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WING&ItiggilON INC. Geotechnic2l&Co structionServices Daily Field Report
Client: Ms. Connie Speck Project: Giustina Resources Office Bldg. Date: 04-08-13
Giustina Resources 200 International Way Project No.: 2137002
PO Box 529 Springfield, Oregon Report No.: E-33610
Eugene, Oregon 97440 Inspector: D. Delatte
ID No.: 1080867-88
ICC
Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: ❑
Contractor: Chambers Construction Co. BP No.: 811-SPR2012-02519 Periodic Inspection:
Performed inspection on the reinforcing steel for wood post pad footings near lines
2A.5, 3A.5, 2B.9, 3B.9, 5C, 2E, 5E & 5B.5. Reinforcing steel was checked for grade,
size, lap, placement, quantities and clearance. Reinforcing steel was secured and
supported above grade.
Observed the placement of 3.0 yards of Eugene Sand and Gravel 4500 psi (4000 psi
required) concrete (mix 314568) in lower half of pad footings. Concrete was placed by
wheel barrow and was mechanically consolidated.
To the best of our knowledge, the work inspected was in accordance with plans dated
12-19-12 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
Michael L. M er
Technical Manager
c:
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Chambers Construction Co.—Brian Erickson (email)
Chambers Construction Co.—Jack Makarchek(email)
Robertson Sherwood Architects—Scott Stolarczyk(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 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.
750 NW Cavell Avenue•Corvallis,Oregon 97330•phone(541)757-4698 fax(541)7571991
29540 B Airport Road•Eugene,Oregon 97402•phone(541)6843849•fax(541)684-3851
62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 •phone(541)382-4844•fax(541)382.4846