HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2011-3-14
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1EI1II10 & INIPEGlON, INC
Geoted1nicaI & Conslrudion SeIVires
Report of Inspection Services
Welding/High-Strength Bolting
Client: Mr. Wally McCullough Project:
EWEB
500 E. 4th Ave.
Eugene, Oregon 97440
Hayden Bridge Filtration Piant
Filter N4, N5 & N6 Improvements
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
IDNo.:
Inspection of:
Fabricator or Erector:
Contractor:
Welding
F alWest Ironworks
Triad Mechanical
Shop: Ii1I
Weather:
BP No.:
03-14-11
2117001
E-27918
R. Bowling
02120381
AWS CWI
Field: 0
Inside
SPR 2010-00041
Performed continuous visual inspection of complete penetration welds, Prior to inspection, reviewed
fabricator's weld procedures, welder qualifications and fit-up. Welding was performed by two (2) certified
welders using FCAW process with E71T-1 electrodes. Monitored amps, volts and travel speed for
adherence to fabricator's pre-qualified welding procedure.
Welding was completed on side 1 of 2-sided complete penetration welds with back gouge on saddle beam
seats S5.0-5 (2 pieces) and S5.0-1 (11 pieces). Ultrasonic testing will be performed when components
are completed.
Chris (FalWest Ironworks) was advised of the shop observations.
To the best of our knowledge, the work checked and in-progress is in conformance with revised drawings
dated 02-21-11and applicable AWS D1.1 code, except if noted above.
Reviewed By:
~:e~.~
Technical Manager
c:
EWEB - Michael Sticking (email)
OBEC- Pete Slocum (email)
Triad Mechanical - Dennis Carroll (email)
Triad Mechanical - Gary Barnes (email)
City of Springfield
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RECEIVED
MAR 2 4 2011
This report and/or enclosed test data is the cOnfidential property of the client to whom it is addressed and pertains to the specific process and/or material
evaluated. As such;informatlon contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing 8.
Inspection, Inc.'s written authorization.
750 ~CaneII AVfSJ.2' CavalIis, 0reg0097330. J*'t.re(541) 757-4698. fax(541) 757-2991
29540 BAipat Rem . Et.gene, Qeg:xl97402 . ~ (541) 684-3849 . fax (541) B84-3B51
62979NEP\aleaJliMl, SliIe3' Ben:l,Qegcn97701' (trre(541)382-4844 'fax(541)3B2-4846
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Page 1 of 1
GeolechnicaI & Construction Services
Report of Inspection Services
Welding/High-Strength Bolting
TESTING & INSPEOION, INI
Client: Mr. Wally McCullough Project:
EWEB
500 E. 4th Ave.
Eugene, Oregon 97440
Hayden Bridge Filtration Plant
Filler N4, N5 & N6 Improvements
Springfield, Oregon
Date: '
Project No.:
Report No.:
Inspector:
10 No.:
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Farwest Ironworks
Triad Mechanical
Shop: iii
Weather:
BP No.:
03-15-11
2117001
E-27919
R Bowling
02120381
AWS CWI
Field: 0
Inside
SPR 2010-00041
Performed continuous visual inspection of complete penetration welds. Welding was performed by two (2)
certified welders using FCAW process with E71T-1 electrodes. Monitored amps, volts and travel speed
for adherence to fabricator's pre-qualified welding procedure. '.
Complete penetration welding was completed on the following components: walkway ,end supports - 2,1-1,
2.1-3, 2.1-4 and 2.1-5; saddle beam seats - 5.0-1 (8 pieces). Ultrasonic testing was performed on
complete penetration welds and is reported under a separate cover. Welding was also completed on
walkway frames 3.3-1, 3.4-1,3.5-1 and 3.6-1.
Chris (Farwest Ironworks) was advised of the shop observations.
To the best of our knowledge, the work checked and in-progress is in conformance with revised drawings
dated 02-21-11 and applicable AWS 01.1 code, except if noted above.
Reviewed By:
fJti:(.~-
Michael :. M~
Technical Manager
c:
EWEB - Michael Sticking (email)
OBEC- Pete Slocum (email)
Triad Mechanical - Dennis Carroll (email)
Triad Mechanical - Gary Barnes (email)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material
evaluate(!, As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed Without FEI Testing &
Inspection, Inc. 's written authorization.
7fJJNWCaroOA"",,' ~Oregon=' """,(541)757_'12><(541) 757-2991
29540BA>patRoo:l' Eugero, 0reg0n97"". ""'" (541)_' 12><(541) 61143851
62979 NE PIaleaJOriI.e, SLile3' Ben:l, Q'egal97701 '11UJe (541)382-4844' fax(541)382-4848
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Page 1 of 1
TESTING & IIISPECTION, INC
GeoIechnical & Construction SeNices
Report of
Ultrasonic Examination
Client: Mr. Wally McCullough
EWEB
500 E. 4th Ave.
Eugene, Oregon 97440
Project:
Hayden Bridge Filtration Plant
Filter N4, N5 & N6 Improvements
Springfield, Oregon .
Date:
Project No.:
Rpt. No.:
BP No.:
Technician:
ID#:
Shop Ii!!
WeldlD:
Joint ID:
Contractor: Triad Mechanical
Fabricator or Erector: Farwest Ironworks
03-15-11
2117001
E-27920
SPR 2010-00041
R. Bowling
A.S.NT Level II
Field 0
Complete Penetration
Plate Corner Splice
Decibels DIscontinuity
e . e e
0
. 0_ u ~ " .0 D .
lf e-
If ... B e i ~ fl ~ e 0
e ~~ e ~ Distance
Location '" " ';..J e . S
~ 0: ~ l!I~ ,,'" Ii
. . .E '" .E E
1l u " g.
0 , If. "
0 ~ j; ." :[~
il " E D ;; e From X FromY
.. e 2 D . b d e i!'5
" ~ ... ~ j c j "",- 2lti:
Walkway End SUDDOrts
2.1-1 X 70' A 1&2 39 db
2.1-3 X 70' A 1&2 39 db
2.1-4 X 70' A 1&2 39 db
2.1-5 X 70' A 1&2 39 db .
Saddle Beam Seats
5.0-1 (8 pieces) X 70' A 1&2 39 db
Calibration Blocks: IIW, DSC Frequency. 2.25 mhz Couplet: Sonotech UTY
CodeCrtterla: AWSD1.1 Equipment No.: Epoch 48 -Gain dB a-b-c=d
Reviewed By:
(l~;~
Technical Manager
c:
EWEB - Michael Sticking (emall)
OBEC- Pete Slocum (emall)
Triad Mechanical- Dennis Carroll (emall)
Triad Mechanical- Gary Barnes (emall)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to who.m it Is addressed and pertains to the specific process and/or
material evaluated. AS such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI
Testing & Inspection, Inc.'s written authorization.
79JtWCan9lA\e1.J:!o. Cadl, 08p'l97.m. fhre(541) 7574lJ3 .bc:(,541) 757-2:B1
26llBPlplt"""E1qre,ClBp19741!'I'Jre(541)_.tI<(541)Eil4af>1
62979 NE """"'" 0INe. SuOe3. Ba'd. 0rega197701 . pI"ore (541)382-4844"" (541) 382"",,^
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Page 1 of 1
TESTIIIG & IflSPEaIOfl, Ifle
Geotechnical & Conslrudion SeM:es
Report of Inspection Services
Welding/High-Strength Bolting
Client: Mr. Wally McCullough Project:
EWEB
500 E. 4th Ave.
Eugene, Oregon 97440
Hayden Bridge Filtration Plant
Filter N4, N5 & N6 Improvements
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Farwest Ironworks
Triad Mechanical
Shop: Ii1I
Weather:'
BP No.:
03-16-11
2117001
E-27921
R. Bowling
02120381
AWS CWI
Field: 0
Inside
SPR 2010-00041
Performed continuous visual inspection of complete penetration and partial penetration groove welds.
Welding was performed by two (2) certified welders using FCAW process with E71T-1 electrodes.
Monitored amps, volts and travel speed for adherence to fabricator's pre-qualified welding procedure.
Welding was completed on complete penetration joints of beam saddle seats 5.0-1 (3 pieces) and 5.0-5 (2
pieces); walkway end supports 2.1-2 and 1.1-6. Ultrasonic testing was performed on completed sections
and on repaired sections, and is reported under a separate cover. Partial penetration welding was
completed on column connection clips for columns 2.0-1, 2.0-2, 2.0-3, 2.0-4, 2.0-5 and 2.0-6
Chris (Farwest Ironworks) was advised of the shop observations.
To the best of our knowledge, the work checked is in conformance with revised drawings dated 02-21-11
and applicable AWS 01.1 code, except if noted above.
Reviewed By:
fh.~~
Michaell. Meyer
Technical Manager
c:
EWEB - Michael Sticking (email)
OBEe- Pete Slocum (email)
Triad Mechanical- Dennis Carroll (email)
Triad Mechanical- Gary Barnes (email)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to Whom it is addressed and pertains to the specmc process andfor material
evaluated. As such, Information contained herein shall not be reproduced In part or full and/or any part thereof be disclosed without FEI Testing &
Inspection, Inc.'s written authorization.
7f1JWJCardA""'-'" CawII.. o.goo 97330, ptme(541)757-469B 'fax(541) 757-2991
29540 BAipat Roa:l. &qore. o.goo 97402. ptme(541)""""'" 'fax(541)6B4<l851
62979NE PIaIeaJ cnw, SliIe3. Ben::l, ()'egcr197701 . fi'ale(541) 382-4844 .fax(541) 3B2-4846
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Page 1 of 1
TESTIlIG & IIISPECTlON, IN(
Geotechnical & ConsIrudion Servires
Report of
Ultrasonic Examination
Client: Mr. Wally McCullough
EWEB
500 E. 4th Ave.
Eugene, Oregon 97440
Project:
Hayden Bridge Filtration Plant
Filter N4, N5 & N6 Improvements
Springfield, Oregon
Date:
Project No.:
Rpt. No.:
BPNo.:
Technician:
10#:
Shop 0
Weld 10:
Joint 10:
Contractor: Triad Mechanical
Fabricator or Erector: Farwest Ironworks
03-16-11
2117001
E-27922
SPR 2010-00041
R. Bowling
A.S.NT Level II
Field 0
Complete Penetration
Plate CornerSplice
Decibels DiscontinuIty
c . c c
0
. 0_ u " . 0" ~
g- O- e, ~ ~ ~~ ~ II B:$ ~ Distance
c c
Location 0: ~ .. ~S ';.3 c . - . S
. ii ..... "'" .
1l . . .. 0: :;: .. is E
" u ,g .
0 0 , . . ,
0 " ... j; j; U
i . "5
!!1 c E " ~OI!; From X FromY
.. E e if a b d c "
C . c .!.i:
,. ... .... ... ... ... ..
Saddle Beam Seats
5.0-1 #9 X 70' A 1&2 39db
5.0-1 #10 X 70' A 1 39db +2 db 15' 3/8" -0 0
5.0-1 #10 (repair 1) X 70' A 1 39 db -7 db 4" 3/8- -0 +2-
5.0-1 #10 (repair 2) X 70' A 1&2 39 db
5.0-1 #11 X 70' A 1 39 db -5 db 4" , 3/8- -0 +2-
5.0-1 # 11 (repair) X 70' A 1&2 39db
5.0-5 (2 pieces) X 70' A 1&2 39 db
Walkwav End Suooorts
2.1-2 X 70' A 1&2 39 db
1.1-6 X 70' A 1 39 db -2 db 4- 3/8- -0 +3-
1.1-6 (repair) X 70' A 1&2 39 db
Calibration Blocks: UW,DSC Frequency: 2.25 mhz Cou~let Sonotech UTY
CodeCrlterla: AWSD1.1 Equipment No.: Epoch 48 ....Galn dB a-b..c-d
Reviewed By:
/h.J(.~
Michael L. Meier
Technical Manager
c: EWEB - Michael Sticking (email)
OBEC- Pete Slocum (email)
Triad Mechanical- Dennis Carroll (email)
Triad Mechanical - Gary Barnes (email)
City of Springfield
MLM:sc
This report andlor enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or
material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof 'be disclosed without FEI
Testing & Inspection, lnco's written authorization.
7S)NNCmD"""'.""""'0e0:n97m'''''''(541)757'-''''(541)757-2!B1
:!!E4OB/>IpJI_'~0e0:n97<<12'''''''(541)_''''(541)€84Jll51
62979f'.E PI<iaaJ~, Suite 3 . Berd, 0l!gcn97701 . Jfu1e(541) 3B2-4844 .fax(541) 382-4846