HomeMy WebLinkAboutDaily Report of Structural Steel Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
Carlson Test• Eugene Office (541) 345 -0289
ing, Inc• Salem Office (503) 589 -1252
Tigard Office (503) 684 -3460
Daily Report of Structural Steel
Client: NORTHWESTERN TERRITORIES INC SHAWN WEST
Project: NIPPON BIOMASS COGENERATION PROJECT CTI Job T1205903.
Address: @INSTA -FAB VANCOUVER WA Jurisdiction: PORT ANGELES
CTI representative R BATY OBOA 411
was on site this date May. 16, 2012 to perform Special Inspection for:
Permit 11 -1239
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
1. Checked in with superintendent, client or shop rep.
Name:
BRIAN MADE FINAL WELD INSPECTION OF BEAMS PC /MKS B501
Company: INSTA -FAB AND B502.
ei
2. Inspection was "IBC" Continuous I I Periodic
3. Work performed: In the field x At fab shop
INS TA- FAB
0
4. If shop inspection do they have fabrication and QC
procedures? I x I Yes No N/A
INSPECTION
Yes NoN /A
1. Reviewed previous inspection reports? x
2. Verified steel materials are in compliance by reviewing
random samples of the mill test reports, steel ID X
markings or other documentation.
3. Verified weld filler materials conform. x
4. Checked steel members to see they were fabricated and
erected in accordance with the workmanship and X
tolerances required.
5. Checked welded studs and structural connections were REPORT SUMMARY
installed as required. X
6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: x Completed In progress
7. Verified the quality of welds produced by welders, 2. Completed work inspected was in compliance with
welding operators, and tackers conform. x P P P
8. Verified steel frame joint details for bracing, stiffening, x Approved plans and specifications Shop drawings
member locations, and application of joint details at each X RFI Design change I I Submittal N /A
connection are in compliance by random sampling.
Document #(s) Dated:
WELDER INFORMATION
3. Noncompliance item(s) were noted this date, details on
Welders Name: ON FILE AT SHOP
following page(s). Yes No x N/A
Certification
4. Noncompliance item(s) were reinspected this date, details
Yes No N/A on following page(s). I I Yes No x N/A
1. Verified the contractor's Welding Procedure
Specifications are in conformance with X I I Conform Remain in progress
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with
Welding Procedure Specifications were x BRIAN
employed during execution of the work. of INSTA FAB
3. Verified the weldability ofreinforcing steel Based on the Code, approval is required from the Building Official before the
other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
See additional report page(s). Distribute attachments. Page 1 of 1
Daily Report of Structural Steel For: 05/16/2012
CTI Job T1205903.
Project: NIPPON BIOMASS COGENERATION PROJECT
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subj ect to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Keith Gauvin
Review Date: 05/25/2012
RB /CK
CC: NORTHWESTERN TERRITORIES INC SHAWN WEST SHAWN @NTI4U.COM
8430 SW HUNZIKER ST, TIGARD OR PO BOX 23814, TIGARD OR 97281
Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
Eugene Office (541) 345 -0289
Carlson Testing, Inc. Salem Office (503) 589 -1252
Tigard Office (503) 684 -3460
Daily Report of Structural Steel
Client: NORTHWESTERN TERRITORIES INC SHAWN WEST
Project: NIPPON BIOMASS COGENERATION PROJECT CTI Job T1205903.
Address: @INSTA -FAB VANCOUVER WA Jurisdiction: PORT ANGELES
CTI representative R BATY OBOA 411
was on site this date May 15 2012 to perform Special Inspection for:
Permit 11 1239
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
1. Checked in with superintendent, client or shop rep.
Name:
BRIAN MADE PRE INSPECTION OF BEAMS B501 AND B502. THIS
Company: INSTA FAB WAS OF THE 1/4" FILLET WELDS AT STIFFENERS,
WHICH WILL BE COVERED WHEN P310 IS FITTED AND
2. Inspection was "IBC" n Continuous x Periodic WELDED
3. Work performed: In the field x At fab shop
INSTA FAB FINAL WELD INSPECTION TO BE DONE LATER.
4. If shop inspection do they have fabrication and QC
procedures? x Yes No N/A
INSPECTION
Yes NoN /A
1. Reviewed previous inspection reports?
2. Verified steel materials are in compliance by reviewing
random samples of the mill test reports, steel ID X
markings or other documentation.
3. Verified weld filler materials conform.
4. Checked steel members to see they were fabricated and
erected in accordance with the workmanship and X
tolerances required.
5. Checked welded studs and structural connections were REPORT SUMMARY
installed as required. X
6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: Completed x In progress
7. Verified the quality of welds produced by welders, 2. Completed work inspected was in comp liance with
welding operators, and tackers conform. x p p p
8. Verified steel frame joint details for bracing, stiffening, x Approved plans and specifications Shop drawings
member locations, and application of joint details at each X RFI Design change r 1 Submittal N/A
connection are in compliance by random sampling.
Document #(s) Dated:
WELDER INFORMATION
3. Noncompliance item(s) were noted this date, details on
Welders Name: ON FILE
following page(s). Yes r I No x N/A
Certification AT SHOP
4. Noncompliance item(s) were reinspected this date, details
Yes No N/A on following page(s). Yes No x N/A
1. Verified the contractor's Welding Procedure Conform Remain in progress
Specifications are in conformance with X
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with
Welding Procedure Specifications were BRIAN
employed during execution of the work. of
I NS TA- FAB
3. Verified the weldability ofreinforcing steel Based on the Code, approval is required from the Building Official before the
other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
See additional report page(s). Distribute attachments. Page 1 of
Daily Report of Structural Steel For: os /15/2012
CTI Job T1205903.
Project: NIPPON BIOMASS COGENERATION PROJECT
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Keith Gauvin
Review Date: 05/25/2012
RB /CK
CC: NORTHWESTERN TERRITORIES INC SHAWN WEST SHAWN @NT14U.COM
8430 SW HUNZIKER ST, TIGARD OR PO BOX 23814, TIGARD OR 97281
Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
Eugene Office (541) 345 -0289
Carlson Testing, Inc. Salem Office (503) 589 -1252
Tigard Office (503) 684 -3460
Daily Report of Structural Steel
Client: NORTHWESTERN TERRITORIES INC SHAWN WEST
Project: NIPPON BIOMASS COGENERATION PROJECT CTI Job T1205903.
Address: @INSTA -FAB VANCOUVER WA Jurisdiction: PORT ANGELES
CTI representative R. BATY OBOA 411
was on site this date May. 14 2012 to perform Special Inspection for:
Permit 11 1239
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
1. Checked in with superintendent, client or shop rep.
Name:
BRIAN MONITORED FIT -UP AND WELDING OF FLARE BEVEL
Company: INSTA -FAB WELDS
2. Inspection was "IBC" x Continuous Periodic MADE FINAL WELD INSPECTION OF PC /MKS B500, B504,
3. Work performed: I I In the field x At fab shop B505, B506, B509, C500, C501, B507, B508, B503,
INSTA-FAB M314, M311, M313, AND M312.
4. If shop inspection do they have fabrication and QC (2 EA) M301 AND M310.
procedures? I X I Yes No I I N/A (4 -EA) M214, M315, AND M300.
INSPECTION
Yes NoN /A
1. Reviewed previous inspection reports?
2. Verified steel materials are in compliance by reviewing
random samples of the mill test reports, steel ID X
markings or other documentation.
3. Verified weld filler materials conform.
4. Checked steel members to see they were fabricated and
erected in accordance with the workmanship and X
tolerances required.
5. Checked welded studs and structural connections were REPORT SUMMARY
installed as required. X
6. Verified high strength bolts and fasteners conform. x I, Work inspected was: X Completed In progress
7. Verified the quality of welds produced by welders, 2. Completed work inspected was in compliance with
welding operators, and tackers conform. X p p p
8. Verified steel frame joint details for bracing, stiffening, x Approved plans and specifications I X I Shop drawings
member locations, and application of joint details at each X RFI Design change Submittal I I N/A
connection are in compliance by random sampling.
Document #(s) Dated:
WELDER INFORMATION
3. Noncompliance item(s) were noted this date, details on
Welders Name: ON FILE
following page(s). I Yes No I X I N/A
Certification AT SHOP
4. Noncompliance item(s) were reinspected this date, details
Yes No N/A on following page(s). Yes No X N/A
1. Verified the contractor's Welding Procedure Conform I I Remain in progress
Specifications are in conformance with X
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with
Welding Procedure Specifications were X BRIAN
employed during execution of the work. of INS TA FAB
3. Verified the weldabilityofreinforcing steel Based on the Code, approval is required from the Building Official before the
other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
See additional report page(s). 7 Distribute attachments. Page 1 of
Daily Report of Structural Steel For: 05 14 2 012
CTI Job T1205903.
Project: NIPPON BIOMASS COGENERATION PROJECT
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Keith Gauvin
Review Date: 05/25/2012
RB /CK
CC: NORTHWESTERN TERRITORIES INC SHAWN WEST SHAWN @NTI4U.COM
•iii
8430 SW HUNZIKER ST, TIGARD OR PO BOX 23814, TIGARD OR 97281
Bend Office (541) 330 -9155
Geotechnical Office (503) 601-8250
Eugene Office (541) 345 -0289
Carlson Testing, Inc. Salem Office (503) 589 -1252
Tigard Office (503) 684 -3460
Daily Report of Structural Steel
Client: NORTHWESTERN TERRITORIES INC SHAWN WEST
Project: NIPPON BIOMASS COGENERATION PROJECT CTI Job T1205903.
Address: @INSTA -FAB VANCOUVER WA Jurisdiction: PORT ANGELES
CTI representative K EDWARDS OBOA 78 3
was on site this date Apr. 20, 2 012 to perform Special Inspection for:
Permit 11 1239
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
1. Checked in with superintendent, client or shop rep.
Name: BRIAN WILL PERFORMED CONTINUOUS AND PERIODIC VISUAL WELD
Company: FAB CO INC INSPECTION FOR CONFORMANCE TO THE PROVIDED SHOP
DRAWINGS DETAILS AND AWS D1.1 VISUAL ACCEPTANCE
2. Inspection was "IBC" Continuous x Periodic CRITERIA.
3. Work performed: In the field I X I At fab shop
INSTA -FAB CO INC
1 -PC EA COLUMNS: MARK #'S C405, C406, C407, C423
C400. 1 -PC EA BEAMS: MARK #'S B412, B428,
4. If shop inspection do they have fabrication and QC 13460, B433, B415, 3436, B431, B427, B432, AND
procedures? x Yes No N/A 4 -PCS #B409. 1 -PC COLUMN #C401, 2 -PCS B408,
8 -PCS EA MARK #'S HB401 -R, HB401 -L, 1 -PC EA
INSPECTION HB406 -R H13406 -L, PLATE ASSEMBLY.
Yes NoN /A
1. Reviewed previous inspection reports? X
2. Verifiedsteelmaterialsareincompliancebyreviewing CONTINUOUS VISUAL INSPECTION ON 3 PCS, COMPLETE
random samples of the mill test reports, steel ID X JOINT PENETRATION WELDS AT COLUMN PLATES MARK
markings or other documentation. S C402 C403, 1 COLUMN EACH
3. Verified weld filler materials conform.
4. Checked steel members to see they were fabricated and (CONT' D)
erected in accordance with the workmanship and X
tolerances required.
5. Checked welded studs and structural connections were REPORT SUMMARY
installed as required. X
6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: x Completed I I In progress
7. Verified the quality of welds produced by welders, 2. Completed work inspected was in compliance with
welding operators, and tackers conform. X p p p
8. Verified steel frame joint details for bracing, stiffening, Approved plans and specifications x Shop drawings
member locations, and application of joint details at each X RFI Design change Submittal N/A
connection are in compliance by random sampling.
Document #(s) SEE ABOVE Dated:
WELDER INFORMATION
3. Noncompliance item(s) were noted this date, details on
Welders Name: PREVIOUSLY VERIFIED CURRENT AND
following page(s). Yes No I x i N/A
Certification ON FILE IN SHOP OFFICE
4. Noncompliance item(s) were reinspected this date, details
Yes No N/A on following page(s). I I Yes No x N/A
1. Verified the contractor's Welding Procedure I I Conform Remain in progress
Specifications are in conformance with X
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with
Welding Procedure Specifications were X BRIAN WILL
employed during execution of the work. of INS TA FAB
3. Verified the weldability of reinforcing steel Based on the Code, approval is required from the Building Official before the
other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
See additional report page(s). Distribute attachments. Page 1 of 1
Daily Report of Structural Steel For: 04/20/2012
CTI Job T1205903.
Project: NIPPON BIOMASS COGENERATION PROJECT
Notes:
FOUND TO BE COMPLETE AND CONFORMING. SHOP DRAWINGS DATED 03/29/12 AND 04/09/12, REV -0.
ADD 2 -PC #B408 AND 1 -PC #B461.
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Keith Gauvin
Review Date: 04/27/2012
KDE /CK
CC: NORTHWESTERN TERRITORIES INC SHAWN WEST SHAWN @NTI4U.COM
8430 SW HUNZIKER ST, TIGARD OR PO BOX 23814, OR 97281
1
Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
Eugene Office (541) 345 -0289
Carlson Testing, Inc. Salem Office (503) 589 -1252
Tigard Office (503) 684 -3460
Daily Report of Structural Steel
Client: NORTHWESTERN TERRITORIES INC SHAWN WEST
Project: NIPPON BIOMASS COGENERATION PROJECT CTI Job 205903.
Address: @INSTA FAB VANCOUVER WA Jurisdiction: PORT ANGEL
representativeD. LOFTESNESS OBOA 809 /WABO SI 01507
le
was on site this date Apr. 19, 2012 to perform Special Inspection for:
Permit 11 1239
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
1. Checked in with superintendent, client or shop rep.
Name:
BRIAN 1) CTI REP MET WITH RYAN TO DETERMINE THE SCOPE
Company: INSTA FAB OF TODAY'S INSPECTION. EXAMINED COMPLETED
WELDING OF BEAMS AS LISTED BELOW.
2. Inspection was "IBC" I I Continuous x Periodic
3. Work performed: I I In the field x At fab shop 2) REVIEWED REVISED APPROVED SHOP DRAWINGS. SHOP
INSTA FAB DRAWINGS WERE USED FOR INFORMATION.
4. If shop inspection do they have fabrication and QC 3) EXAMINED THE FOLLOWING ITEMS FOR CONFORMANCE
procedures? I Yes No I I N/A TO THE SHOP DRAWINGS, AND AWS D1.1.
INSPECTION A) MARK B412 (3) BEAM
Yes NoN /A
1. Reviewed previous inspection reports? 5) MARK B418 (1) BEAM
X C) MARK B416 (1) BEAM
2. Verified steel materials are incompliance by reviewing
random samples of the mill test reports, steel ID X D) MARK B434 (1) BEAM
markings or other documentation. E) MARK 5408 (2) BEAM
3. Verified weld fillermaterials conform. X F) MARK C415 (1) COLUMN
4. Checked steel members to see they were fabricated and G) MARK B417 (1) BEAM
erected in accordance with the workmanship and X
tolerances required. (CONT' D)
5. Checked welded studs and structural connections were REPORT SUMMARY
installed as required. X
6. Verified high strength bolts and fasteners conform. X 1. Work inspected was: x Completed In progress
7. Verified the quality of welds produced by welders, 2. Completed work inspected was in comp liance with
welding operators, and tackers conform. X P p p
8. Verified steel frame joint details forbracing, stiffening, Approved plans and specifications x Shop drawings
member locations, and application of joint details at each X RFI I I Design change Submittal N A
connection are in compliance by random sampling.
Document #(s) SEE NARRATIVE Dated:
WELDER INFORMATION
3. Noncompliance item(s) were noted this date, details on
Welders Name: MULTIPLE CERTS ON FILE IN SHOP
following page(s). Yes x No N/A
Certification OFFICE
4. Noncompliance item(s) were reinspected this date, details
Yes No N/A on following page(s). Yes I I No x N/A
1. Verified the contractor's Welding Procedure Conform 1 I Remain in progress
Specifications are in conformance with X
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with
Welding Procedure Specifications were X BRIAN
employed during execution of the work. of INSTA FAB
3. Verified the weldability of reinforcing steel Based on the Code, approval is required from the Building Official before the
other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
See additional report page(s). Distribute attachments. Page 1 of 1
Daily Report of Structural Steel For: 04/19/2012
CTI Job T1205903.
Project: NIPPON BIOMASS COGENERATION PROJECT
Notes:
H) MARK B416 (1) BEAM S) MARK HB403 -L (1) BRACE END PIECE
I) MARK C416 (1) COLUMN T) MARK HB402 -R (1) BRACE END PIECE
J) MARK C413 (1) COLUMN U) MARK HB402 -L (1) BRACE END PIECE
K) MARK C412 (1) COLUMN V) MARK HB405 -R (1) BRACE END PIECE
L) MARK C419 (1) COLUMN W) MARK HB405 -L (1) BRACE END PIECE
M) MARK C420 (1) COLUMN X) MARK HB400 -R (1) BRACE END PIECE
N) MARK HB404 -L (1) BRACE END PIECE Y) MARK HB400 -L (1) BRACE END PIECE
0) MARK HB404 -R (1) BRACE END PIECE
P) MARK H0407 -L (6) BRACE END PIECE
Q) MARK HB407 -R (6) BRACE END PIECE
R) MARK HB403 -R (1) BRACE END PIECE
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subj ect to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Keith Gauvin
Review Date: 04/27/2012
DEL /CK
CC: NORTHWESTERN TERRITORIES INC SHAWN WEST SHAWN @NTI4U.COM
8430 SW HUNZIKER ST, TIGARD OR PO BOX 23814, TIGARD OR 97281
Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250 C
Eugene Office (541) 345- 0289 `1
Carlson Testing, Inc. Salem Office (503) 589 -1252
Tigard Office (503) 684 -3460 3
Daily Report of Structural Steel
Client: NORTHWESTERN TERRITORIES INC SHAWN WEST
Project: NIPPON BIOMASS COGENERATION PROJECT CTI Job T1205903
Address: INSTA -FAB VANCOUVER WA Jurisdiction: PORT ANGELES
CTI representativeJ• PILAND OBOA 282
was on site this date Apr. 13, 2012 to perform Special Inspection for:
Permit 11 1239
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
1. Checked in with superintendent, client or shop rep.
Name:
BRIAN THE FOLLOWING PC /MKS WERE COMPLETED PER AWS D1.1
Company: INSTA -FAB REQUIREMENTS:
2. Inspection was "IBC" Continuous x Periodic BEAMS: B455 (1) B458 B454 B445 B451
3. Work performed: In the field I x At fab shop B450 B452 5457 B447 B449
INS FAB B448(2) B446(3) B453 5411(4) B405
5430 B429 B443 B437 B440
4. If shop inspection do they have fabrication and QC 5422 B438
procedures? x Yes No N/A
COLUMNS: C417 C421 C425 C404
INSPECTION
Yes NoN /A
1. Reviewed previous inspection reports? WORKMANSHIP COMPLIES WITH AWS D1.1 REQUIREMENTS.
X
2. Verified steel materials are in compliance by reviewing
random samples of the mill test reports, steel ID X 1) SHOP DRAWINGS 03/04/12 AND 03/12/12
markings or other documentation. 2) REF. DWG D166592 -31 -S -061 (02/01/12)
3. Verified weld filler materials conform. X 3) AMEC TRANSMITTAL 23 (03/16/12) DRAWINGS
4. Checked steel members to see they were fabricated and
erected in accordance with the workmanship and X
tolerances required.
5. Checked welded studs and structural connections were REPORT SUMMARY
installed as required. X
6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: x Completed I I In progress
7. Verified the quality of welds produced by welders,
welding operators, and tackers conform. X 2. Completed work inspected was in compliance with
8. Verified steel frame joint details for bracing, stiffening, Approved plans and specifications I XI Shop drawings
member locations, and application of joint details at each x I RFI n Design change I I Submittal N/A
connection are in compliance by random sampling.
Document #(s) REF DWG 061 Dated:
WELDER INFORMATION
3. Noncompliance item(s) were noted this date, details on
Welders Name: DARYL 5 KEVIN E PAUL B following page(s). I I Yes No x N/A
Certification C3114 W08089 C3116
4. Noncompliance item(s) were reinspected this date, details
Yes NoN /A on following page(s). Yes No x N/A
1. Verified the contractor's Welding Procedure Conform Remain in progress
Specifications are in conformance with X
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with .r
Welding Procedure Specifications were BRIAN
employed during execution of the work. X of INS TA FAB W`
3. Verified the weldability ofreinforcing steel Based on the Code, approval is required from the Building Official before the
other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
See additional report page(s). I I Distribute attachments. Page 1 of 1
Daily Report of Structural Steel For: 04/13/2012
CTI Job T1205903.
Project: NIPPON BIOMASS COGENERATION PROJECT
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Keith Gauvin
Review Date: 04/20/2012
JP /CK
CC: NORTHWESTERN TERRITORIES INC SHAWN WEST SHAWN @NTI4U.COM
8430 SW HUNZIKER ST, TIGARD OR PO BOX 23814, TIGARD OR 97281
4
Bend Office (541) 330 -9155
i Geotechnical Office (503) 601 -8250
Carlson Testing, Inc. Sal Eugene
Office 5 89 -1252
Tigard Office (503) 684 -3460
Daily Report of Structural Steel H Client: NORTHWESTERN TERRITORIES INC SHAWN WEST
Project: NIPPON BIOMASS COGENERATION PROJECT CTI Job #7 T1205
Address: ®INSTA -FAB VANCOUVER WA Jurisdiction: PORT ANGELES
CTI representative R. CANALES OBOA 637 /WABO SI 01419
was on site this date Mar. 19, 2012 to perform Special Inspection for:
Permit 11 -1239
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
1. Checked in with superintendent, client or shop rep.
Name:
BRIAN VISUAL INSPECTION OF SINGLE -PASS FILLET AND AUTO
Company:
INSTA FAB CO INC STUD WELDING ON PCMK #'S (2) M103 -1, (2) M103 -2,
(2) M103 -3, (2) M103 -4, (2) M105 -1, (2) M105 -2,
2. Inspection was "IBC" Continuous x Periodic (2 M105 3, (2) M105 COMPLETED PER ATLAS
3. Work performed: In the field x At fab shop SYSTEMS DRAWINGS DETAIL B/4000069 AND ATLAS MEMO
INSTA -FAB CO INC DATED 02/23/2012.
4. If shop inspection do they have fabrication and QC
procedures? x Yes I I No N/A
i1
INSPECTION "'a
Yes NoN /A
1. Reviewed previous inspection reports? x lik
2. Verified steel materials are in compliance by reviewing 111 2M
random samples of the mill test reports, steel ID X I'
markings or other documentation. ANGEL
3. Verified weld filler materials conform. x BUILDING
4. Checked steel members to see they were fabricated and
erected in accordance with the workmanship and X
tolerances required.
5. Checked welded studs and structural connections were REPORT SUMMARY
installed as required. X
6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: x Completed In progress
7. Verified the quality of welds produced by welders, 2. Completed work inspected was in compliance with
welding operators, and tackers conform. x p p p
8. Verified steel frame joint details for bracing, stiffening, x Approved plans and specifications I Shop drawings
member locations, and application of joint details at each X RFI Design change I I Submittal N A
connection are in compliance by random sampling.
Document #(s) SEE NOTES Dated: SEE NOTES
WELDER INFORMATION
3. Noncompliance item(s) were noted this date, details on
Welders Name: CURRENT CERTIFICATIONS ON FILE
following page(s). I I Yes No x N/A
Certification AT SHOP OFFICE
4. Noncompliance item(s) were reinspected this date, details
Yes No N/A on following page(s). I I Yes I I No I XI N/A
1. Verified the contractor's Welding Procedure
Specifications are in conformance with x I I Conform Remain in progress
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with
Welding Procedure Specifications were BRIAN
employed during execution of the work. x of INSTA FAB CO INC
3. Verified the weldability ofreinforcing steel Based on the Code, approval is required from the Building Official before the
other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
See additional report page(s). Distribute attachments. Page 1 of 1
Daily Report of Structural Steel For: 03 /19 2 012
CTI Job T1205903.
Project: NIPPON BIOMASS COGENERATION PROJECT
Notes:
DOCUMENT #(S): STRUCTURAL DRAWINGS DATED: 11/26/2011
ATLAS DRAWINGS 02/23/2012
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Keith Gauvin
Review Date: 03/23/2012
RC /CBK
CC: NORTHWESTERN TERRITORIES INC SHAWN WEST SHAWN @NTI4U.COM
8430 SW HUNZIKER ST, TIGARD OR PO BOX 23814, TIGARD OR 97281
i s 23 3
Bend Office (541) 330 -9155
FILE C P Eugen e Of e Office (503) 601 -8250
F Eugen Offic (541) 345 -0289
�arlson Testing, Inc• Salem Office (503) 589 -1252
Tigard Office (503) 684 -3460
Daily Report of Structural Steel
Client: NORTHWESTERN TERRITORIES INC SHAWN WEST
Project: NIPPON BIOMASS COGENERATION PROJECT CTI Job T1205903.
Address: @INSTA -FAB VANCOUVER WA Jurisdiction: PORT ANGELES
CTI representative CANALES OBOA 637 /WABO SI 01419
was on site this date Mar. 12, 2012 to perform Special Inspection for:
Permit 11 -1239
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
1. Checked in with superintendent, client or shop rep.
Name:
BRIAN VISUAL INSPECTION OF SINGLE PASS FILLETS AND
Company: INSTA FAB AUTO -STUD WELDING ON PC /MKS (2) M102 -1, (2)
M102 -2, (2) M102 -3, (2) M102 -4, (2) M104 -1, (2)
2. Inspection was "IBC" Continuous x Periodic M104 -2, (2) M104 -3, (2) M104 -4 COMPLETED PER
3. Work performed: In the field X At fab shop ATLAS SYSTEMS DRAWINGS, DETAIL B/4000069; REFER
INSTA FAB TO ATLAS MEMO DATED 02/23/12.
4. If shop inspection do they have fabrication and QC THE WORK DONE CONFORMS TO ENGINEER DETAILS AND
procedures? x Yes No N/A THE VISUAL ACCEPTANCE CRITERIA OF AWS D1.1,
TABLE 6.1.
INSPECTION
Yes NoN /A
1. Reviewed previous inspection reports? X
2. Verified steel materials are in compliance by reviewing
random samples of the mill test reports, steel ID X
markings or other documentation. DOC'S: STRUC. DRAWINGS (11/26/11)
3. Verified weld filler materials conform. X ATLAS DRAWINGS (02/28/12)
4. Checked steel members to see they were fabricated and
erected in accordance with the workmanship and X
tolerances required.
5. Checked welded studs and structural connections were REPORT SUMMARY
installed as required. X
6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: x Completed In progress
7. Verified the quality of welds produced by welders, 2. Completed work inspected was in comp ltance with
welding operators, and tackers conform. X p p p
8. Verified steel frame joint details for bracing, stiffening, X Approved plans and specifications Shop drawings
member locations, and application of joint details at each X RFI Design change I I Submittal I I N/A
connection are in compliance by random sampling.
Document #(s) SEE ABOVE Dated:
WELDER INFORMATION
3. Noncompliance item(s) were noted this date, details on
Welders Name: CURRENT CERTS ON FILE AT SHOP OFFICE
following page(s). Yes No X N/A
Certification
4. Noncompliance item(s) were reinspected this date, details
Yes No N/A on following page(s). Yes No X N/A
1. Verified the contractor's Welding Procedure I I Conform Remain in progress
Specifications are in conformance with X
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with
Welding Procedure Specifications were X BRIAN
employed during execution of the work. of INSTA FAB
3. Verified the weldability of reinforcing steel Based on the Code, approval is required from the Building Official before the
other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
See additional report page(s). Distribute attachments. Page 1 of 1
Daily Report of Structural Steel For: 03/12/2012
CTI Job T1205903.
Project: NIPPON BIOMASS COGENERATION PROJECT
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Keith Gauvin
Review Date: 03/21/2012
Rc /CK
CC: NORTHWESTERN TERRITORIES INC SHAWN WEST SHAWN @NTI4U.COM
8430 SW HUNZIKER ST, TIGARD OR PO BOX 23814, TIGARD OR 97281
Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
Eugene Office (541) 345 -0289
Carlson Testing, Inc• Salem Office (503) 589 -1252
Tigard Office (503) 684-3460
Daily Report of Structural Steel
Client: NORTHWESTERN TERRITORIES INC SHAWN WEST
Project: NIPPON BIOMASS COGENERATION PROJECT CTI Job T1205903.
Address: @INSTA -FAB VANCOUVER WA Jurisdiction: PORT ANGELES
CTI representative R. CANALES OBOA 637 /WABO SI 01419
was on site this date Mar. 01, 2012 to perform Special Inspection for:
Permit 11 -1239
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
1. Checked in with superintendent, client or shop rep.
Name:
BRIAN VISUAL INSPECTION OF COMPLETE JOINT PENETRATION
Com ari INS TA FAB (CJP) WELDING ON #M108 (1) AND FILLET WELDS ON
P y
#M214 COMPLETED.
2. Inspection was "IBC" Continuous Periodic
3. Work performed: 0 In the field At fab shop CJP WELDING REPAIRS AND ULTRASONIC TESTING ON
INSTA FAB THE OTHER #M108 COMPLETED.
4. If shop inspection do they have fabrication and QC THE WORK DONE CONFORMS TO ENGINEER DETAILS AND
procedures? Yes I I No 0 N/A THE VISUAL ACCEPTANCE CRITERIA OF AWS D1.1,
TABLE 6.1.
INSPECTION
Yes NoN /A
1 Reviewed previous inspection reports? X
PERFORMED ULTRASONIC INSPECTION /TESTING ON
COMPLETED JOINT PENETRATION SPLICES ON #M108.
2. Verified steel materials are in compliance by reviewing
random samples of the mill test reports, steel ID X (SEE ATTACHED UT REPORT)
markings or other documentation.
3. Verified weld filler materials conform. X
4. Checked steel members to see they were fabricated and DOC' S STRUCT DWGS (11/26/11)
erected in accordance with the workmanship and X
tolerances required. ENG. DETAIL (02/28/12)
5. Checked welded studs and structural connections were REPORT SUMMARY
installed as required. X
6. Verified high strength bolts and fasteners conform. X 1. Work inspected was: in Completed In progress
7. Verified the quality of welds produced by welders, 2 Completed work inspected was in compliance with
welding operators, and tackers conform. x P p p
8. Verified steel frame joint details for bracing, stiffening, Approved plans and specifications Shop drawings
member locations, and application of joint details at each X RFI El Design change 0 Submittal 0 N/A
connection are in compliance by random sampling.
Document #(s) sEE ABOVE Dated:
WELDER INFORMATION
3. Noncompliance item(s) were noted this date, details on
Welders Name: CURRENT CERTS ON FILE AT SHOP OFFICE
following page(s). 0 Yes 0 No N/A
Certification
4. Noncompliance item(s) were reinspected this date, details
Yes No N/A on following page(s). 0 Yes 0 No IN N/A
1. Verified the contractor's Welding Procedure progress
ro Conform Remain in
Specifications are in conformance with X p g
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with
Welding Procedure Specifications were BRIAN
employed during execution of the work.
of INSTA FAB
3. Verified the weldability of reinforcing steel Based on the Code, approval is required from the Building Official before the
other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
See additional report page(s). Distribute attachments. Page 1 of 2
Daily Report of Structural Steel For: 03/01/2012
CTI Job T1205903.
Project: NIPPON BIOMASS COGENERATION PROJECT
Notes:
ULTRASONIC REPORT DATED 03/01/12 ATTACHED
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in fi
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Keith Gauvin
Review Date: 03/09/2012
RC /CK
CC: NORTHWESTERN TERRITORIES INC SHAWN WEST SHAWN@NTI4U.COM
8430 SW HUNZIKER ST, TIGARD OR PO BOX 23814, TIGARD OR 97281
Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
Eugene Office (541) 345 -0289
C arlson Testing Inc. Salem Office (503) 589 -1252
Tigard Office (503) 684 -3460
Ultrasonic Test Report
Client: NORTHWESTERN TERRITORIES INC SHAWN WEST Date: 03/01/2012
Project: NIPPON BIOMASS COGENERATION PROJECT CTI Job T1205903.
Job Address: INSTA -FAB VANCOUVER WA PO
Permit (s): 11 1239
Fab Shop Inspection At: INSTA FAB
Drawing ENG. DETAIL DTD 02/28/12 Material: C/S
Test Method Standard: CTI UT -1 Acceptance Standard: AWS D1.1 TABLE 6.2
Ultrasonic Unit SN: 0 09MM6 Ultrasonic Unit Model: KKB- USN -52C
Transducer SN: 0255 ANGL/12954 STRGH Joint Description: BUTT JOINT, CJP, BACK GOUGING
d
a Decibels Defect Distance
O a -�5 u
Z W v M q pq q o Aa G L y c w
ftS i O b v b b .y t- ]-i d L L
H a c� ti 4 d p v C r
a.� ti
Weld Identification Ae 4 E, ,°'j 4 a d w a a q A -Y
Elevation, Grid Orientation, From From
Specific Weld a h c d "X" Y"
1 (1) M108 (2) BUTT X 68.5 A/B 1 -3 58.0
SPLICE WELDS
Please see reverse side for additional information.
IN Distribute attachments. Page 1 of 1
Job Number: T1205903. Date Of Test: 03/01/2012
c
iu
Decibels Defect Distance
a
O :r o Pa G q u
Z p F M O 'v u b .Y u u w L cl
Weld Identification t x F w g a 1 d w- g a ;441 FS 4 A A d
Elevation, Grid Orientation, From From
Specific Weld a b c d "X" "Y"
Lamination scans were performed: Yes 0 No fl N/A Typist: CK
Remarks:
(2) INSPECTED /TESTED WELDS. NO REJECTABLE INDICATIONS NOTED.
CC: NORTHWESTERN TERRITORIES INC SHAWN WEST SHAWNONTI4U.COM
Test results were brought to the attention of: BRIAN with: INSTA -FAB
Name Company
Inspector: R. CANALES II
Name Level Certification Number
Reviewed By: Keith Gauvin On 03/09/2012
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
8430 SW HUNZIKER ST, TIGARD OR PO BOX 23814, TIGARD OR 97281
Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
Carlson Testing, Inc. Eugene Offi�ee (541) 589 -1252
Tigard Office (503) 684 -3460
Daily Report of Structural Steel
Client: NORTHWESTERN TERRITORIES INC SHAWN WEST
Project: NIPPON BIOMASS COGENERATION PROJECT CTI Job T1205903.
Address: @INSTA -FAB VANCOUVER WA Jurisdiction: PORT ANGELES
CTI representativeR. CANALES OBOA 637 /WABO SI 01419
was on site this date Feb 29, 2 012 to perform Special Inspection for:
Permit 11 1239
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
1. Checked in with superintendent, client or shop rep.
Name: BRIAN VT INSPECTION OF CJP WELDING ON (2) #M108 EMBED
Company: INSTA FAB SECTIONS. (1) SECTION IS BEING REPAIRED WITH
SPLICES OF ADDED ON PIECES TO GET CORRECT LENGTH.
2. Inspection was "IBC" x Continuous Periodic THAT REPAIR IS DONE. WILL UT TEST AFTER PIECE HAS
3. Work performed: In the field x At fab shop COOLED DOWN (NEXT AM) ALL OTHER WELDING NOT
INSTA FAB COMPLETED AT THIS TIME.
4. If shop inspection do they have fabrication and QC THE WORK BEING DONE CONFORMS TO ENGINEER DETAILS
procedures? x Yes I I No N/A AND THE VISUAL ACCEPTANCE CRITERIA OF AWS D1.1,
TABLE 6.1.
INSPECTION
Yes NoN /A
1. Reviewed previous inspection reports?
2. Verified steel materials are in compliance by reviewing
random samples of the mill test reports, steel ID X
markings or other documentation.
3. Verified weld fillermaterials conform.
4. Checked steel members to see they were fabricated and
erected in accordance with the workmanship and X
tolerances required.
5. Checked welded studs and structural connections were REPORT SUMMARY
installed as required. X
6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: I x I Completed In progress
7. Verified the quality of welds produced by welders, 2. Comp leted work inspected was in compliance with
welding operators, and tackers conform. x p p p
8. Verified steel framejointdetailsforbracing ,stiffening, x Approved plans and specifications I I Shop drawings
member locations, and application of joint details at each X RFI Design change Submittal N /A
connection are in compliance by random sampling.
Document #(s) STRUCT. DRAWING Dated: 11/26/2011
WELDER INFORMATION
3. Noncompliance item(s) were noted this date, details on
Welders Name: CURRENT CERTS ON FILE AT SHOP OFFICE
following page(s). Yes No I x I N/A
Certification
4. Noncompliance item(s) were reinspected this date, details
Yes No N/A on following page(s). I I Yes No x N/A
1. Verified the contractor's Welding Procedure
Specifications are in conformance with X Conform I I Remain in progress
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with
Welding Procedure Specifications were x BRIAN
employed during execution of the work. of INSTA FAB
3. Verified the weldability ofreinforcing steel Based on the Code, approval is required from the Building Official before the
other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
See additional report page(s). Distribute attachments. Page 1 of
Daily Report of Structural Steel For: 02/29/2012
CTI Job T1205903.
Project: NIPPON BIOMASS COGENERATION PROJECT
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Keith Gauvin
Review Date: 03/12/2012
RC /PL
CC: NORTHWESTERN TERRITORIES INC SHAWN WEST SHAWN @NTI4U.COM
8430 SW HUNZIKER ST, TIGARD OR PO BOX 23814, TIGARD OR 97281
i
(;;F JJ ro: B end Office (541) 330 -9155
l%/�'yt Geotechnical Office (503) 601 -8250
Eugene Office (541) 345 -0289 O•
Carlson Testing, Inc. Salem Office (503) 589 -1252
Tigard Office (503) 684 -3460
Daily Report of Structural Steel 3
Client: NORTHWESTERN TERRITORIES INC SHAWN WEST 9
Project: NIPPON BIOMASS COGENERATION PROJECT Cj'I Job T1205903
Address: @INSTA -FAB VANCOUVER WA Jurisdiction: PORT ANGELES
CTI representative R. CANALES OBOA 637/WABO SI 01419
was on site this date Feb. 28, 2012 to perform Special Inspection for:
Permit 11 -123
DFS #(s) PO Number: '0
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
1. Checked in with superintendent, client or shop rep.
Name:
BRIAN VT INSPECTION OF CJP WELDING ON EMBED PIECEMARK
Company: INSTA FAB #'S: (1) M106, (2) M107 COMPLETED.
2. Inspection was "IBC" I x I Continuous Periodic THE WORK DONE CONFORMS TO ENGINEER DETAILS AND
3. Work performed: In the field x At fab shop THE VISUAL ACCEPTANCE CRITERIA OF AWS D1.4.
INSTA FAB
4. If shop inspection do they have fabrication and QC
procedures? x Yes I No N/A
INSPECTION
Yes NoN /A
1. Reviewed previous inspection reports?
2. Verified steel materials are in compliance by reviewing
random samples of the mill test reports, steel ID X
markings or other documentation.
3. Verified weld filler materials conform.
4. Checked steel members to see they were fabricated and
erected in accordance with the workmanship and X
tolerances required.
5. Checked welded studs and structural connections were REPORT SUMMARY
installed as required. X
6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: x Completed I On progress
7. Verified the quality of welds produced by welders, 2. Completed work inspected was in compliance with
welding operators, and tackers conform. x p p p
8. Verified steel frame joint details for bracing, stiffening, x Approved plans and specifications I x Shop drawings
member locations, and application of joint details at each X RFI Design change 1 I Submittal I I N/A
connection are in compliance by random sampling.
Document #(s) STRUCT. DRAWING Dated: 11/26/2011
WELDER INFORMATION
3. Noncompliance item(s) were noted date, details on
Welders Name: CURRENT CERTS ON FILE AT SHOP OFFICE
following page(s). Yes n No x N/A
Certification
4. Noncompliance item(s) were reinspected this date, details
Yes No N/A on following page(s). Yes I I No x N/A
1. Verified the contractor's Welding Procedure
Specifications are in conformance with X Conform Remain in progress
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with
Welding Procedure Specifications were BRIAN
employed during execution of the work. x of
INSTA FAB
3. Verified the weldability ofreinforcing steel Based on the Code, approval is required from the Building Official before the
other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
See additional report page(s). Distribute attachments. Page 1 of 1
Daily Report of Structural Steel For: 02/28/2012
CTI Job T1205903.
Project: NIPPON BIOMASS COGENERATION PROJECT
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARL SON TESTING, INC.
Reviewed By: Keith Gauvin
Review Date: 03/09/2012
RC /PL
CC: NORTHWESTERN TERRITORIES INC SHAWN WEST SHAWN @NTI4U.COM
8430 SW HUNZIKER ST, TIGARD OR PO BOX 23814, TIGARD OR 97281
Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
Eugene Office (541) 345 -0289
Carlson Testing, Inc• Salem Office (503) 589 -1252
f` Tigard Office (503) 684 -3460
Daily Report of Structural Steel
Client: NORTHWESTERN TERRITORIES INC SHAWN WEST
Project: NIPPON BIOMASS COGENERATION PROJECT CTI Job T1205903.
Address: @INSTA -FAB VANCOUVER WA Jurisdiction: PORT ANGELES
CTI representative R. CANALES OBOA 637 /WABO SI 01419
was on site this date Feb. 27, 2 012 to perform Special Inspection for:
Permit 11 -1239
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
1. Checked in with superintendent, client or shop rep.
Name:
BRIAN VT INSPECTION OF CJP WELDING ON EMBED #'S M106,
Company: INSTA FAB M107. WELDING NOT COMPLETED AT THIS TIME.
2. Inspection was "IBC" x Continuous Periodic THE WORK BEING DONE CONFORMS TO ENGINEER DETAILS
3. Work performed: In the field x At fab shop AND THE VISUAL ACCEPTANCE CRITERIA OF AWS D1.1,
INSTA FAB TABLE 6.1.
4. If shop inspection do they have fabrication and QC
procedures? x Yes No N/A
INSPECTION
Yes NoN /A
1. Reviewed previous inspection reports? x
2. Verified steel materials are in compliance by reviewing
random samples of the mill test reports, steel ID X
markings or other documentation.
3. Verified weld fillermaterials conform. x
4. Checked steel members to see they were fabricated and
erected in accordance with the workmanship and X
tolerances required.
5. Checked welded studs and structural connections were REPORT SUMMARY
installed as required. X
6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: Completed I xl In progress
7. Verified the quality of welds produced by welders, 2. Completed work inspected was in compliance with
welding operators, and tackers conform. X p p p
8. Verified steel frame joint details for bracing, stiffening, x Approved plans and specifications I Shop drawings
member locations, and application of joint details at each X RFI n Design change Submittal N/A
connection are in compliance by random sampling.
Document #(s) STRUCT. DRAWINGS Dated: 11/26/2011
WELDER INFORMATION
3. Noncompliance item(s) were noted this date, details on
Welders Name: CURRENT CERTS ON FILE AT SHOP OFFICE
following page(s). Yes I I No I N/A
Certification
4. Noncompliance item(s) were reinspected this date, details
Yes No N/A on following page(s). Yes No I N/A
1. Verified the contractor's Welding Procedure
Specifications are in conformance with X I I Conform Remain in progress
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with
Welding Procedure Specifications were x BRIAN
employed during execution of the work. of INSTA FAB
3. Verified the weldability of reinforcing steel Based on the Code, approval is required from the Building Official before the
other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
See additional report page(s). Distribute attachments. Page 1 of
Dail Report of Structural Steel For: 02/27/2012
CTI Job T1205903.
Project: NIPPON BIOMASS COGENERATION PROJECT
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions ofCTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Keith Gauvin
Review Date: 03/07/2012
RC /PL
CC: NORTHWESTERN TERRITORIES INC SHAWN WEST SHAWN @NTI4U.COM
8430 SW HUNZIKER ST, TIGARD OR PO BOX 23814, TIGARD OR 97281
Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
Carlson Testing, Inc. Eugene o fee (541) 589 -1252
Tigard Office (503) 684 -3460
Daily Report of Structural Steel
Client: NORTHWESTERN TERRITORIES INC SHAWN WEST
Project: NIPPON BIOMASS COGENERATION PROJECT CTI Job T1205903.
Address: ®INSTA -FAB VANCOUVER WA Jurisdiction: PORT ANGELES
CTI representativeR. CANALES OBOA 637 /WABO SI 01419
was on site this date Feb. 24, 2012 to perform Special Inspection for:
Permit 11 -1239
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
1. Checked in with superintendent, client or shop rep.
Name: BRIAN VISUAL INSPECTION OF COMPLETE JOINT PENETRATION
Company: INSTA FAB WELDING ON (2) M106 (1) IS COMPLETED FLARE
BEVEL GROOVE WELDING ON #'S M203, M204, M205,
2. Inspection was "IBC" x Continuous Periodic M206, M207, M208, M209, M210, M211, M212, M213,
3. Work performed: In the field X At fab shop M214 COMPLETED
INSTA -FAB S'
REFERENCE STR if VI AV• WINGS AND SHOP DRAWINGS.
4. If shop inspection do they have fabrication and QC THE WORK DONE CON i TO ENGINEER DETAILS AND
procedures? x Yes No N/A THE VISUAL ACCEPTANCE CRITERIA OF AWS D1.1, TABLE
6.1.
INSPECTION
Yes NoN /A
1. Reviewed previous inspection reports? X
2. Verified steel materials are in compliance by reviewing
random samples of the mill test reports, steel ID X
markings or other documentation.
3. Verified weld filler materials conform. X
4. Checked steel members to see they were fabricated and
erected in accordance with the workmanship and X
tolerances required.
5. Checked welded studs and structural connections were REPORT SUMMARY
installed as required. X
6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: x Completed In progress
7. Verified the quality of welds produced by welders,
welding operators, and tackers conform. X 2. Completed work inspected was in compliance with
8. Verified steel frame joint details for bracing, stiffening, x Approved plans and specifications Shop drawings
member locations, and application of joint details at each X RFI Design change I 1 Submittal N /A
connection are in compliance by random sampling.
Document #(s) STRUCTURAL DRAWING Dated: 11/26/2011
WELDER INFORMATION
3. Noncompliance item(s) were noted this date, details on
Welders Name: CURRENT CERTIFICATION ON FILE
following page(s). 1 1 Yes No x N/A
Certification AT SHOP OFFICE
4. Noncompliance item(s) were reinspected this date, details
CW Yes No N/A on following page(s). I Yes No I x1 N/A
1. Verified the contractor's Welding Procedure Conform 1 1 Remain in progress
Specifications are in conformance with X
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with
Welding Procedure Specifications were x BRIAN
employed during execution of the work. of INS TA FAB
3. Verified the weldability ofreinforcing steel Based on the Code, approval is required from the Building Official before the
other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
O See additional report page(s). Distribute attachments. Page 1 of 1
Daily Report of Structural Steel For: 02/24/2012
CTI Job T1205903.
Project: NIPPON BIOMASS COGENERATION PROJECT
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subj ect to all terms and conditions ofCTl's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSONTESTING, INC.
Reviewed By: Keith Gauvin
Review Date: 03/02/2012
RC /CBK
CC: NORTHWESTERN TERRITORIES INC SHAWN WEST SHAWN @NT14U. COM
8430 SW HUNZIKER ST, TIGARD OR PO BOX 23814, TIGARD OR 97281
Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
Carlson Testing, Inc. Eugene cs�e (503) 589 -1252
Tigard Office (503) 684 -3460
Daily Report of Structural Steel
Client: NORTHWESTERN TERRITORIES INC SHAWN WEST
Project: NIPPON BIOMASS COGENERATION PROJECT CTI Job T1205903.
Address: @INSTA -FAB VANCOUVER WA Jurisdiction: PORT ANGELES
CTI representative CANALES OBOA 637 /WABO SI 01419
was on site this date Feb. 23 2012 to perform Special Inspection for:
Permit 11 -1239
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
1. Checked in with superintendent, client or shop rep.
Name: BRIAN VISUAL INSPECTION OF COMPLETE JOINT PENETRATION
Company: INSTA FAB WELDING ON (2) M106 IN PROGRESS.
2. Inspection was "IBC" X Continuous I l Periodic SINGLE PASS FILET WELDS ON PC MK #'S (2) M200,
3. Work .performed: In the field I x 1 At fab shop M202, M201, B200 COMPLETED. REFERENCE
INSTA STRUCTURAL DRAWING AND SHOP DRAWING.
4. If shop inspection do they have fabrication and QC THE WORK DONE CONFORMS TO ENGINEER DETAILS AND
procedures? x Yes No N/A THE VISUAL ACCEPTANCE CRITERIA OF AWS D1.1, TABLE
6.1 AND AWS D1.4.
INSPECTION
Yes NoN /A
1. Reviewed previous inspection reports? X
2. Verified steel materials are in compliance by reviewing
random samples of the mill test reports, steel ID X
markings or other documentation.
3. Verified weld filler materials conform. x
4. Checked steel members to see they were fabricated and
erected in accordance with the workmanship and X
tolerances required.
5. Checked welded studs and 'structural connections were REPORT SUMMARY
installed as required. X
6. Verified high strength bolts and fasteners conform. X 1. Work inspected was: x Completed In progress
7. Verified the quality of welds produced by welders, 2. Completed work inspected was in compliance with
1
welding operators, and tackers conform. X p p p
8. Verified steel frame joint details for bracing, stiffening, x Approved plans and specifications I Shop drawings
member locations, and application of joint details at each X RFI 1 Design change I I Submittal N/A
connection are in compliance by random sampling.
Document #(s) STRUCTURAL DRAWING Dated: 11/26/2011
WELDER INFORMATION
3. Noncompliance item(s) were noted this date, details on
Welders Name: CURRENT CERTIFICATION ON FILE
following page(s). I I Yes 1 I No X N/A
Certification AT SHOP OFFICE
4. Noncompliance item(s) were reinspected this date, details
Yes No N/A on following page(s). Yes No I X I N/A
1. Verified the contractor's Welding Procedure progress
ro i
i
Reman n
Specifications are in conformance with X Conform p g
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with
Welding Procedure Specifications were X BRIAN
employed during execution of the work. of
INSTA -FAB
3. Verified the weldability ofreinforcing steel Based on the Code, approval is required from the Building Official before the
other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
See additional report page(s). 1 1 Distribute attachments. Page 1 of
Daily Report of Structural Steel For: 02/23/2012
'11 CTI Job T1205903.
Project: NIPPON BIOMASS COGENERATION PROJECT
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except m full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subj ect to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Keith Gauvin
Review Date: 03/02/2012
RC /CBK
CC: NORTHWESTERN TERRITORIES INC SHAWN WEST SHAWN @NT14U.COM
8430 SW HUNZIKER ST, TIGARD OR PO BOX 23814, TIGARD OR 97281
Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
Carlson Testing, Eugene Office (541) 345 -0289
ing Inc. I Salem Office (503) 589 -1252
Tigard Office (503) 684 -3460
Daily Report of Structural Steel
Client: NORTHWESTERN TERRITORIES INC SHAWN WEST
Project: NIPPON BIOMASS COGENERATION PROJECT CTI Job T1205903.
Address: INSTA -FAB VANCOUVER WA Jurisdiction: PORT ANGELES
CTI representative R. CANALES OBOA 637 /WABO SI 01419
was on site this date Feb 21, 2012 to perform Special Inspection for:
Permit 11 1239
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
1. Checked in with superintendent, client or shop rep.
Name:
BRIAN VISUAL INSPECTION OF COMPLETE JOINT PENETRATION
Company: INSTA-FAB (CJP) WELDING ON (14) M100 EMBEDS PER SO40 AND
2/041 COMPLETED.
2. Inspection was "IBC" I X I Continuous Periodic
3. Work performed: In the field x At fab shop THE WORK DONE CONFORMS TO ENGINEER DETAILS AND
INSTA FAB THE VISUAL ACCEPTANCE CRITERIA OF AWS D1.1,
TABLE 6.1.
4. If shop inspection do they have fabrication and QC
procedures? I x I Yes I I No, N/A
INSPECTION
Yes NoN /A
1. Reviewed previous inspection reports? x
2. Verified steel materials are in compliance by reviewing
random samples of the mill test reports, steel ID X
markings or other documentation.
3. Verified weld filler materials conform. x
4. Checked steel members to see they were fabricated and
erected in accordance with the workmanship and X
tolerances required.
5. Checked welded studs and structural connections were REPORT SUMMARY
installed as required. X
6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: x Completed In progress
7. Verified the quality of welds produced by welders,
welding operators, and tackers conform. 2. Completed work inspected was in compliance with
X
8. Verified steel frame joint details for bracing, stiffening, x Approved plans and specifications I I Shop drawings
member locations, and application of joint details at each X RFI I-I Design change n Submittal N/A
connection are in compliance by random sampling.
Document #(s) STRUCTURAL DWGS Dated: 11/26/11
WELDER INFORMATION
3. Noncompliance item(s) were noted this date, details on
Welders Name: CURRENT CERTS ON FILE AT SHOP OFFICE
following page(s). Yes No x N/A
Certification
4. Noncompliance item(s) were reinspected this date, details
Yes No N/A on following page(s). Yes No x N/A
1. Verified the contractor's Welding Procedure Conform I I Remain in progress
Specifications are in conformance with X
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with
Welding Procedure Specifications were BRIAN
employed during execution of the work. of INSTA FAB
3. Verified the weldability ofreinforcing steel Based on the Code, approval is required from the Building Official before the
other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
See additional report page(s). I I Distribute attachments. Page 1 of 1
Daily Report of Structural Steel For: 02/21/2012
CTI Job T1205903.
Project: NIPPON BIOMASS COGENERATION PROJECT
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Keith Gauvin
Review Date: 03/06/2012
RC /CK
CC: NORTHWESTERN TERRITORIES INC SHAWN WEST SHAWN @NT14U.COM
8430 SW HUNZIKER ST, TIGARD OR PO BOX 23814, TIGARD OR 97281