HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2010-10-7
Carlson Testing, Inc.
Bend Office
Geotechnical Office
Eugene Office
Salem Office
Tigard Office
(541) 330-9155
(503) 601-8250
(541) 345-0289
(503) 589-1252
(503) 684-3460
Daily Report of Structural Steel
Client: GOODWILL INDUSTRIES
Project: GOODWILL - SPRINGFIELD
Address: 514 Q STREET - SPRINGFIELD OR Jurisdiction:
CTIrepresentative C. HALSTEAD DBOA 448
was on site this date Oct. 04, 2010 to perform Special Inspection for:
Permit SPR2010-105
DFS #(s)
en Job #:
SPRINGFIELD
E1001113.
PO Number:
SCOPE OF INSPECTION
I. Work inspected was: GJ Completed D In progress
2. Completed work inspected was in compliance with
[Xl Approved plans and specifications 0 Shop drawings
D RFI 0 Design change D Submittal D N/A
Docwnent #(s) A4 .1 Dated: 8(18(10
3. Noncompliance item(s) were noted this date, details on
following pagels). DYes D No GJ N/A
4. Nottcompliance item(s) were reinspected this date, details
Yes No N/A on following pagels). DYes D No GJ N/A
D Confonn D Remain in progress
] . Checked in with superintendent, client or shop rep.
Name: MARVIN
Company: GOODWILL
2. Inspection was "IBC" D Continuous GJ Periodic
3. Work performed: GJ In the field D At fab shop
4. If shop inspection do they have fabrication and QC
procedures? DYes D No GJ 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
installed as required. X
6. Verified high strength holts and fasteners conform. X
7. Verified the quality of welds produced by welders,
welding operators, and tackers confonn. X
8. Verified steel frame joint details for bracing, stiffening,
member locations, and application of joint details at each X
connection are in compliance by random sampling.
WELDER INFORMATION
\\ielders Name: MARK GREENFIELD
Cenification #: 93 0 5
l. Verified the contractor's Welding Procedure
Specifications are in confonnance with X
A WS requirements.
2. Verified the essential variables outlined in the
Welding Procedure Specifications were X
employed during execution of the work.
3. Verified the we1dabilitv of reinforcing steel
other than ASTM A 706. ' X
D See additional repon pagels).
D Distribute attachments.
Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
PERFORMED PERIODIC VISUAL INSPECTION OF SINGLE
.PASS FILLET WELDS ON NEW REAR DOOR JAM. WELDMENTS
WERE DONE USING SMAW PROCESS WITH E7018
ELECTRODES
REPORT SUMMARY
Repon(s) findings were discussed and left with
of
Based on the Code, approval is required from the Building Official before the
SPECLAL INSPECTED items noted above can be cOvered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
Page _of _
Daily Report of Structural Steel
CTI Job #: E1001113.
For: 10/04/2010
Project: GOODWILL - SPRINGFIELD
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 Ii
without prior authorization from this office. Under all circumstances, the information contained in this report is provide
subject to all terms and conditions ofCTl's General Conditions in effect at the time this report is prepared. No party oth r
than those to whom CTl 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: Steven Dugger
Review Date: 10/07/2010
CH/KMF
GOODWILL INDUSTRIES
TO: CITY OF SPRINGFIELD
x
Carlson Testing, Inc.
Bend Office
Geotechnical Office
Eugene Office
Salem Office
Tigard Office
(541) 330-9155
(503) 601-8250
(541) 345-0289
(503) 589-1252
(503) 684-3460
Daily Report of Proprietary Anchors
Client: GOODWILL INDUSTRIES
Project: GOODWILL - SPRINGFIELD
Address: 514 Q STREET - SPRINGFIELD OR Jurisdiction:
cn representative S. DAUGHTRY OBOA 658
was on site this date Sep. 30, 2010 to perform Special Inspection for:
Penmt SPR2010-105
DFS#(s)
cn Job #: E1001113.
SPRINGFIELD
PO Number:
SCOPE OF INSPECTION
1. Checked in with superintendent or client representative.
Name: RICK
Company: GOODWILL
2. Inspection was !lIBe" [i] Continuous
D Periodic
PROPRIETARY ANCHORS
Yes NaNIA
I 1. Reviewed previous inspection reports?
I 2. Reviewed evaluation report?
I I
I X I
Verified following items meet manufacturer's
published installation instructions.
3. Verified minimum embedment depth of the
anchors. x
4.Verified installation of the anchors. X
5. Verified anchor diameter. x
6. Verified steel grade. x
7. Verified hole diameter. X
8. Verified type of drill bit used. x
9. Verified hole cleaning method. x
10. Verified adhesive application. x
11. Verified edge distance. X
12. Verified spacing. X
13. Verified installation torque. x
Evaluation report number & date:
ESR 1772
Name of product being installed
SIMPSON SET PAC EZ
Batch Number 161X190X
Expiration Date 11/30/11
Location of proprietary anchors inspected [to include grid
lines, elevations (floors) and drawing details):
(2}s/s"X24" ALL THREAD INSTALLED VERTICALLY FOR
HDUB-SDS2.8 HOLD DOWNS INTO EXISTING CONCRETE.
PSI lmKNOWN AND THICKNESS UNKNOWN ON THE SOUTH
BATHROOM WALL
x
REPORT SUMMARY
1. Work inspected was: GJ Completed D In progress
2. Completed work inspected was in compliance with
GJ Approved plans and specifications D Shop drawings
D RFI D Design change D Submittal D N/A
Document #(s) A-3.1
Dated: 8/18/10
3. Noncompliance item(s) were noted this date, details on
following pagers). DYes D No GJ N/A
4. Noncompliance item(s) were reinspected this date, details
on following page(s). DYes D No GJ N/A
D Conform D Remain in progress
Report(s) findings were discussed and left with
of
Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can
be covered. Carlson Testing has no authority to direct work of contractors or subcontractors.
D See additional report pagers).
D Distribute attachments.
Page _of_
Daily Report of Proprietary Anchors
CTI Job #: E1001113.
For: 09/30/2010
Project:
GOODWILL - SPRINGFIELD
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 n
without prior authorization from this office. Under all circumstances, the information contained in this report is provide
subject to all tenus and conditions of CTI's General Conditions in effect at the time this report is prepared. No party oth r
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, INe.
Reviewed By: Steven Dugger
Review Date: i 0/07/2010
SD/KMF
GOODWILL INDUSTRIES
TO: CITY OF SPRINGFIELD
x