HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2014-1-2 •
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TESTIMINSPITTION,ter.
Geo,echnicoi&conar.60„ Geotechnical&CoslrtxionServices Daily Field Report
Client: Ms. Sally McKinne Project: Timber Products Headquarters Date: 01-02-14
Timber Products 305 South 4th Street Project No.: 2137185
PO Box 269 Springfield, Oregon Report No.: E-35779
Springfield, Oregon 97477 Inspector: A. Fenstermacher
ID No.: 5258882-49
ICC
Inspection of: Epoxy Anchors Weather: Inside Continuous Inspection: ❑
Contractor: Chambers Construction BP No.: 811-SPR2013-02200 Periodic Inspection: fJ
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Performed continuous inspection during the installation of two (2) 1/2" x 6 1/2" and one
(1) 5/8" x 16" all-thread anchors into slab and footing for attachment of plumbing wall
hold-downs. Prior to installation, the predrilled holes were cleaned with a brush and
compressed air. Verified minimum embedment depth of 8" for 5/8" anchor and 2 3/4"
for 1/2" anchors. Anchors were secured with Hilti Hit RE 500SD epoxy(ICC— ES ESR
2322/expiration 09/2014).
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To the best of our knowledge, the work inspected was in accordance with RFI 7 and
applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed Byy::�(J'�
Michael L. Meyer
Technical Manager
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Firm 151 —Jenn Ward (email)
Chambers Construction— Frank Travis (email) '
City of Springfield— Robert Castile (email) •
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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,information 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.
a NW Cornell Avenue•Corvallis,Oregon 97330 phase(541)757-4698'fax(541)757-2991
29540 BAirport Road•Eugene,Oregon 97402.phone(541)684-3849•fax(541)684-3851
62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846
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rF. N4M-
rfsl7NCs1NSPECIIoN,rr. • Compressive Strength of Concrete
GLotechO1°Ot 8 Canfh"`t1on Services Geotechnical&Constn.lction Services (ASTM C 39)
CLIENT Ms. Sally McKinne - PROJECT Timber Products Headquarters DATE 11-27-13
Timber Products 305 South 4th Street PROJECT NO. 2137185
PO Box 269 Springfield, Oregon REPORT NO. 9201
Springfield, Oregon 97477
BP NO. 811-SPR2013-02200
DATE CAST 10-30-13 CAST BY M. Meyer DATE RECEIVED 10-31-13
STRENGTH REQUIRED 3000 psi (ftgs.)3500 psi (slab) SPECIMEN SIZE 4"x 8"
STRENGTH PLACED 3500 psi SACKS SUPPLIER ESG
• PRODUCT CODE 390421 CEMENT -- MAX SIZE AGG. 3/4"
ADDITIVES -- AIR CONTENT --
LOAD NO. 1 TICKET NO. 60040154 SLUMP 3 3/4"
CONCRETE TEMP 63° F YARDAGE 3.0 OF 3.0 TIME 3:20 PM
AIR TEMP 54° F WEATHER Clear SPECIMEN STORAGE ASTM C 31
POUR LOCATION Post footings and slab infill in rooms 238& 240.
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AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN 2) (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE**
11-06-13 7 12.56 8.53 32205 2560 _ 12:45 PM 2
11-27-13 28 12.56 _ 8.52 64765 5160 8:00 AM 2
11-27-13 28 12.56 8.54 63250 5040 5100 8:05 AM 2
Hold
1-End Cones 2-Cone/Split 3-Columnar 4-Diagonal 5-Side(top or bottom) 6-Side(pointed top or ootlom)
REMARKS: Tim Jacobs (CCC)was advised of on-site test results.
Reviewed By:
Michael L Meyer
Technical Manager
Firm 151 —Jenn Ward (email)
Chambers Construction—Frank Travis(email)
City of Springfield— Robert Castile (email)
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MLM:sn
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, 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.
750 NW Comet Avenue•Corvallis,Oregon 97330•phone(541)757-4698•fax(541)757-2991
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29540 B Airport Road•Eugene,Oregon 97402 phone(541)684-3849 fax(541)684-3851
62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846 •
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GrESlicC
k& onsPfC c
ion Services technical&c«tstrucoonServices Daily Field Report
Client: Mr. Toby DeMasters Project: Kingsford Date: 11-11-13
McKenzie Commercial 3315 Marcola Rd. Project No.: 2137199
865 W. 2nd Ave. Springfield, Oregon Report No.: E-35443
Eugene, Oregon 97402 Inspector: D. Delatte
ID No.: 1080867-88
ICC
Inspection of: Epoxy Dowels Weather: Inside Continuous Inspection: ❑
Contractor: McKenzie Commercial BP No.: 811SPR-2013-01766 Periodic Inspection: E1 •
Observed the installation of approximately one hundred forty-eight (148) #4 x 24"
horizontal dowels and thirteen (13) #5 x 30" horizontal dowels into existing slab on
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grade/footing for new slab on grade/footing connection at the new restroom/ locker
room addition. Prior to installation, the predrilled holes were cleaned with a brush and
compressed air. Verified minimum embedment depth of 3" or 4". Dowels were
secured with Simpson Set XP epoxy adhesive (expiration date 05/2015).'
To the best of our knowledge, the work inspected was in accordance with plans dated
07-19-13 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
Michael L. Me r
Technical Manager
c:
City of Springfield
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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, 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.
750 NW Cornell Avenue•Corvallis,Oregon 97330•phu (541)757-4698•fax(541)757-2991
29540 B Airport Road•Eugene,Oregon 97402•phone(541)684-3849•fax(541)684,3851
62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846
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