ML20199A657

Rev 2 to Procedure QI-QAP-11.1-31, Installation Insp of Mechanical Joints

ML20199A657
Person / Time
Site:	Comanche Peak, 05000000
Issue date:	01/12/1982
From:	Faulkner R, Washington R BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.)
To:
Shared Package
ML17192A346	List: IA-85-313, Partially Withheld Transcript of Technical Review Team 840919 Interview W/Unidentified Person in Eagle Mountain,Tx Re Welding Activities ML17192A345 ML20199A477 ML20199A484 ML20199A490 ML20199A497 ML20199A503 ML20199A510 ML20199A517 ML20199A525 ML20199A531 ML20199A536 ML20199A543 ML20199A546 ML20199A553 ML20199A559 ML20199A564 ML20199A570 ML20199A575 ML20199A581 ML20199A586 ML20199A592 ML20199A599 ML20199A605 ML20199A613 ML20199A618 ML20199A624 ML20199A628 ML20199A633 ML20199A639 ML20199A645 ML20199A650 ML20199A657 ML20199A661 ML20199A667 ML20199A670 ML20199A678 ML20199A682 ML20199A688 ML20199A694 ML20199A705 ML20199A709 ML20199A715
References
FOIA-85-313, FOIA-85-59, FOIA-86-A-20 QI-QAP-11.1-31, NUDOCS 8606120568
Download: ML20199A657 (7)

Text

I BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE J08 35-1195 QI-QAP-11.1-31 2

JAN 1E 722 1 Of 7 TITLE:

ORIGINATOR:

[ggg,r j_g-px DATE INSTALLATION INSPECTION OF MECHANICAL JOINTS REVIEWED BY:

. h cu2)u. h f..jf.g AFPROVED BY:

2A

~

QA Manageb.

DATE

1.0 REFERENCES

1-A QI-QAP-11.1-26, "ASME Pipe Fabrication and Installation Inspection" 1-B QI-QAP-10.2-7, " Visual Inspection of Weldments" 1-C QI-QAP-11.1-37, " Instruction! for E h/Q atiogTygvd*ngrostl' Q

eview s and Utilization of Construc W

M 1-0 CP-QAP-16.1, " Control of N foming Items" FllSTOR.I.MI, ['

C8 2.1 PURPOSE AND SCOPE e

This instruction delineates the requirements to be used when perfoming installation inspection of mechanical joints.

2.2 RESPONSIBILITY The Site Quality Assurance Manager is responsible for review, approval and implementation of this instruction.

2.3 BOUNDARIES The boundaries of a component to wfich i

~

tacYed I

shall be at the limit of reinforcemen t.

IWa11 not be closer to the main shell of a vengl,49umpoor3 vaivF l

1 than:

f ~ %.:;

m.

.y 'W k i U! t M

' h is# @, ll Te l

a.

the first bolted fl ange face; b

a considered part of the piping; PPPW 1

b.

the first threaded joint in screwqd connackienn N)/A 8606120568 860604

^j,,' [ 7 p

']

yk G$DE w

A-20 PDR

'l ISSUE BROWN & ROOT, INC.

NUMBER REVISION DATE PAGE CPSES JOB 35-1195 QI.QAP-11.1-31 2

JAF 12 E 2 of 7 1

3.0 INSTRUCTION 3.1 IDENTIFICATION The Quality Control Inspector (QCI) shall verify that pipe spools to be joined are identified as described in Reference 1-A.

Addi tionally, the QCI shall record the Material Requisition number the pipe spool is released on for threaded connections only.

3.2 THREADED CONNECTIONS 3.2.1 Pipe Wall Thickness The QCI shall verify the pipe wall thickness is as specified on the BRP drawing in addition to the following:

(This is 1

performed at the time of threading.)

a.

pipe with a wall thickness less than that of standard weight of ANSI B36.10 steel pipe shall not be threaded, regardless of service (See Attachment 1 for standard wall thickness);

.b.

threaded pipe connecting to orifice flanges shall have

' a minimum wall thickness of schedule 80.

3.2.2 Thread Compound The QCI shall verify that only Neolube No. 2 is used as a thread compound and is applied as follows:

Neolube is limited to threads and shall not protrude a.

onto the unthreaded portion of the pipe; b.

Neolube is applied in an even, uninterrupted coat anti -

allowed to dry prior to thread enama r.t.

C M r A D M A.T h I 3.2.3 Threads N Unmh' T

.;m. -? DlVyI The QCI shall verify the following:

jj p a.kB 91 e

a.

all threaded ends are reamed and f'

sf b.

threaded er.ds are not damaged anc free of h ction-

-L L-1

.,. -., - ~... - -,.,. -. - - - - - - - _ -,

ISSUE BROWN & ROOT, INC.

REVISION DATE PAGE NUMBER CNU JOB 35-1195 QI-QAP-11.1-31 2

mng 3 of 7 l

3.2.4 Pipe Thread Engagement The QCI shall verify the minimum thread engagement of threaded connections as shown in Attachment 2, column L '.

2 3.2.5 Threaded Connections Requiring Seal Welding The QCI shall verify and visually inspect seal welding in accordance with Reference 1-B in addition to the following:

a.

no thread compound is used; b.

exposed threads are completely covered with weld metal.

3.2.6 Documentation The results of QCI verifications shall be recorded on the Construction Operation Traveler (Reference 1-C), if utilized by Construction.

If no traveler is used, QCI verification shall be recorded on Inspection Report, Attachment 3.

On completion - of all QCI verification, the discipline QC l

Superintendent shall review the documented results and indicated approval by signing and dating the appropriate

. document.

When seal welding is performed the inspection results shall be documented as required by Reference 1-A.

~

Threading QCI verification (see 3.2.1) shall be documented on the Manufacturing Record Sheet (Reference 1-A).

3.3 FLANGE CONNECTIONS 3.3.1 Cleanliness The QCI shall verify flange faces are thorou es o

remove rust, scale, dirt, paint, etc.

if]\\,{

s 3.3.2 Traceability I

, ~ "/

g:q _; j.- Q; The QCI shall verify Material Requis n nuinbeHin'd coli.

code of gasket material, heat number iugsb64f nu s and bol ts or studs are recorded on he Con action Operation Traveler (Reference 1-C).

y l

ISSUE BROWN & ROOT, INC.

' NUMBER -

REVISION DATE PAGE CPSES JOB 35-1195 QI-QAP-11.1-31 2

JAN 121982 4 of 7 l

3.3.3 Alignment The QCI shall verify flanges are aligned as follows:

a.

within 3/64 inch normal and with respect to flange outside diameter; except b.

when pipe is to connect to a flange - on equipment (i.e... valves, pumps, etc.), the face of the flange is aligned to the lesser of 25% of the gasket thickness or as described in a. above.

3.3.4 Bolting The QCI shall verify at least one complete thread is exposed above the nut face.

3.3.5 Documentation The Construction Operation' Traveler shall be used to document the QCI verifications described in this section (Reference 1-C).

4.0 NONCONFORMANCES All nonconfonning conditions will be reported in accordance with Reference 1-D.

INFuxa:og Ai t0!I en m 4

• • i iRlrkTfl

(,,DG 13 RV "l=;

gm m e, S*'9

• -O'*

- - ~

.4-,-

7 y-_

SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE J08 35-1195 ~

QI-QAP-11.1-3]

2 JAN 121982 5 of 7 ATTACHMENT 1 PIPE SIZES AND WALL THICXNESSES NOMINAL CUTSIDE SCHEDULE SCHEDULE STANDARD PIPE SIZE O!AMETER 40 80 1/8 0.405 0.068 0.068 0.095 1/4 0.540 0.088 0.088 0.119 3/8 0.675 0.091 0.091 0.126 1/2 0.840 0.109 0.109 0.147

.3/4 1.050 0.113 0.113 0.154 1

1.315 0.133 0.133 0.179 l

14 1.660 0.140 0.140

'O.191 14 1.900 0.145 0.145 0.200 l

r6,NoDhrg; 2

2 375

'5' 24 2.875 0.203

{0. M V'"d'.I76'~

\\ ?Q ' % iTT?

4 QUI

?PRV 4

l.

4

E 8

2 m

x M 0" I

b $$

4 L.

- RJ r 3

~'!

i

/

warmann m

t =

em V

\\

u j

7

[*?U W B. '

3 y

v n1 c

g H L.1 i

d m

h Yette 4. 4eele Bleseeiese of SSA (Amedesel assederd Teper Pipe Thread. WPT' N

9 s

'.**w*8** 1 y't fg m8',

mesesper puees yesman gaensi m a geomi.in.e4 gens.4 i

eqpe mes

ripe, 1h*'4 WD I

el. ',

L*'e**. L.

m' i

8 a

F Thea4 E.

en Thes.

E, Sn.

Ads.

f, m

n 3

i a

a a

s s

3 s-e a

si m

.I.

e.4es or e4nu e.ussi s.lsis 4.x e.ina e.nu r.n e.nese it.

e.se a

e.usu

e. ann e.nre 4.m e.n us e.nu r.as e.wsw z

si.

e.s s l4 e.nsu e.nni s.nu 4.32 e.6 ret e.wra s.n e.6nu

. 'i' e.no 34 eines e.nues e.in 4.4e.

e.nsas e.sur 1.n

e. nis I

s/s 3.864

$4 - Meel e.M768 e.Sle 4.78 e.M487 e.54SI 7.64 8.Mlle 3.3, E t.

e.eM96 1.28M3 e.4ee 4.Se I.23M3 e.483e 7.85 1.2M3e OU

, s/s 8.41 l

' rS 8.S5788 e.4M 4.85 8.68Sle 0.7N4 8.15 l.48138 6d

> to j, e. ASH 6 ya 3.el i 100H6 8.7 Net e.4N 4.e3 8.82n4 8.7335 8.32 B.MSM co

~8 C 2

3.37 L e

2 e30sSS 3.269 3 4.4M S.el 2.2H37 a.FS45 4.Pe 2.386M 2 efs

3. a

-s.:.

e.

!.75e53 e.8

.46 3.78314 1.1376 e.le 2.7e062 3

4.

b 4.

l.84048 e.7

.38 3.H4Se

'.2ete e.48 3.48663 j}3 s its 4.

b e.teses

i.astse e.t

.s3 3.assel

.3see le.es

3. slut 4

4.se 7 3

e. git,e) 4.84440 4.444

.78 4.84718

. lees M.44 4.48842 o

a s

(KT'lt P3 N;h >~.~~

'o l

4 Lj

}

y

s SROWN & ROOT, INC.

ISSUE CPSES NUMBG REVISION DATE PAGE QI-QAP-ll.1-3' 2

JAN 12 LEE 7 of 7 ATTACHMENT 3 consANcMt Ptait sitAM s' SCTaic STAT!oN er-INSPECTICN REPCRT

[a iras asscasar.ca,miri aas.wa iwi.mrusr.cn c.

Jsysms, srwcron ;,uca, arc a nr muoto s mts a

l

. o so. =v..

. m m m.

.I g

C.1 S

c

8es7tCt*M oN g

insa namn.rs O mespec,ei cowurres, au. asaucasu irmas sar:sractene

• • '"sncren oars Q inspecnes cowurso, visarispacrear iross us to es.=w

,,,',{7,,

INSPECTICM ATTM18UTt3 gayg i

1.

I soool is properly taanttttee per QI-QAP-ll.1-26 l

l l

l l

i I

2.

l Spool is released on MRW l i l i

3.

l There are no obstructions inside secci l l l

4 l Threads are not daseced (Flat. Surred. Chfoced) l l l

~

5.

l Meolube properly soolied l l l l*

li I

6.

l Thread enosoement correct ser QI. CAP-11.1-31, Atchant 2 I

7.

l Excess neolube removed ll l

8.

1 Pecord the followino II I

I

!l l

l i A.

Spool

• to 50001 l l !

I l

E.

Line No.

Rewort i I l l l l

l

• Indicates Threaded 50001 l l l l

l "Cheet Aswork if Aggitcaole l l l l

l l l 1 i

II i

e I

. AlWM en e.P A NTIO N !)

I mg6%jF

'T. Ui\\Mi'>2f1*' Il l

44%*i w, sm '.PM.; }i t i

5.-

ltv a

c 'lv l w i i i

in ML J ak I i ei I l

_A i

l I

l WW \\ll l lI menaans (cue, specs, ricJ 4

3*ft i menature 88 arsa sca.e i LA. CLOatS C.

sl i)L bijnerintenCont

.s

,ne--,e-.,

.----,r--,.

-