'E 33.s00 28 5 23 7% SM EM IM 3 2% ,
max. c c = no- l t : ;:h-137 , l l 1 1
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, . Block _f 22_(Continued)
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.-I **=-l- ._E. . _lj 15_? - 5 _ ".= . ! , "lisi,. c s-4 e" : Sli -- L.- 616-7_Uh-D;v . ! .J sj si i;__Mc-Ru ._Lhen--o rder-E-Eli-3 fG-3 mhit*h ' 12.L_76b6kr-1-616-6--6 _-Held:Eu=tmek=t*_-con 1 fe m=to-the-eequir ee.en te-e nd-engineeeles-coenm f-ne--- ,
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.I t em 34 . _Sk._1:610:_4:2 2._Bev._1._va s_never_is sued _by_Crinnel;_ Suh._2..uas_1ssued_as_ Rev.__2;_therefare ,_accep t _as_is.
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. Item 3B1 __Sk._1:610:4:14. tvo Rev l'.a..uere_1ssued due_to_a_draf ting _crrar __ Accept _ the_latestAnf_the_tua_Ecu 1's.
_I t e m 3n2. _._The_ d 211_ sway _ s trut_vi tit flo t_ba r_ liners _ weld ed _insid e_the_ pipe _ clamps _are_s tandard_ component __it- - _Sec_a t t ached _ Grinnel_ TUX _GTB11:334.J2:25-7 7) ._Therefore ,_ Sk._2:611=4=3 L ,_ Rev. 2,_"use as_is" _ , J k&dD .a - zt.- 7 7 l
. p _- I ? \g__._. I n lff$r/$'.-/ $s a.tl E s Ps? I R-3-77 I t ern 1: These hanger assemblies shall be reworked, as necessarty, to conform to the requirements of the following hanger detail sketches: 1-616-7-5, Rev 2 (Sub 3) - Approval Status 1 1-616-7-10, Rev 3 (Sub 4) - Approval Status 1 1-616-6-6, Rev 2 (Sub 3) - Approval Status 1 Upon completion of work, all engineering requiretacnts are met. ,
Item 3: Disposition. remains the's.ame as given above (dated 3-3-77). [ -
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- 24. DispoHeion Concorence 24. Despositeun Concuse sace 24. Desposition Concues once 8'" 8'"
" IEen 1 (See page 6) f tE WOtt K HE JE C E HEPARH USE AS IS ft E WO H K ft E J E C T REPA4R USE AS 45 nEWOHK 81E J E C T REP AeH l USE AS 8S
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- PROJECT Et4Gir4ELH DATE yC'Ot4SJHffem. 4v +sn Spit DATE
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'AUTHOHetE D st4 SPEC TOH f- DATE W13 AUTitOltl2C D GNSPECTO.4 DATE AUTetOHt2E O er4SPECTOft DATE
- 24. Despos.teon Concurrence 24. Onposition Concurrence 24. Disposition Concussence Item item linen ft E WOH K HE JE CT RE P AIR USE AS aS HEWOHK itE JE C T ftE P Allt USE AS IS HEWORK HE JE CT HEPAls USE AS sS
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Onn8t. Pg 9 ~~M" dG U I M *D \ - sb f,
- 17. R <a Daio 1{. hJaed Dy ,/ Dane 25. Disposisson Besules g' Ls u.ho ){ Dp' the u '780 -7/. Y.Wi.D W $ i l 9'EO'X: y
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22. 7.].pgg gaenei..e Daeum'oa IXI {'{'j " " ' ' "'"' " "" ' " "' " "' '"wrsemnentT '" ' " ' " "" ' ' ' "" 'ig'j g~ g j' ,/ j 9'f-a l! (1) Route to Project Engineering to verify that the maximum design.pmssutt-of any Piping '
/ 'k ' m, ,, ,._ , ,A_f [m 7 T
Class or Line does not exceed 800*F. If so, stress-rupture testing in accordance /N7r j
,;g(jA//f /'
f, with para.7.2.1 of SA-453,- ASME Section Ild471 Edition with Addenda through $ sf/...</ s Sumer 1973 is not required.(ZProcurement_ Sui;ervisnr_t _ohtaitt cone sirjening_ test > //.Y' 6-b 7 reports for items 3, 5, 7. 9dl and 13.*XIf.bmen, _ E be dLSL sc M ~1(U f.
- 23. Psogect Esigneenng Onpoin:on ,
l DRSign_CondlElobE_.fRLRlulDILlines ate _glyen in the Piping Class Summary Sheets, j
' Dwg. 7220-II-480(Q) "d the Piping Class Stiects, Dwg. 7220-H-481. No line of any 4 piping . Class has a design temperature in exc ss of 800 F. [h;.e., ,u i ,, _
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flONCONFORMANC,E HEf ORT (CONT'D) . .. _2_o,_h_ J '. . ca
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_ Order 11a iia IIo *
- 1) _104040 61372_ MI670lO__6_ fE3/4"X$"_s tud__ SA!;$3_G r660 . ASMB . code ,_ Sec tion _II ,._1971_ Edition _t hru_Sur:ser 6
1973_ Addenda,_ Spec SA_l 6 53,_ Para _7.2d__statase
* "Requirementa - The_materiaLshalLconfom ta_the___
a t re an--rup ture__requi remen t a _in_ Table _h_fo r_d es isn_ 1 temperature _above_BQQ F."__S.bh$3.._ Paral 3.l_atatest l
"The _ produce r t a _ cortifica tion _that_the_materi ni uan_
manu fa c tu ret and_t e s t e Liniac c o rdanc e_ th_this
", specification together with a report oi' .e test ,__
__ resulta_chall_ba_ furnished _at the_11me_of_ ship' t.l! ! Con trary__to_tha_above , _th a_Certifi e d _Hatera Test Iteport_ doca _no t_includa_tha_results_of_tha_S. res a-Rup ture_ Tea t .__De s i gn_tempe ra t ure_o f_ nip ing_cl a s a_la __ above_B00 E.per_l'ining_Clana_Shest - Drawing 7220-M:h0L_Rev ._S. l l
- 2) _10327$ fal 377_EP-70ll=$ _16_ll"X81" s tuda_S Ah53_G r660 Sama_na_1.- - ;
l
- 3) _10327$ 61377 HP-70ll=$_32 1{"nuta Mil 9h_Br6 _ _ ASMS . Coda , _ Sec ti on_III ,_1971.Edi tion _thra_Summe r 1973. Adderada, . Para. lfB:2130 states._in_part __ "The :
___ Ma t e ri aLHanu fa c t u re ra C e rt i fie d_ Ma t e riala_Tc s t _I?cro r t for_ ma t e rial a _ d e p i cn at e Li n _ lill--2121 (a )_ and_vnldi ng___ ___._ and _brazi ng_ma te ri al a_ uha'lLinclude_c c rt i fied_reporta j of_ the _ac t ual_ re unl t a _ o f_ alLre quire d_chemic alan aly ais , i m echanic al_ic a t a ,_examinationa_(including _ radiographs
. &_ film)_anLotherdest. - "-
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Texan _Ilt. Ttem Part _ Qiy. Ilater.ial lia t._3Dec. Doncoafonnanca _ Order _Ho lia fin Contrary _ta_the _ above ,_the_ Certified 11aterial_._ , Tea t_ Report _ doca _no t_ include t he_resulta_of_Wa_C6na I Strivning_Tast-h) __103275 61378.m=7011=6_16_1-1/8"X71" stud _sA53 Gr666 m ma as_1
- 5) ,
__103275 613785=7011=fL321.1/B"nuta SA-19h_Gr6 Rame_aa_3-
- 6) ' _103275 61379_le=7011=L16_l:1/c"n1=3/h"_SAh53_or660 Same.aa 1-studs
- 7) 103275 61379 R =7011-7_32 1-1/D"mtts SA-19h Gr6 mmn to 3_
- 8) _.103275 61383 am-7012m2_34_1=1/8"x7 A"s tud _SAh 53. G r660 Same..an_l m
'9) ._.103275 61363R 7012rL68 1.-1/8"nu ts SA_19h G M Same_na_3
- 10) _103275 61393m._701h_6_16__11"x81studa__.SAh53 Dr660 Sama as 1- [
t
- 11) _103275- 61393 e =701h 6_32 .11."nuta 3A -19h Gr6_ Same_as_3 !
- 12) _lo3275__6139h E=701h =7_36_1=1/8 "X7} "s tud _SAh 53_G r660 Hame._as_l-
_3) _203275 61394 R=701h=7_72___lel/8" nut s _S A-19h _ G r i Rame_aa_3 I
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TJONCOfJFORMANCE REPORT . f
- t. e. ..c raam. June tJa. 19.
622 20. y *'Qy 'h! t!!dland Project . n.. 7220 4. 5. seem tocasiaa Aux. Bldg. M// !
- 2. u. iw 3.
Du-.as/p- .w..#fg e g, si.m D.x.ipiio. 1&2 C-233 5 UF 24 x 94 (1]Dllli) Elev. 584'
- 7. sesian tio. a. n.p4c.o.a ea
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, ,, n o i n.
15.Equigr g
, pows g)secc Oorucu e. o. AISC e 3 2 769 g'",,5"c m"g"'f" O v == Da O scg pconst QissilOcud Edc Or'o g is. raon ons ,.s cond.i.on: ##' U""" " #*"'""*"'*
h MM M M de d W G L6 kwu newona nsaacy p a ra ue usc as as _C & D lines) has a crac in the web G the re-entrant corner. The crack is . completely across the bottom face of the web, and is 1" plus up one side and n:[([meM'h,2g'./7,c I PRoA 1 FeELo ENGINEER o A1E 1/2" up the other side of the web. One hold tags app 1ted. Q-List #1.201. IIold . g 4 ' for Engineering Disposition. I . nanectnuasneenJ/g- f.p . gf -3/-/(. ;
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{ AUTenoH62 Eo HsPECToM oATE
- 17. Heported By D.ie 18 Das. _ ._ . 25. Dispousion n.a,t[ ,
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- 22. dr..idto........eDagoui.oa Orac'o t aciac="< a cco== c *pa o o'5roso' va raoacc' <aciat o a'ac 2g_.ai> p.tgieA'. A M O*icaa The defect mentioned above is not a crack but is a cut, made during fabrication, /;e/# e 3ja 2 vf/4 ',
that extends past the point of tangency of a re-entrant corner. This cut will te # %f 7 repaired in accordance wi th-6'd5-Structurn-1;--Section-SrS-of-Specif-ication-G-Ohgra _ fechtel ' 3 P. ajeet-Engineering-oppreved--GeneraMielding-Standarde. .. '/h/.m a a A. [5EE PT=GE '2.) m .. d. 62 N. - / :- /, n /)0
- 23. ' Psojecs Enya.cser.g Dapousion ( I
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** ! NONCONFORMANCE REPORT
- 1. Peoiect Name Jute No. 19. 20. - 1%4 )
No. 627 P... _1_o _'2/</ Hidland _7220 6. Item 8 >cas' Co i e
- 2. Un.stsj 3. Drawins/P.se No. How 4. Itsen Descsiption .
- r. ~ ..w s_1 '.1sa.a.s a cL c.{ QOk .i v
._1.ux111ary_Blds _ _See_B1'ock_16
- 8. Reptocemens Paes ti/A Strugtural._ Steel - Beams Aiut.cWhlicid_krM.cs E P.O. G.-Sp _H 7. Senal No. 3,, S. So.uce 10. Consressos/Suppt.ee "c ""- ___ Suppl ier Tngalla_ Iron _ Works 7220:C-30A0_Bev 8 Sce_ Block _16 ll. Impestion Cntee.a en ,,o ""_S/1 D l,0Q:j48Q s a. As**c AuTHoNIZ h o
- 43. =HcTCH ATTAcHro 14. D.scoveerd Dunne 15. ciauip fu'ni$la*d Bt
_ _ Qi ws ,Q mecc p.2Tuca uo. C-3b_MeV 7 O v"Is' eo Ovc= 10 " 0 cc:c Ocousr Q Tc=> OcucuvQcus Qeco_
- 16. Nonconform.nig ConJas.en 24. D.spon. tion Con 6ussence JLmerican_Wel d i n g_S tand a rd _D1b 72, _Sec tion _3,__ Para _3. 2. lt_utat e e t___ :
u s w o n es u r a c c i __ acemen use as as aRarentrant _cornera. except_for_the_cornera_of_ veld _acocaa_ cope _holos_ adjacent _to.a_ _ . 'm
._fiange. ihn11 ba_ fillet ed_t o _a _rgdiua_o f_not _lc a s _than 3_in.__for_ bu11dinga_ and_.t ubula2 sud /
retoscC) ocLo tug 8accn _Y> ATc (//f: I _s tracturea .and .3/14.ln._for_bridgen._ _The_ fillet _and._ita_ adjacent _cuta_shall_ meet _with: ur. - c A' /L h 4 _cu L o ffse t or_ cut ti ng pas t._t he _poin t_ o f_t angel.ay. " Contrary _to_the_above,_Beama l{m,.unfy mc.uce ni.f.<'2'>'*d M.
. - d - C- l'p. W arc g' l:51 B5fLhava_copea_ /,aqu;cr consTu oc cua.'ucen j p o Tc j l 3f 9R13D;_ Jl427MD,_3142B3"lD',._3142H38D, , 3142B39D;_.3}42Bl4 2D;_.31:2 Ell:D_and i 4 5,
, auTHouezco suseccion oaTc ,
6 7 _ Cnn't Pg. 2 Date ,.
- 25. D.spousion nesults
*/il. t *c.<;
IFyRepoetedyvjf. 12-U-76 _V1 S. , .thte Y8 i /Y A,'C 'M- Y] D.iel2--S
- fl
- n. Rooi.n, y yo e sci o cac ucca.uc o',<2pytusaseccirvi 7../ j;
- 22. 6 t.ela ene.n...ina o..pmenoa 0"c'o ca< sacc a'ac a cco*'="ac a a'5rasir' ora raa'cc' ca6'acca' 5 I ~ '
The cuts as mentioned will be rep ~ aired in accordance withlS-St
- - ----- ~ -"----
d' Erica r-uetue% u.3,-~See
~~ ep Fxxsd t-iert A'fl?/ /IId h6 cqrcrycl<rw.)b.77'5
,..,,a. 4 c: eeGen c, m2, pJ -pet}, Lee ~ htcl's ."mjeet:-Engineer-ing_oppeeved-GeneraMleldine
__ lx> a. Fle lhipMmo/1
-St6edaeds. For minor cuts, if af ter defect is removed and the re-entrant corner is ,
in accordance with Dechtel Inter.0ffice Memo BEBC-1243, weltling need not be done. f lILb e.i .d >
~~;& u n L . i - V 77 .,/,' , c .g , yg g,, [ ,,. -[Qa f j*p,g'.L g_g_y ,
- 23. e,oieci ene.ceenns D. pouiion' (,/,f U s./ u . N o. 4
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..- Bechtel Associates Professional Corporation * ~ '
TELECOPY . - Inter.ofhce Mentorandum .*.
~, BEEC-1243 -- -~ * :
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To J. F. Newgen Date October 6, 19 7 .,',' - -" - " i, l
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Subject !!idland riant Units 1 & 2 From R. ' ::asticberry , I. i , Job 7220 ,, C-38 Uork - Auxiliary Bldg. Of Engineeung **!'~' " " . ' " . ' " " .', J TM.
' g Structural Steci ... '
i Copies to File: 0274, C-2300, C-38 PR ..an Arbor
,'.' 6 J. Connolly 'j / ,
((*,'"* 60'L' ' /4 gj-:./ l
/ .
Reference:
TWX from J. Newgen to R. L. Casticberry dated 9-30-76. . .', ,,
's ,
Require =ent of at least 1/2" radius at re-entrant corners per Section 1.23.2 of AISC specifications, is pri=arily to avoid If concentration of stresses at corners which are subjected to substantial stresses. Flange or web copes previded at the , ends of simply supported beams, without the minimu: 1/2" radius, , vill not result in overstressing of beam or the end connection. .'- Also please see the attached copy of Ingalls' telegra: regarding the above subject. Engineering asserts that the reported variatien in radius, at the - beam copes, is acceptable. ' ( .,4;7 -) i' e' L-p W ,e , ...
/'R. L. Castleberry , ,
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- OF A PREVIOUSLY. PHONE-DELIVERED TELEGRAM .
. ),f ' l rt ht.CEtur.SUMERS P O ' 8 E -
R' C0i'PA.NY PIDLAND HICHIGAil PROJECs , ,
. i ' 2 2.0. C .
AC . PtJP1FU V A R I A T I n.'. s t h HAlell FDP BEAN WER COPts DO Nr)T EFFECT TkE
. p g s.i, T a u~.THE E'.0 Cot.t;ECTION bF REAM 4EBS DDE 10 t.HPLE tlFAH WEB , f / .. . g, .
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;Y m NONCONFORMANCE HEPORT
- 3. Peoseca Name Juh No. 19. 20.
no. 638 p,g , 9 ____l!1dinnd _7220
- 2. Unetts) 3.
- Deaning /Paet (Jo, nw 4. Item Deweeption 5. leem G r ,a[ oca1.ation y ro bs '[ ;
__302_liloCILl6 Sce_Illock 16 II/A nhan_ Fabricated _ Pipe _ Spool Ibseyrill y3 ea
- 6. P.O. oe Spec No. 7. S**ial No. See 8. neplacernent Para S. Souece 10. Conteactos/ Supplies scn 7220-t!10 sA-AC(ILev f f) Block 16 ria II/A aCv a o. Supplier ITT Grinnell - Kernersv111e,_IJ,C.
f t. Inspection Cenesi' en No. _Oec_h10Ch 16 e2. AmE AUTuou8IE3 e s. seccTcu avTacuso 14. Discovered During 15. Equ;p Fuerushed 0y _._.__Oo_wo_. m erc__. W ynga ao_.__._ E P M 7 .
. _ jv r s"~OEo" Oves mao g;anc:o Ocor sr O Tess Occia-T Q<ac Otto ;
I G. Nonconf orming Condisson 24. Disposition Concunence I Soecificat10n_7220-U-201, _Rev 7,_Fara_6.6.1.h_ states _in_part- "For } n e wo n .c ar,rcT u s e a) a use ases _Cd9n_G!acl_Iluglc0r11a33_1__nnd_2_niDing,_ bagged _ silica gel _ desiccant _shall_he '*W J. W d' _ fi nM r_n t !.a c hetLto _the_ In t erio r__s id e_of_the_n ra t e c tive_ca ps . The_numbec_and_ sire of_. __'HL - Pee O J E C 5 IE LO ENG.NE E R b3-77 oAIE , j _hEa_Shellla in_DCCor. dance _With_the_ manufacturer's_reco6mendation_foc_t.ha_ enclosed __ _ . _FHOJEc7 ENGINEEH DATE . _. volume _ o f_ pi pe . _ The _numbe n._of_. baga _us ed _shal.1_ b e _ma rked_ on_the_ ou t sid e_ o f_the_ pi pe . "_b / b >' M -/- N 2 $ PH E cf CO .sT H N G6 H E E R DATE g Contrary to the above. Aux 111Arv Stan.m Svntan IllDc_spon1 s 9Rnn-13 n63h _Lh_(drawing _ __ '.6' -VA
. Al Hone Z l-x -
E u .N sPE C Tom f - CA ") DATE I Con't IL 2
$& / -- = -> - n, D M 9 9d ls sercervi y mp f ft. ;L- ? - 20D(3 $ ,'~' '
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2i. noui.ng
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. o . .. . . m T _. . . . . it v=tzae c:tr ee boen.- (_ b so -b r
< ' i" '-'-7
- 1) Reuork at the jobsite by installing the proper amount of dessicant in spools SAlg- G,M m - :hs f
2 EBB-13Si34-1-4 and 2 EBB-14-S634-1-8.
, W,--
, .,f' >g6_ p _ , .,
7 _2) Return spool 2 EBB-13-S634-1-7 to ITT Grinnell ta_.bg_.nleaned_.and_have dessicant f&en/ h._si aA a -Aewt installed. dis sition for this spool is_" reject". a_g sp..ls 1sd.%3r/-vp Field. engineering W _kjihIT7? 0"'1 A .,6 [k
- W 2ghg-iq. sin -t. 3r ;
- 23. Psoject Engineesing Dispositiort y y /-].7[ ,
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l .).( d , . tJOtJCOfJFORMAf1CE HEPORT ,
- 1. Psaiect PJame Jute tJo. 19. 20.
'3
_l.1dland 1 _ ___Z220
- 2. Usua ts) 3. Drawing /Past tJo. nov 4. Item Description 5. Itent Location ,
Cocunon 7220-C-211 4 Hissing & Broken Rebar Aux. Bld 3., Elev. 584'-r)"
- 6. P.O. Os Spec rio. 7. Ser6,al tJo. 8. naplacement P.are 9. Souece 10. Contractos/ Supplies
- N/A II/A etu N/A ,,,, N/A n,,o,., N/A Construction N/A
- 11. Inspectio i Cnieria ,,,,o. N/A i s. asuc aus%asato is sucrcu avvacuro i4. Discove.ed Du.ing 15. Equip Furnished 8r N/A '" Uves O" howG Osecc Da v a r ri ao.
J 'Us" * "el'r.'o Garc:a pconsT O vnsi
- 16. tioncontosming Candeteon: Occitar Osac %a tem #1: Drawig 722M-202 pmM mtes stato... "Slah dowels R WSPosson hunence ,i nswoux nearcr areann sJ s r a s e s t i to ctatch slab reinforcing unless otherwise noted" and Drawing 7220-C-211 indicates n .
#6 bars 012" spacing each way for slab spacing. Contrary to the above slab dowels p'"c.-" (b '"
'"'a'""f g"2/7/ '" // '
I do not match slab reinforcing in place noted as Item #1 on Page 2. .
' Item #2: (7) Seven broken dowels were found in the same construction joint. These [
'"'g .p 77
^
douels are shown in Section B-B and C-C, Page 3. Remaining dowel projection are //' ' ' ' ' "" " C ' 82^TE I auf non8zc o saseccion oats shown on the attached sketch. 1 IIold Tag App 1}cd. "Q" I.is t #1. 203. Iloid for Eng'g.
- 17. e orted y Date {8 galidated Dy Date U16p 25. Disposition nesults
- 21. Routveg
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Q Tp OTnEHs lseEC8FY[
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I O ^i O F S C Lo E N dI Pd E'E H e r4 G , RE/Alf SA-rt SFAungy
- 22. OrfstJ Engineenng Doposesion O ' ' < ' o c a n'a c c aa s ** = c o a u c '* a r a n' 5 eo 5' r 'o'* T o ra o's c r '* * * "'" a / i,
.y ten.A ery,. .
M i s s i n g an d_ b ro ke n _ L3 rs__t o_ be_ ca dwel de d _o dr.illed_and-grouted as_applicabl'> 9 I GB 77 >I 4 per-project _ civil _. standard details. l?,ed- l ' ! t ' 7 I fl.((>'/ws //lJb 7 n ', V .9 0 _ i
- 23. Project Engineeeing Despousion i
l t t og Acceptage
- 26. $2l'Otf2 St$0l ; '
QC ENGSNEER onTC 1 AUTuoRIICo SHsPECToR
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- CIGN DV DATE CHUCKED DY SHEET NO- -
4 PROJECT _ JOD No. , JUCJECT CALCUL.ATION NO. FILE NO. c
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g NONCONFORMANCE REPORT
- 1. Peoject f4ame Job tio. 19. 20.
No. I Page I_of I Midland - 7220
- 2. Uniitsj 3. Drawmg/Paes No. Rev 4. Item Descsiplian 5. Item Location ,
Common C-220 7 111ssing_ Dowel Aux. Bldgu E1. 576'-0"
- 6. P.O. De Spec No. 7. Senal No. 8. Resila"ement Past 9. Suuece 10. Contractor /Supphes .
II/A ,,, il/A n,,o,. H/A Construction ll/A II/A N/A r/ H it. Inspection l's teria , , . . N/A i n. asus aurnonizen i 3. sarvcu avracuco 14. Discovered Dusisig 15. Equip Furnished Br O Ovu G" Mo wG_ Q ser c D oin c ee
- 16. Noaconform*no cond.i.on:
ao. f))[s*"T2a" CPirc:c G o ast O vasi
- 24. Disposition Concunen.:e Octicar Ocas p'o
,g 3 each way on 12" centers. Contrary to this requirement the spacing at Elev. 576'-0" on D Line 8' east of 6.6 has a spacing oft 24" in two locations. 1 Iloid Tag Applied. /[M Mm Y-s- 7 ) ' f
'"Q" - List #1.203. Iloid for Engineering Dispositon.
onic psfVsucroco Snstej- V-zy-7]_ n .y.Qcc.Nsin oc f aNEEN e s oaTE AUTetoR0rEo 0NsrECToM OATE o Date ,p Date 25. Disposesion Results
- 17. Reposted Dr 18./ Validated Dj
;$./ [.8 ) C [.$J 1/s7/77 .S f fi i e - /-/ 7- / 7 -
- 21. Routing O'To e se Lo escentsania O 40 oT" ras (sr<c'r vi h Field Engineenne bisposition gratto ge.carettusses accomutNuto ossrossroon To resoJECT E hsNEEetING 22.
l This is not a nonconforming condition. The embedded dowels for the roof slab at 1 this elevation required chipping of concrete around each dowel so straighten- i inq of the dowel could be done within the requirements of the spect fication. I s During this operation a dowel was exposed within the 24" space. No, dowels,are j
'i. missing. PI$of 'fh/h? Ce II. N.m Af')l17 _ b iI YYl )
- 23. Peoject Eng.neering Disposition /
I
- i g
,' .s........ f .
na,. I-duTHonazzo ensrccion ~ g_
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I e tJONcOtJFORMAtJCE REPORT . Job r4o. 39. 20. .
- i. P,o,.c tum. *
a- 674 ,,,,1., 1 ;
Midland 7220
- 3. Drawirig/Past rJo. llev 4. Item Description 5. 41em Location
- 2. Unse(si Cornnon C-211 4 Hinstng Douel Aux. Bldg., Elev. 593'- 1" 1
- 6. P.O. Or Spec fJo. 7. Serial fJo. 8. R*placemens Pa's S. Source 10. Contracsos/Suppher li/A li/A Pin _. ll/A or, ll/A no. II/A Construction II/A
- 11. Beispection Crieveia N/A ... .s.a C auTuoa Ico , 3. ...Tcn TT, Coco i4. oisco e,ed oo,ine is. Eq.i ro n.shed av Ov== 3" Oase:c M onsT O T e si Oc'eri.T Ocac M 'o
}.10wc Qsrtc Q Turn no. _ [!A Q s en
- 24. oispos.iion conco...nce is. rJonconto ming cand.iion:
DrwW M&NE Dmn 3 & { ph on M mb h6 q b REWOMK H E sCCT HEPAfft U5E A$ OS
# 6 @ 12" . Contrary to this at Elev. 593'-0" 10' southof@andon5.6Line,the -A X 5 7/)
spacing on the bottora dowels is. 24" at.the above stated location. One lloid Tag pg[ [ __. ,, ,/
-g "Q" List is #1.203, lloid for Engineering Disposition. '/'" """"
~ Applied. -
%o DATE s
a T (T EncongsE sw x_ - I2+7 o4TE scci c.oNSTR QC $ e GNKEH
' AU T HO NSIE D ON5 RECTOR DATE I
- 25. D+sposition Results
- 17. Reposisd Dy Date 18 'Varidaied py' / Date f.by 0 Y$~/ /// 7/7) a !s: / f a' . N / **
jrD . 2 ggt 2 fcen h E'7E O ' Cl To 'sca o ancientinsuc O ve oT**cas asercervi 2i Houseds fx 4%R L2 '
- 22. Diestd Esigineering Disposition Oric'o e aciar r a'ac a ccomar aoco o'5eo5'noa 'o rao'ec' cac'ac< a'ac ca, enu acet s w ve.+
Drill one hole 13/4" (min) in diaineter, an einbedment lengpr in depth and fill the hole f.,p f.,9 77 with non-shrink grout and replace the #6 dowel. gh/k- htf7 0 c', 5.1. 46 //v'7 7 (2/L../dd'/Aih,
$ b.E ' '
l
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- 23. Psoject Engineesing Disposition i
i I i
- 26. pC Acceptance [
A T M 72'~ [/Y *7) ? QC ENGINEER DATE f
/ AUTHOR 82ED ON5PECTOR o TE
~
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^
Jot, tJo. is. 20. V
. Peos.ca ts <no
!!!dland No Page d or h 7220 2 Urut(s) 3. oeswie*gfreet No. New 4. Iteen Ises.c.iposon 5. lie.si Locas.on
! Con =>o n C-141 3 Concrete Construction Jointa Aux. Bldg., El. 614' i 6. P.O. De Spec No. 7. Serial FJo. 8. Heplaten.ent Part 9. Sow.ca 30. Coatsactoe/$upplier li/A II/A esa li/A ., _.l.! IA u,,,.
o iv/A Construction lifi j
- 13. i.spaiio c..ie.ia , , , , , _ ITTA 32. nsuc auunonszra e s. snercu avvacuso i4. onco esad ovang 35. Equip Fuenni.ed er a o. C-231, Rev. 12 g ',",','' ' })',' 'o " O'E' U"o g. c:c t3coas O rcs. O u.cas [1raa Oo 00-0 E3 sen c Doruca is. Noaccaro,..ine conan..a:
Drawing C-141, Rev. 3 Detail #3, requires 2 3/8" recess in the \ newona .c.,c, i .a c .a t we_ .s .s ' slab for placement of grout after installation of channel embeds. At several fM.as I e ;TL21~
/
locations between it and Ke lines and 5.3 E. 7.8 lines froin E1. 613' ')" to E11_614'-O" 'i,i ',.E 6 o wc.p.S___ 2//L-/_7_7_ att
. ncan j i the grout topping did not properly bond to the construction joint, as evidenced by a @,, qq M5 -.c.
1w ' /]/ _ ff grp hollow drummy sound when the grout is struck with a hanuner. "Q" List #1.205. I llold, h h M)((,lfaJ ": y- '[. o.vc-77 atcv cousin oc/cuc.naca Tag Applied. 11o14 for Engineering Disposition. 3 ep/
, /
AuvHontzEo GNsPECToR oATE ' 1
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n.n,.onedov//,g&$ L g i.a h& ti,M c P N j 4 osi. g LS'-7] uagay3ndLp;m
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pqv o 1.e t o eac. ie a a.a E. O T cas escac.rvi g acs g o, w Rer n :cp_ w esm ise 2 2.---Q s.:J t- ,. w ,o.s < 4a a. o E a c'a' t "'"c "Mo a *' c a ot o D'5Po**ou iuf ea a'E c r a a aaa E E a *H s m g kJ*h'5dthiTQLUiXthi'ED_hY-_hD 1 'l1 !1&ctD8 1 LL!L D AC W O d b i$Ct.t.
--Cemy,e-a l l-con c re te-t h a t--i s-i mp ro p e rl y- bonde d _a n d - re pl a c e-w i t h-C-1-con c re te ,--- Appl y- gg, 7,_,g g n .3
. ,6 .-addt y-coa-h ting _be fo re-repl aceu.ent-in-acco rdance-wi th-Sec,-U.0_o f--Speci fica tion- occs..nenteel wetcha.gnakt;es_.
/[ - -C 2NM)-h1L- %. YS/rr MR_HM UcR_REwsED 'ilLcm 22
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- 23. ,,o,..c.....ee....,o. s ,..
rj'g - dan, _lospu.tr.L and/ct_rewerud - _Eroject Engineering has evaluated the nonconforminn condition noted above and concurs pedleAIEc/inchai _w itit_ t h e _f i c i d_ c n g i n e e rJ n g_r e comme nd e d _d is pa al t i on_t o_ prnj e ct_en gin e e rin g_wi tlt_Ili e acuiented_oo_o s acia c-rehus
~
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.excep ti ens _ and _ cla s sifi ca tions no t ed C.% _ D& 1 'l ']3 ud A7F 'z Obri sbsb7 hJ. ddW Y-Y-77 W[k occuceurs /"UZ1A '
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NONCONFORMANCE REPORT (CONTDI t. RAGE OF 14. P4Cft NO [;".
. 4 ,.
- 1
- .24Dimosition Concuseence ; 24. Disposition Cancuerence 24. Diwosition Concurrence lg ltern j lisse item ~~~ . t i
REWORK REJECT R E P Alfi (JSE AS iS f4 E WO f t K HE JE CT f tE P AIR USE AS BS #1E WO R K HEJECT REPAIR USE AS IS e Std. :; Y+D
- [ .___
PHOJE CT F 4E L D Et4GSNEE ft
'DATE Pf10 JECT flELD Et4GINEER DATE Pf)OJECT FIELD Et4GINE E R
- DATE See prge 1 - 1110C k 24 -
i DATE DATE Ab_Aw[df 3E f ENGINEEH PHOJE CT ENGINEEft PROJECT ENGINEEft -
. e D/TN7 -
P 07(CT CONSTR OC E 4G NEE R BATE PHOJEC) cot 4STit OC Et4GINE CR DATE PflOJECT CorJSTn OC ENGINEER DATE l AUT HORIZE D INSPE CTOR DATE AUTHOf112E D INSPE CTOft DATE AUTHORIZE D INSPE CTOR OATE
- 24. Desposition Concuironce 24. Diwosition Concureence 24. Disposition Concurrence f~
ltem liens item HEWORK R E JE CT RE P AIR USE A$ lS ft E WO R K ft E JE C T REPARR USE AS IS H E WO f1K #1E JE CT REPAIR USE A$ tS
- PROJE CT F SE LD E NGirdE E R DATE PftOJECT F tL LD ENGitJE E ft DATE PftOJECT FIELD ENGINE E R DATE t
PROJECT ENG8 HEE R DATE PitOJE CT E t4GINE E R DATE PitOJECT ENGINEE R DATE ! 'HOJECT CONSTR OC ENGitaEE A DATE PflOJE CT CONSTIT OC E NGINE E R DATE PROJE CT cot 4ST R OC Et4GINEE R DATE t6 I.U T e tO HlZ E D ltJSPE C T OR DATE AUTHOHlZE D INSPE CTOn DATE AU Tl40 R32 E D itJSP E CTO R DATE l1-
- 24. Desposition Concuesence 24. Disposition Concurrence 24. Disposition Concurrence item item item F E WOR st HE'ECT RE P Alft USE AS IS ftEWORK RE JE CT ftEPAIR USE AS l[ REWOftK #1E JE CT REPt41R USE AS IS .,
4 PROJECT F4E LD E NGINEER DATE PHOJECT FIE LD ENGIt4E ER DATE PHOJECT FIELD ENGINEER DATE PROJE CT Et#GINE E ft DATE PitOJECT ENGlNEE ft DATE Pf)OJECT ENGINE Ef4 DATE , PROJE CT cot 4STH OC ENGINEER IJATE Pf40 JECT CONSTn OC ENGINEER DATE PROJECT CONSTR OC ENGINEER DATE AUTH1RIZE D el4 SPEC TOR DATE AU TaloftIZE D ItJSPE CTOR DATE AUTHORIZE D INSPE CTort DATE i
- 24. Dewosition Concuseence 24. Disposition Concunence 24. Disposition Concurrence item It6ns item HEWORK RE Jf CT f1E P At R USE AS is REWORn it E J E C T f t E P Alft USE AS IS ftE WO R K ftEJECT HEPAIR USE AS IS PROJECT FIE LD E t4GINE E R DATE PROJECT F4 ELD ENGINEER DATE PHOJECT FIELD ENGINEER DATE PROJECT E NGINE E ft DATE PitOJECT ENGINEEH DATE PROJECT ENGINE E R DATE PROJECT CONSTH OC ENGINEER DATE PROJECT CONSTH OC ENGINEER DATE Pf)OJECT CONSTft OC ENGlNEER DATE
- AU YDIP**ECTOf1 DATE AtlTHof182 E D INSPE Cl]
f' DATE
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AUT HOR 42E D INSPE CTO R (*- . I
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NONCONFORMANCE REPORT .
- 3. Psosect tJame Jots PJo. : 13. 20.
No. 7IO. PageJ . d tiidlend 7220 - - -
- 2. Un.t(si 3. De aneng 7)() ODE. ft ** 4. ' liem Desceipiian 5. 8 a= tou a 1. '.
IhiL1 Jee_ Block 16 uh Pir eJIancer_Assemblic a r;se._f2 Oc lidb1_Aren__
- 6. P.O.)OOOOCCOOC 7. Serial tJa. s. neps.coment rari
- s. sou,ce 10. 'COUGOO(/Supplaar
'22D-!nin-AC.Rer3_ Jee_Blnck 16. "" "" " -
Supplier T'P'r Grinnell _Ha$ren,10hio._
- 11. Inspection Ceileria en no. J _1 OD E l _ . ^5"= ^u'" "' i 2. 5==vca AiTaCuto 14. Descovered Dueint 15. Equip Furnished By O nwa W sr_E c DoTwEa ao. M-209 Rev S m '," ,5." ' " *du'a " Own me Gacc:c Ocoe+sr [3 rEsi OcosEur GEac QFoo y
- 16. taonconloeming Cond. tion: 24. Disposis on Concurrence Durchase_ Order._7220=tilO6.AC,_Rev_3, twenw nt n t i nn 'inhmi t t n1,_ Pn en 9 HEWoRD4 HEJECT HE P AIR tJ 5 E A S IS u tates_in_part "All engineering _ documents _ marked in_ column _5_of Form n-391 -D_must_bt -
7 u nbmitted_for_ Buyer _ approval _, ' Phose _ engineering documents _ marked _yes_in_ column 's . Y v - __Y (4/7/ oA E /
-enjp c y FS E Lo E NGateE E R vaquire_ approval _ prior _to_ commencement _nf_ fabrication _ " co ntrary_to_the_above,_.tho /et1CM PHOA T HGarf E E h 'il 0"I 4DATE -- /4'77
__QUR11ty_D3Cumnnlation for_. hanger._asSembl.ieS -1cca-12-II3_anL2b lucc.87mlI2_on_ Shop _._. i d
',I M-M'7'#
O - A n *- T? t/E' 9S's ethnt'e thnt ihnen hangers vern f'nbricat ed in (Urntc}ung l_SQ3 7,3_ Rey _3_/ - h7 '
' A sspeodTEE d abse E cfo n p'A T E
/*7 cnn8t Pr,
" 9 /
. 17 Fleposted a . . Date 18. Velidal d y /7 Date 25. Disposition Results i s ._.' -s- 2 - 2; ~1 *7 W Y Q N fU .0~) Y '
- 21. nousing / /Q To FIE LD Ef4GINEE HING Q T o 61 stE.H5 ($PEC0F Yl ,
Dr.eia cav. nee.ing oesposiiio . '"'""""'ca""'" ' '5" 5'" "' ""c""'"**"'"'
- 32. i O"a.N 'It'<Q[t[R M L'i=kiil* fV * % ~ /
- l] *I field engineering _ recommends this NCR be dispositioned "Use as is". Comparison of Rev.
3 of the sketches referenced in block 16 to the last submittal of each drawing indicate the hangers were fabricated to drawings approved code 1. Ad<litional'ly, Project Enginee - ing is requested to revise (locumentation requirements so that Dechtel submittal numbers to drawings are referenced instead of Grinnell revision numbers. (con't on page 2).
- 23. e,osea Eng.neenne D sposni"" Contrary to Block 16, both hanger detail sketches p[
+
1-603-7-3 and 1-603-7-16 had received prior Bechtet approval. Revisions 0 and 1 of g both sketches were approved Status 3, and Revisions 2 and 3 of both sketches were approved Status 1. Therefore, accept both hangers and use as is. llanger sketch submittal numbers are Dechtel document control identification ~ numbers and are not to be used by Grinnell. gf f.g 2 c cpg . , gr C NCir4CER D A Tp l Y ff"1 L D2 ) EuTuo Ma ZEb INSPE CTo n oATE' j
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- I fJONCON FOllM Af4CE 11EPOnT l
- 1. Peosect tJame Juin FJo. 19, . , 20.
111dland 07220
- 2. u..n ta 3. Drawing /Pers fJo. Heir 4. Item Descsiption 2{se Anchor Darling 6008 6- 8a La"aa y2 14 610 sh,t. 6 [> /F4 Globe Valvo # 21" FCD-GB-M (jtlO-013) Combo. Shop i C. P.O. Os Spec PJo. 7. Sesial tio. 8. Replacemens Pass 9. sou,ce 10. Conseactos/Suppaise 7220-&l23-cc _211601
""18 aa 18 a,,a,11/^ construction II./A
- 11. Inspechen Crateria . ,. o ll/A
- 2. AsuE auinowszen ,2 mu c y C,. 11,C,.co 14. Discoveeed ourina 15. Equie fu'aishad er Oo ec psrec G o v n s ** e.o. II 314_llav 1 dv"c'5""O7a" D 0" Garc:c Qcoeasr O rcsi Octiaur Daa<- Oroo
- 16. FJonconfueming Cond.s.on: 24. Dispoution Concussence [
peEWOHu HEaFCT H E P A l ft USE A5 e5 _a__ given end prep and transition to be made on val _ves. Contrary to the above, when . AA _G610 cht._6_ field _ weld _#_3h.ran_ cut _out _the_end Dred _on_ valva _#_2h" EDIhGD:I)It_. P 2....a, kE
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C-l' - 7 7 l. _(h10:0131_S/1L21!6Dh_ van _al.tered_to_the_Dnint_.thnLthe_iranalt_1gn area required has e,:mn.iZy . ,, u ed/77 c - oars _b een_ removed _ and _the_ nveral Lvalve_l ength_ reduced _by_aDDroximately_3", T1. 92 "0" llamber: li.101: 1 IIold Tag Applied
.euoscci 7Y/
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Auf ttOHaZED et.1PECToH DATE
' fold for Fncineering Disposition . L
- 17. Hepest.d Dr Date 18. V,ilid :. - ,/ Date 25. Disposition Results '
ft
- hl' 23, hvi ng fvr Y b // W- /5!5 T o r o sa.o ENGe r.i c ual.G b~
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- 22. O F eld Engineering Dissmision )O'a rs.o E NG8HEEfHNG HECoMMEN DE D DeLPoEITeote' To PHoJECT E t4G8HEEH8NG [-
n }/0 -fu77sG/? /k7/0C Field Engineering recommends "Use as Is". Reference FCR.__{l-384. . n_ <' Oil /A-Y/ WfM[)'fne _ G. 4. &. M hsm' n, n/7 , 7 . i
- 23. Peopce Engen esing D spoution , , . , , ,
- 4. l i:a . 21/2" TCE 4*.. Engineering reconunends using yalve C = "as is".
The weld end preparation should be in accordance with the sketch attached to
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- 3.PAGE 1 0P 2 3 4. NC#t NO 729
- 24. D.wosition Concurrence 24. Dimosition Concurrensa 24. Dimosition Concunence .
Isom item laem HEWOHK REJECT REPA6A USE AS IS HEWOHK REJECT HEPAIR USE AS IS REWORK REJECT REP Ata USE AS a5 Y ' Vfia.4 5/u/11
'DATE DATE DATE PHOJEgi FIELD E rdGINEER PitOJECT F tE LD Et4GitaEER PROJECT FIE LD E NGataEER atch.:\%uhya 9-2c - 71 ATE PROsECT ENGINE E R DATE PROJECT ENG6NEER DATE n +gAObCr1 A Et4GatJE E R j1 a{a. / -2 W Yti DATE PROJECT CONSTIT GC Ef4GINEEft DATE PitOJECT cot.STit OC Et4GINEE R DATE yQ{'T dCG Si e OC E 4GINEER A U T a tOtt:2E D at4SPE
( w' O tt
.c.27-77 DATE AUTetORIZE D atJSPECTOft D A1 E AU THo nt2 E D li4SPE CT o tt D AT E
- 24. D wouseo.s Cc,ncuesance 24. Dispositson Concusannce 24. Dewoesinan Concur #ence tiem item item fe t v;O H K l HEJfCT REP AaR USE AS IS in E WO R K HE JE C T HEPAIR USE AS 4S REWOHK HE JECT ftE P AsR USE AS as I ,
PROJECT F tE LD Et4GitaE E R DATE PROJECT F IE LD Et4Gif4EE R DATE PFtOJECT F 8E LD E taGir4E E ft DATE PROJECT Et4G4NE ER DATE PHOJECT ENGINEE tt DATE PROJECT ENG4HEER DATE , PitOJE C T Cor4STR OC Et4Get4E E H DATE PHOJE CT cot 4Si et OC L t4GINE E H D AT E PHOJECT cot 4ST R OC Et4 Git 4EE R DATE AuTeacastE D 4tJSPE CTOtt DATE AUTeaOHl2E D aNSPE cloit 'DATE AUTHOfta2E D lidSPE CTOR DATE
- 24. Dewositsun Concuevence 24. D sposition Concursence 24. Di+osition Concdrsence leem Isom llam HE WOHK HE JECT HEPAIR USE As sS HEWORK HEJECT REP AtR USE AS IS '
FtE rtofg RE JECT FtEPAIR USE AS IS l PHOJE CT FIE LD E t.GINE E H DATE PROJECT FIE LD ENGINEEft - DATE PitOJECT FIE LD EhrittJEE ft DATE l l PHOJE CT E NGit4E E ft DATE PftOJECT ENGINE Eft DATE PitOJECT E t4Get4E E ft DATE f
?
PHOJE CT Cot 4STH OC ENGit4EE #1 DATE PHOJECT CONSTH OC ENGINEER DATE PHOJE CT cot 451 ft OC Et4GINEER DATE AuTeeOHt2E D er4SPE C TOR DATE AUTe eOft42 E D INSPE C TENT DATE AUT 6tOftliE D INSP E CTOR DATE
- 24. Demos.teon Concs erence 24. Diwosition Concuveence 24. Disposition Concursance lism ltem Stam REWOHK HE JECT ftEPAIR USE As as fq E WO H K f tE JE CT plE P AI R USE AS IS HEWOHK Ft E JE CT REP A8R USE AS 45 ,
I f t PftOJECT FIE LD E t4GINEE R DATE PROJECT F4E LD Et4 Git 4EE R DATE PROJECT FIE LD ENGINEER DATE f I-PROJECT EtJGINEER DATE PROJECT ENGINEER DATE PROJECT ENGINEE R DATE PROJECT CONSTR OC F%sNEt.1 DATE PitOJE CT CONSTft OC ENGINEE R DATE PROJE CT Ot4STR OC ENGINEER DATE f A UT,x (~ D NSPECTOft D.1. AUT,tOH,2E D INSPE C DATE AUT,,OHt2E D INS,E CTOR T. l
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- 1. erepet tJame Job tJa. 19. 20. Ei3 hiidland 7220 N o. 745 p.g l o: M 3 29
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- 2. Unasis) 3. Drawing' Pass tao. Her 4. liern Deasiption 5. Issm Location El. 610F07 Aux. Bldg. 72 2 0'- E- 5 3 6 11 Pull Boxes 'll' Line Wall
. P.o. Os Spec tJa. 7. S.si44 PJo. 8. Hepi comens Pars ,,, 9. Sousta 10. Coninacion/supps..,
N/A N/A esa N/A ucv n o. Construction N/A , II. Inspecison Canissia en uo EJj _1 ea. asus muinowszEo i s. sweTcu ayy,.cuto 14. Descovered Dusing 15. Equip f usnimi.ed By , omG Qserc O.arasa ao- E 'i 3 6 " f l'vIs"3((o" C * O Quac:c_Qcoasr_Q vesi Oc'erav Ocrec Grto __16.Nonconforming Cand e.on: 24. D.spoution Concussance h G Pull Boxes are to be mounted per Drawing E-536, Rev.11, 4h-UsE As aso' > , Fe s w o H M e4 E J E C T HLPA8H Contrary to the above, the followgg Pull Boxes are mounted with incorrect _ p.ws::>g . /;
-anchors: 2EJ308, 2EJ306, 2 dI, 2AJ304, 2AJ302, 2AJ301, I EJ l l 3, I AJlll, g h ,.~ _ % ^ . []7 -
IAJllo (,A J 10 8, IA 1 7, I EJ 106, IEJ105, I BJ 104, 111J 103, I B J 102, IBJ101, I I
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'O' List No. 3.006 h 'gyuc.9 acr s
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IIold for Engineering Disposition. 19 IIold Tags Applied 7 7 "' ' "" "' '" N""
'Au snons a ro sNseccio n/
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- 17. Date 18. V Dale 25. Disposseion Results H= ported BD,x&no WW77 & %Ind (dGyt,e d at/ s z & 7 7
- 23. Housing i T o FIC Lo EN G4 NEE HareG Q To 1 [tfetS {srEcerV)
- 3OXbb l A).*T T4 L i f f5 JA)
- 22. 'kFesed Engines eng D.spoution O*st'o < acia'casaa a ccoaaoc o oa$eos'usoa io eao'*c' ' ac'a'<aian Aec uVDLoc E w nTcl RLocw -
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NONCONFD' iANCE HEPORT '. 7
- 1. Peosecs Name Jota No. 19, 20.
. No. Pagelof 2 111 di and 7220
- 2. Ua.s t al 3. DravvsngM Rev 4. diosn Descsiption 5. Isosn Location ,
thit 1 1-612-3=20 2 Pir e_Ilanger_Assembl ien lihse b Oc Unid Argg__
- 7. Sessal No. 8. Replacemens Pass 9. Sou,c. 10,a g ,,)psoppa,,.
E. P.O. g yjg , , . ,
"- T'M' Gr1 nnell ,_Uarren,_ Ohin
.220-l'1C6AC._Rev_.h_ _B _1GCn-16:H9.
Vendrr
- 11. Insp canon Ceneria ,, no, "'"p 1.OO
.UIA1016 "" s a. Asus Auresonizao
. 3. sasicu A11.Cneo Y No
- 14. pi. cover.d o uing 15. Cease Furaished ey QowcJsesc Jsarnan no. V-209 EeV 6 _ [O'v E s" "Q" e*
HEC:G hCoNST QT&61 OCa..a n113=e.a Or'o .
- 16. Nonconfornung Condition: 24. Dispousion Concusssace Purchase _ Order._7220-t'106A,_. Rey _h, nocumentation submittal-,_Ihrn 2 HCPAtH ts5E Att5 HEwon en l NEJECT
. states in_part- "Al1 engineering _docu:. lenta _ marked _in_CollhmUi_of_ Form _G 321 D_must_be. I . XX nuhnitted_for_Buycr_ approval __ 2 hose _encineering documents _ marked _yes_in__ Column s . [M gnoJsCs *er n.o suceunsnb D A i ei , N l'ill-77
. requires _ approval _ prior _t o_ commencement _of_ fab rication . " contrary __to_the_above,_the_._ e'ild'h # /*'m i'6 ' 'l ' 8 e EnGanse a _,,,,o D A.i t
.Qu a l i ty_1b cum en tn tion _for._ hanger _ ass embly_8_lGCB 16:H9_on_ Shop _ Order _E=1E:h8Lindicatc: W _ L 4 ~8~7 ) I FHo eGenEEn
. fabrication to brmr er sketch 1-612 *4-20 nev 2 uhich_has a EcchteLapprovn1 r.evn1 9 -
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Au dosaa d ro an,j Can ' t Pre~_ / sla.ru g afy Date 9 25. Disposition Results
- 17. Reposted Of Date 18. _
- 4. _./ b 2 S* ~1 ~7 NM i . ln 0f.'7i o& '0 . .]
- E O ~ N \
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- 22. OFa.id Engineering Dupousion Mr' E ' O E "" Ehij(.gL E "' " G 72" Efat'0b"M gE " O
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LOI E C T ' "" E E "'"'
u:,e as is. Sechte] conge_ pts on submittal 3 of sketch 1-612-3-20 indicate the only reason for thg_ cod _g 9 approval was that some parts of the drawino were not legible and would not reprostuce. Therefore,__contrar.y to the statements in_!![BC-1401, the field reconnends the_1!isDOLillorLLor_.thLs._'LCILhe "Lise As Is" and tite _ hanger be received and installed to the latest submittal of sketch 1-612-3-20 which as of this .
- 23. Prowc Enginusing Dispousion M 364 O mmad h I illegibility problems of Rev 2 (Sub 3), but did'not change the structural design of I the hanger assembly. Therefore, installation of the hanger to either Rev 2 (Sub 3) i or Rev 3 (Sub 4) is acceptable. Rev 3 (Sub 4) was given a Bechtel approval Status 1.
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.' - * ' NONCOfJFORMANCE REPORT (COterO) . . . <. . 2,,,,,,_g,, , , , , , , , ,
_. Block 16 continued
" Revision _not_ approved - lifg._nav continue _Ecrk_in_acsord_Hith29tes - reviac_and_Iganhmit_drW " .
. "Q"_. numb er._is _h .12L ___1!old_ p endin g_finnl_d i s po s iti on . I . hold _ tac (a)_nsplied. j
?.
Block'22 Continued: date is approyal level 9. The base _nlate is larger and the hanger elevation has been chanced on submittal 3 of_th.g drardng,_therefore the prior submittal (Sub 2) is not acceptable. , ,
' A conditional release for the installation of hanger 1-612-3-20 is requested. Hanger will be installed in
_ Accor_ dance _wtih_the_ late 1Lstibetiltal of sketch 1-612-3-20. The,ha_n9er_in ratdevable af ter installation.
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- Proje'ct Field Engineer Dat e ' Lead QA Engineer hate 902. 64'CI f Y'N / -
, ',I , /Y v ,i , . 7; / wi w j j ,<<
P FOCE b Date Authorized Inspector Date
/
I _ _ _ - - . _ _ _ _ =
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/ NONCONFOnMANCE HEPORT
- 1. Puoins n. u ,no. 1s. 2a.
y5g 111dland. -
"*' "*" 1 *' 2 7220 .
- 2. Unas t s) 3. Drawing /MT Itew 4. lie.n Description 5. Itern Location ,
Uni t~ 2 ___ _2=b3!1m933 1 T>1 pti_.}IaDger 4 ':Semhlioe Uh: e_M OP Ifn1 A . Avon
- 6. P.O. ErM 7. Sersal No. 8. lacemens Past ,,, 9. sou,c. 10. )GOG)3GQ2Suppt.or !-
_7220:In06AC_Rev 2.fi:21mC-5:jn_ ' ' " Rep U /^ " ' ' ' ""- Vendor T'I'P Grinnell>_Harren,_0hio h
- 11. Inspection Cresosia
. . . . R-1.00 P$5 n a. ^ 5 a e ^ u '"a "' 3
- a s 2. 6xerca ^Tracuto it Discov=d Da'ias 15. E+8iP Fa.snished By 9
_ p owc _Qsre c Oornca e. o . f.'-209 _Rev.S _ _E 7 ?s"*~O7o" Ovu Gao - g,,, c:a Ocoe.s1 grasi Oci.carOmaa O*'o
- 16. Nuncunforensas Cundia.on: 24. Disposisson Concuseence Spe Cl f1C at ign _7220.-II:209, __ Rey __5,_Pa rr.._3. 0_s t a t es _.in_rart : . '.'Desien, '
HEWOHK RE 8E CT HEPAen 18 5 E A s es _r.a t eri als ,_ fab ric a tion _and_insne c tion _of_ pipe _ s upporting_clemen ta _for_ nuclear _piDing _ e.- - shall_be_in_accordance_uith thc_ latest _ issue _of_the_ASI11LDoller_and_ Pressure _ Vessel Y'Pu o,es.asuc.neen 4//.2/7'/__ vars _ Code,_Section_III,_ Subsection _l!E.___ Pipe _ supportinc_clementa_for__conventionni steam _and _P _y H U)
,_ _ _ .OATE
_s er vic e_ pi ping _ shall._b e_in _ac cordanc e_uith_the_ Cod e_for_Pauer_ Elving_AllSI_B3L l. " ' g recergg20 s te b0 V'/2-h '
}N J t. oC L
- 1)s t.g G H Ait ennt rnry tn tho nhaym the nun 111 r in m n in n tation_for_ pi pe_ hanger._6 -21 BC-5-I D._indicat e s- cAu t f.ons_z 4-
- - f l_. .
~ /^ 6 t u eN SPkd TOH DATE Con ' t Pir . P
- 17. Depurned av Date 18. Valeq ,se. By Das 25. Dispc.sinon Resutis
-_. .7 et .5-- 2 'r *7 *7 *
- 1 . l. e $ 21'1Ay& -u w h,-~- Q' g.
- 43. Huuung O Yo o'THEnnIsrsc8Fvi / / # E
/ [340 r 8 E'u Er* Ge hE L uet+G
//-lh_< M2.c_ _A2 *'9 '
- 22. d f estJ Engineseieig Dispuusson O' a s 'o c r* cia c t a"*o a o ca aa'rios a o' Seo**a'* T o ra a ss c' *.'esia c c a "*c
_t s j- g .6* - 1 ~~* - ? '1 Fleid Engineering dispositions this llCR " Reject". The field procurement supervisor [ shall obtain new hanger with material and document _ation in accordance with the ASi1E Code, Section III, Subsection NF as reagirM _hy 1 0 7220-M-106 AC. b,7 *j -/.x :.L 't 7'/- 77
'GK ' R , L w %m 8
- 23. Proavct Eng.nscainy Dupousion l
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.NONCONFORMANCE HEPOflT _
3 ~
, Q , g Jot > No. is. **
- i. P,,,ies n.
No. 753 Page _1of 1
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Hidland 7220 ,
- 3. Deawing/ Pass No. n** 4. liam Descsiption 6. Itarn tocasion
- 2. . un. M Cornton C-220 7 llissing Douel Aux, lildg. Elev. 593'-: 0"
- 6. P.O. Or Spec No. F. S* sial No. S. nep 4 cement Paes ,g, S. Source 10. Conssector/Supphes II/A ti/A esa _Il/lL ncv li/A_ no. _.ll/JL_ Construction N/A
- 11. Inspection Cnissia M/-/. 2/ -/N s a. Asus Auresanezzo s a. susicu avr Acuto 14. Discovered Dusing 15. Equep Funnised By
. , ,, n o, Ill^ } 0" Owsc:Mcoasr Qicsi Oconcar Orac &'a Oc-c OsecC Doraca ao.
%?10'v"Es"7$a" is. nonconso. mins cona.iion: Drawing C-220, I:ev. 7, Detail 3 & 4 calls for slatt.dopels to be """#"'""*"
b 8 s elU newona preacy nerasa use as as
#6012'.i Contrary to the above, at Elev. 593'-10", the first;-b'ottom#'s,lah douel .
extending south of "F" Line Uall is 24" from the face of 7.4 Line Wall. "0"-List is [ <- engstcr recto tacinzen
~[
oArc
#1.203. Atold for Engineering Disposition. 1 lloid Tag Applied.
g#
']"?YbcA ()."~) -0 I r r CoNsTH QC E/c $NCCH DArg h[ /) AUT atOfel2 Eo 4HsrECTOM oATE *
{nW , y $ K r.iu w G D ., A - l l ' M of Dai. - 25. Disposition n. suits
- u. H pando a ,/ D.i. si ci (, ty sM - -
#46 7/ '
\ dy44/ b '
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gfgp Co,q Lw p-f) . 2n no i.as O w ric'a sacancsaaac O No '7V4as T:.eec'rvi (l I/ F1 .Asf bl.cc/< 2.2 . '
- 22. Q Field Enyneesing Oapausson Oc'o < ac'a"a'ac a c4aaarao= a a'5eo5'oa 'a eao'<cv cac'ac'a'ac EW-. G A) /bC.(8 Dl./0 */Oh AtX it' 5i '
Drill hole,1 3/4" (m!nd in DiantsrA_.futsmhedmentlength_in_ depth,_fi1Lthe NF Sv9 77 hole with non-shrink group and replace the #6 douel in accordance with applicable
'/,7 !
specification /. / (C-231, Rev. 12, Section 8.11) b ii w
'7' </,/l1 -)
NoV v yy i 23. Peupst Engine eing Dapoutines , e t 1 I
- 26. Op Acceptance
_, _[f((OW [-f 4* 9 Y QC ENGaNEEH oATE
. /A UTHOH83EO 4HsrECTOst c
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5.'
. FJONCONFOhM ANCE HEPORT
- 1. Peopcs PJ4me Jute fJo. 19. 20. p Midland . 7220 tJa. 70 res -} d
- 2. Unnist 3. Drawing / Pars PJa. How 4. lie.n D.geiption 5. Isam Locanon Aux. Bldg. II/A ll/A Cut Rebar El. 568 Aux. Bldg. '
t
- 6. P.O. Oc Spes PJa. 7. Serial PJo. 8. fieplacement Para u ,, ,
- 9. Source 10. Conssacsor/ Supplier fl/A fl/A re _fl/A wav Il/A no. Ji/A_ Construction ll/A
- 11. Inspation Csiteria , ,, g o. d - /. 6 0 pg s a. A s eA E AUT HoHIZ E D ea nETcw aTTacHEo 14. Oncovesed Dusing 15. E,.ip FundJ.e4 By QDwG krEc O><aEa ao. L-305&30ft_Reda l O'v E s"*"fo" 's 0" Oacc:c dicoasr 01ssi Oct.cuv O=as Or'o is. ra...conso.mios cooa. .: S ec. 305 & 306. State in part, "At any anchor plate location **' """"*"C""'""*"
n6wonn uE4Ecv HErmen l ust as is tuo bars may__be cut each way each face. In this case, the minimum radial distance to R" l the next cut on the same face in the same direction shall be ten (10) feet." Contrary (c NMm,[8ECT ra t t u E N G4N E E 90 f/p/7) D E R thh ,_during installation of nipe hangers flo. 21-lFCC-1-ll3, 3-lFCB-28-ilS, & 12-lGCB- ) W4e w. ihA/~ri 3 DATE 25-ilLLyerlical ret >ar__gere cut as shown on the attached sketch (page 2), thfis deviatin][ ' E 7w N Gire E E N b- _G 2L ~D One lloid Tags Applied hr" 'c a frnm 1.hn ten (10}_f00t cri ter_f a. Q: List M .703. I "5 'a ac 'ah"" DATE AUTHORIZED SHsPECTON a . _Ilold for Engineering 1)isposition. n/.. i
- 17. Reported Dy g - w ,p Date M. 18, 4th V fe_ 'Oy Date 23. Disposition Reu.las
* /* /1m > bc < N T l *$
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- 21. Houtmo O'r o ala:a515ea cervi -
pio reELO ENG4 HEED 4HV
~
- 22. OFs.ld Enseneering Onposition XOrac'o a aciac ca'ac a ttoa'acao* o <!'5eo5e e
' 'o eaoc' c aa'a'ca'as Reeclutico requested by lipril 29, 1977 Fiell nginecrir.g reccrmends "Use As Is". Project Ercincering to revieir and cv21uato. g .M J f lh./,cn i g[l 7 y
/
- 23. P,yu. Eng..... ins Dapou ..a f/
Project Engineering has evlauated the non-conforming condition and has concluded that the vall is structurally adequate. There are no safety implications involved; therefore, "use as is." The Engineering evaluation is contained in the project engineering , /// , , files. f i._.r.jg-77_ l . y '_ jf)f"Y }slg)flff E a-- a _, , _ , , . n i
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V ' N.Y ' NONCONFORMANCE HEPORT "
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- 19. 20.
- 3. Psc.pst fJame Jota No. ** g *' g [ -
Itidland 7220
- 5. Itern Location d , .*
N
- 2. Ums(s) 3. Drawing / Pen tJo. new 4. Isein Descsiption Cont #1 ft/,A ll/A Concrete Air ContfDE _
Pour _l. COO 3 M a'.
- 6. P.o. or Spec No. 7. Serial No. B. neplacement Part 9. Suu,ce 10. Conssacsos/Suppher C-230 Rev. 9 N/A cia .l!/A. ut v II/A_ no. .ll/A Subcontractor Champion Inc.
- 11. inspation Criteria _ ^ " ' " " ' ' ' " '2- 5"crca 14. Di$ covered Dusing Ib. Equip Furnid ed Dr su no _f' ._30_16 L '2- ^5"'
^T'acHLo
, Q ows_ % srac_ _Q drHEN HO. C~ 30 beYa O'y a s too b*4EC:G Qc Ote&T h IEE1 Oconi.a r OcaG 22 1
- 24. Disposinon concunence is. Nunconso, ming co..ain n:
Specification 7220-C-230, Rev. 9, Para. 9.1.5 states in part:
" Total air content of the concrete, as measured at the point of placement shall be
$ ^.,5 ' '
not les7 than 3 percent nor more than 6 percent of concrete by volume." Contrary Ug.f' .gg j ff-ry to the above, for concrete placement of Containment #1, Exterior llall, Elev. 703'-T f 5M~j the air entrainment at point of placement for ticket #14797 truck #30 was 7 3% with , , [ {'. ,']'[yk.f
"" 'd""""
"[ 'k' " "ff./2.~))
j
" "^
a check test of 6.9%. A total of 6 cubic yards was placed with high air content. / /j One lloid Tag Applied, lloid For Engineering Disposition. AuTuo..iz E o susPE C ron onTE "Q Tis t No. 1.163
~
Date 25. Dispoution Hesults 8 Date 17. Reposyd$e 24 s a b Qh 4 - W '1 '7 18.&V (\ ifida sd'p/A(Afd6k(gDb W.)Y l;.
- 21. nout.ng L./ To rsE Lo creG4NE C HlHG O Yo71pleis tsrEcarve g >
- 22. O F..td Engineesing Dispoution DH E L E N 3INEE MBNG h t[COMMENDE D DISPO10Ted[O PHOJECT ENG8tiMHtNG .
RESP 0llSE_REfluCSTED_1tLS-2277 ' ' Use as is. Iligher air content will increase durability while decreasing compressive t strength. Compressive strengths for batch _ plant sets with higher air contents than _ the reported end of line test for ticket 14797,_(Example Set 1610), util break i. excess _nf_ the 6000 D11_.rcGuimi. Ticket M194_ i [ a trijc} discitarge of 5.4%. __Ihe_next_available truct af ter the nonennforming test uas cherFo4 C C ' T
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- 1. Peoseca Name 775 ,,,o b, 2 i Hidland ~
7220 ~ N o.
- 3. Deawing/Paes No. Rev 4. liaan D.scsipsices 5. Inser Locatiove
- 2. Unittsi '
Aux. Bldg. f!/A_ ll/A Cut _Rebar El. 568'0" Aux. Bldg.
- 6. P.O. Os Spec No. 7. Seesal No. 8. Heptuement Pass 9. Souece 10. conteactos/ Supplies H/A 11A em II/A arv M/S. a,,o,,l!/A Construction N/A
. . sus ven ry.c..so 3 4. o. .e.e.d n.eing 15. Equip Furnesheif Dy II. Inspece oes ceiseria ne no C.T.E0223 s a. asuc uri.onizzo C 3DFTtev. I j ',",,"'c
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Dowo . U5 < c Oovara ao. is. Nonconsonning conai ..n: * * ' " " ' "*""'' 1 M i 2.3 n a s in w h a stEWORM RE #f CT REPASM USE AS es flot more than two (2) bars shall be cut each way each face per anchor plate - _ ,
.>c ,
location. Contrary to this,during installation of pipe hanger 12-lGCB-25-il8,4 . R 4 ... / ECF rs& L'O ENGSNgg e _ y-g9-7 ) oATE
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vertical rebar were cut. One hold tag applied. Ilold for engineering disposition. . g3M7 "Q" list flo.1.203(See sketch for location), y hh'" gh EcT consin oc tasances
^homic g 7[
Auve.one.EO ensrECTom oars ' fo
- 21. Roesting 2 's k<?ff7 T o r et ts* ENGINE [R6Hs/ Q To o [ HE (SPE ceF V)
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- 22. O F.eid Ensa eesiasoisposii.oa Oro eac'a=="'ac ascoaasaoso o'Seo5oa v o rwo eaci caciass ai-o X -
Resolution requested by llay 3,1977, ricid Engineering-recotraends " ItseJ.s_Is " Pro. ject Engineering _to_revico antLevaluate_ f. U :_h:le M2 *'h 7 % ,wr. 4. /r /n
'a 1l*) 1
- 23. Peosect Eng;neceing Desposiihn M !
Project engineering has evaluated the nonconforming condition and has , t 1 r _.c o nc l u d e d_t h a t_" u s e_a s_i s"_d is p o s i ti o n._is_a c ce p tab le_._._.The r e_a r e_nn_fla f e ty s 1 implications involved. Tbe calculations containing.1 eh ennineerinst evaluation are contained in the engineering files ,/ // q ,;.7 7 ~) ['Jx,/ / j ,
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N I79 r.d d I IG M A!H) 7220
- z. u w 3. o...i.str e N n 4. s . o..,6, s. i. t.o ,
__AG._ Dlta.__ _. H/& _ _H/.A Cut._1.lebo r Aux. Bldt El . SC'e'-O*' t 6. P o. os Spec N.. F. $.e 8 No. B. 8.plu.as erme 9.1 n 10. .ac.a.s.e/5. ppa.ee II/A N _il/A a...f d a,,o,..lllA_ Const metion II,jA i i J!/..A t i. s. e c. a. . o r. A & 28 e s- a * **
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Sots. C-306. Fleydi_ Appendix D Sectic,ngtates in p::rt: At any
....-=l . s ,. c , i .....use....
%~dh?r_PlGt* lgattor1. t'to loro roy be cut engl} j.roy coch face. In this case. the mini .
1 . I W run rn.11a1 distance to the next cut on the same race in the sane direction shall be . ufh d l. A;g g. s g ._7 f . ! I ten (10) feet. Contrary to thio, during installation of pipe hanger 10"-2FCD-31 -R12, 6 Q ' Q '.","" ] ..,3
.dll vertical rebor were cut. Sea Sketch for location. One hold tas opplied
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"r." I.ist 31.201. Hold for Ervttnee riner disposition. f. -// 'l auvaan.a so . sncion o.us s
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- 23. O p d e.,.e *.eo*p.pe D '8 m 8 8."8 6 "'"a "' Co""*"#* o 8"*m e v ee4 e o en o es s s me.na a n.no Res pons e_reques ted_by_ Hay _6.J 9 Z 7 i I
Fjeld.cnginccring_ recommends _"llse As=ls" M rojec Lengineer.jng_ta_rctjeu and evaluate. //df)W. _ k rA / f~dj hl,,n4/22/77 f I t
/ /
~
I i i at o y..u.a r.. it., The safety of the structure with 3 vertical bars cut as ! i reported in block 16 was studieu end the calculations are filed in the engineering i files. 1hs _ structural capacity is adequate and no safety faiplications are involved. llence_ project engineering recommende " usa as is." , i 1 3 at ocau.p . 6 921c f. h *./~ 1./dlll _- y .s s .% .D as anonntea C/ o a g_ ,.,4
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NONCONFORMAtJCE REPORT
- 19. 20. lp j Ah rJa. rio. 70b Pag._1._et A .
- 1. Peoi.ca ra m. } .
.p 722Q 6. 8 ism Locason,g g _ ,
liidland flev 4. Item Dese, ipa,oa
- 2. Un ital 3. De. wing'M 8 3 ._lliscellanegua_Enhrical.ed_11stel - D4hso s M1-0G-4214hrea /. YJ <
/ .4 ~
_ Unit a_L &_2 E-7220:C233A:1271 L-Ill:7I_ P s. so ... no. )mmgogoppu., !
- 7. s..i.: teo. s. steps.cemeni ,,,
- 6. P.o 'fgjt000C. " " - 'iupplier Inlpnd.Jtycrson_ Corp. is. cquie r o,, a. a a, 1220-F-12?lhl19Y_9 97flCl2 R-1,CO-116(j__ *suc auunorn a< a .. snarc svacnau t e. Dace.. red D-eine
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- 11. Inspectoba Ceiini. . no " ' Olm O~o 0cusar OeaG Gr'a SCe DIbh Ib .. J'y g*,"
'h"no 24. Duposesion Concunens.
Qow Qsrac [jo v nese no.
- 16. teoncentoenung Conj tion: ncchtel approved _ Inland _llyerson_dravingl=7220 f'933A 19(Tlh .TR_91:3- _ nawona assacy I are**a iuse ns es i FOM
._ r (Shtch ),).indicatea_that_the_3A " Y 1 A" Y 9'?" IDarJ)_ shear _supporta_nttached_to_1he.
Y,$c
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-W(
ann
) f 1-3/k"_I_30" .I.28" base _ plate _should_be_ parallel _to_the_28". side of_the_ base (Bar_f)_ _ plate-shear'filWl, o sne.nser...iflLostralk M. Q7j h _15" Y 9'9" oars
_ Contrary _to_the_nbove,_.the_ embed _ Ens dsliYsts431th the 3 f,enoat 02_pJLCT CONSTft se E NG
~ i . 5-gM DATE /
._ supports _parnliel ta_the-_30" side _ inst.ead_of_.i.he 2f!" side _of_the_ base _pinte_as shown PH G4 9e E E ft Auinonozco ensercvost onis
__in_the photocrarh_of sketch _B. One hn],1 t n g(s.)_apnl i pA
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- 25. ftcuting (po rssto snGencreuuG
*tt D E F4GON E E H8Ht. H EC04.M ENDE D SM ~17 4_-2() SPO54 T eO*j T O PHOJE C T E NGHet E M4NG O field Enyn.eeing Dupousson
- 22. '111110 %fTIC B !M ei.tiR611 t.V
" l htL._l&l[ IF- Y_11\Lh_ilO.CnintA!!!dlM PMAT.11'6- 'Elif-i.iEnn_Sn % , iEr__mr, wiiiA, EnPE._ lwr- 112. 'T6ui___
D.t.gg c- n n-~ S Yh:/o 4 cumua:&~ y_6. :ls L/ _ 1.y61 - .
- 23. Pres.cs Eng aveeing D.sponesson All_ pipe _. restraint sgn!ctures suppntled by_tygg _]2_smbeds For this type of connection the (DuC. C-392) are designed with_" pin" end condition. ;
l i orientation of tension anchors._is_not_gr1tical t hets fEEe t_hY_Ealnta inlDK_1he__Ill ts c r i o ffected. IIence of shear har_s. __%e load carrying capacity of embed type 12 is not a _ Rotate the embed by 90* to keep the desirco ahear 2s c4 "use as is" the fabricated einbed. , p,]g, The llCR has no safety implication. _ C ENG0Ie E E R DATE p bar orientation. # e / M
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'd * - 785 ** 1 *' 2 l Ilidland 7220 1.
Rev 4. Is a Desce pssoa 6. esosa Locasion
- 2. Usaatsj 3. Osawing/Pess PJa.
3 Aun_ Bldg. Cut Reinforcip1 S tL_H. 645'O' Aux. Bldg. El . 64 5'0" Comop C-142 (0) S.S 10. Censsectos/S ppi ., P.O. Os Spes P4o. 7. Seei.: too. S. Haplaceraens Paen c.
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'A'."' '"j.' " " Elv ss Gao g,.sc:c e.]coasr D eau Ocusar Osas O 6a is. taa.conson a cono. .: Ilote D on Drawing C-14 4, Rev. 3 states in part, " Replacement har 24. capowuon coac.u.,.c.
are not required if no more than one main bar on each face is cut ...." contrary to " ' " " " l " ' '" ' l " ' "_" l " # ' ' ' . { -the above, dded top mat bars were cut during the relocation of a 4" OXCD- j 4,,77 601-1 embedded dratif line.
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Reference:
Drill Permit #420 attached) "Q" List
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F1.103. Ilold for Engineering Disposition. 1 Ilold Tag Applied. { l o fi con & Tee GC Eh e aER DATE
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M -*+'. . Project 7220 .. PemitI.o.42c3 [, .' , pm%. n . Prepared Dy:__ . . biWtp'isciplir.c:__bl @d. Date:4 -- Q - Y l ./ - . Unit 2 Di t!9. M'J % Arch l. Elev. ddCo ' i
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q' oit el." cxC D eat c ( E2 Qt..u P ' D D.AWt, ' t P.eference Drawings M - 2 C) G_s .
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- 2. un.ws: 3. o....nstrui no. H .. 4. n== 0..ce.paiwt Aux. Bldg. Door Location. 6- 8""L*"'" "H" Wall g rill C-152/A-2] 1 h ear '.7,h" line i
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, ,, g g Q 152 1/A-37-.1 .
_Q'v"Is"*M.'o" B Ea O ~a go,,. gc o ., g , E ., oc,,,l, b. g,o._ , is. none.ns-.n.g c-4.
.: Vestern edge or 3'-la 1/2" wide opening for door ntimber 190 ,_,.
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- g (( f %g g' is Ehown on Ihig. C-152, nev.1, at a. location 29'-11" east or "6.6" line. contrary to this, due to the "As Built" location of the doorway (sketch attached), there is gyApg T
as Ci FIE LG Eh(.es4CE se e, LIB 5 - g . -l 7 OATE 3" clear cover to rebar on west side and 0" clear cover on' cast sido or door
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- I 9* aa c-EW .Trf4E weM NGenE Avr 4 opening. "Q" T.ist no. 1,203 Lit 1Uag_ Applied __Ilg1U9r_lbrincering Dieposition / $_ F J J 2XL M/ OATE g
d LONET A QC E NL)ME E 45 AuYadone2 E D SNbrE Cleam DATE B
?$% '* ?- "f ( 44*4 W " b *] ) , , f
- 21. A ng p TO ISELD ENGSNEE,00NG d 8 les 85PECsF v) vo eseosE Cy E usee.ga sesus
- 22. O hsid Eng.n.csag o.sposesion J.pst L o E ncans a nanG nsCOumae.os sa ossroses.cs,.
Recoc. mend relocating door QO,l_-1/2" uest of_pr#D9nklGGation_to_ allow _mufficient , t clear cover on both sides of the doorway. This would locate the western edge i
~of door at 29'-91/2" east or "6.6". The ramp for the dooniay will be relocated accordingly, g [ ( g [. , i/ /)
Ta %en CJC c C. J n v. 4 5 -A -3'1 [* 'U E S/3l11 Y)0,, . ^Y T-M} '
- 23. reopc Eng.ns.,mg Dispuution V /
Pro j ec t_2ng ine,c**v.t r ing. concurs _ul th_t he_fluld _enginee ring -r ecom.noedad _ dis pos it ion . Drauf na C-152 hill _he_rgYised_to show_thc_itestern_ edge _of_ door _129f1_ar 29'-9-1/2" east of "6.6" anLthe weatgIn edge _nLthe_ramn_uill_rtmalnat 3-3/4" uest of the western edge of door #190.
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- 2. un. ital 1 on.nu.g/P.es fee. nov 4. II.se o.weiption 5. 8..-. Loc.a a ENTF !
Aux. Illdg. 7220-E-541 5 4" GilS Conduit stub-ups _
@ e,is g,ine Wall ! 6. P.o. os Spes tJo. 1. See..t IJa. S. Heeal.c. mens P es ,
S. So ,se 10. Comu .e/Supph.e N/A N/A ,, u N/A .., ... Construction N/A -
- 11. Insuma.on C.it.<i. ,, , , , MA- ... . uc a u v oo-.zu o .. ..
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,2 (/y/ /7 sketch. IIold for engineering disposition. 14 hold tags. applied. 'O' List No. 3.006gyy,,f g ,ocac.naan g, yoar, ,e y .7
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l l Drawing 7220-E-541 to be revised to reflect ashuilt condition. jg g-[J f,a , d$ d fcitdLO'1'
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FJOtJCOrJfOllMAtacE REPORT . . 3 g Jota No. 19. 20. y
- 1. Psus se Naere No. Fev e g
68 f-f-Ilidland 7220 Haw liesn Desceip M 5. lism tocasson ,
- 2. U. stsi 3. os ns/Put tJe. 4. ' '
Unit #2 C-2-121 5 Tendon Sheathing Pour #CC(734.1) a'
- s. e o o. ss n 7. su n.. a. a.pi . ,aiPui , , , ,
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C-2, Rev. 8 ti/A P,n J/A. ... II/A_ no. ._Ji/A__ Construction fl/A II. Insp.co..a Cot.i. , , , , , C;9 00:17 ... su c or o.ee m an .. ...,c.. 1, co o 3 4. on......a o,.ng is. geenp rw.e.4 e,
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is. no ocoon . co a. Specification 7220-C-2, Rev. 8, Para. 11.6.1.1 states in part...
"The circunferential location of any point on the vertical sheathing shall be
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uitbin + 1 1/2" of the location given on the tendon placement drawings." llouever, yb _f/ u/ p oata " ee o s cv esat where the sheathing emerges from the existing concrete at El. 734'-1", one sheathing, f. ,prg~ o aynsee.s a esergi 6usi-Es u,-)2.h.j e ifra T. g/ g .a.t , V40, should have been placed at l' 1 7/8" Lt. as per vendor drawing but was in fact ; ,p .} (. - J placed at 1 1/2" 1.t. an error of l'-0 3/8. Ilold for Engineering Disposition. 1 Iloi d. """*"f'"**
~ 'uTuofel2 E o $NsPECToV A DATE Tag Applied. "Q" List #1.107. -
Di 25. D.spope a Hon s s
- 37. H.por1<4.13 v ,p D.ie ,/ l8.j)/4ti i y
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- 23. a 'i.ng u t o rea 60 LN cee.a 6 wan n Otso E o ossroseT eore To PHostCT ENGH4EESHNG
- 22. OFaslJ f av'aeonnaonpouse.es %eL Lo EF4GHet kHH;G seELoMMCre I *- $n . %
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- 23. Psee=<t tav avenng Onpuun n As confirmed by TilX dated 5/9/77 Tendon SheathiniLU9_18 _
Ipet elJ gttretly_at_EL 723'-11". The misplaced tendon sheathing between El. 723'-11" 5 734'-1" is similar to a displaced tendon around a penetration. It does not create any_sg g y_ implication. Ilence "use as is" disposgion recommended by Field Engineering is acceptable to Project Fn gi n e e r i ng,__IM,s_t ynden_shtalM D R ShR[I he brgUg])t to itS .j A , r y' ariginal alignment using a 30'-0" radius curv as shourpon the attached SIC-C-540, Rev. A. g
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h e. DATE I REVIstONS l SY l CHK,D l , f 3 SCALE IJ o *4 E- ' DE36GNED C, 740 lORAWN f.,, , "M C p 0"'o'" 14fDLAND PLANT IJuiTS id2 'oa a* 7220
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