HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-10-17 ?// 2/24- `33T
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G„oiEeknicol&Construction Servke. GeotedmicalaCostrudionServices Daily Field Report
• Client: Ms. Laura Farthing Project: Hayden Bridge Water Date: 10-17-13
EWEB Intake Improvements Project No.: 2127278
PO Box 10148 Springfield, Oregon Report No.: E-35208
Eugene, Oregon 97440 Inspector: M. Meyer
ID No.: 0877905-88
ICC
Inspection of: Epoxy Anchors Weather: Clear Continuous Inspection: ❑
Contractor: John Hyland Construction BP No.: -- Periodic Inspection: Q
Performed continuous inspection during the installation of twenty (20) 3/4" x 18" 90°
hook all-thread rods into top of existing water tunnel walls for connection of new lid slab
on easterly side of intake building, Note: ATR was heated and field bent prior to
installation. Prior to installation, the predrilled holes were cleaned with a brush and
compressed air. Verified minimum embedment depth of 6". ATR was secured with
Hilti Hit RE 500SD epoxy(ICC— ESR 2322/expiration date 08/2014).
Dave Shaw(JHC)was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with addendum 2'
plans dated 05-10-12 and applicable workmanship provisions of the I.B.C., except if
noted above.
Reviewed By:
Michael L. Me er
Technical Manager
c:
John Hyland Construction—Dave Shaw(email) •
OBEC— Pete Slocum (email) •
City of Springfield
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MLM:sc
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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.
750 NW Cornell Avenue•Corvallis,Oregon 97330•Phone(541)757-4698•fax(541)757-2991
29540 B Aifpod 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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TESnvcslNSPfCT/OK,r GOtechnicalaconsmadronServi Daily Field Report Construction Servi;s Geowchnicol
Client: Ms. Laura Farthing Project: Hayden Bridge Water Date: 10-25-13
EWEB Intake Improvements Project No.: 2127278
PO Box 10148 Springfield, Oregon Report No.: E-35297
Eugene, Oregon 97440 Inspector: M. Duffy
ID No.: 439
OBOA
Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: ❑
Contractor: John Hyland Construction BP No.: -- Periodic Inspection:
Observed the placement of 5.5 yards of Knife River 4000 psi concrete (mix 45K170L0)
in the north exterior wall infill. Concrete was placed by pump and was mechanically
consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Slump — 4
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3/4"; concrete temperature—69F; air temperature—57F; air content— 5.1%.
Reinforcing steel was checked during a previous site visit for grade, size, laps, spacing
and quantities.
Dave Shaw(JHC)was advised of the on-site test results and observations.
To the best of our knowledge, the work inspected was in accordance with revised plans
dated 05-17-12 and applicable workmanship provisions of the I.B.C., except if noted
above.
Reviewed By:
Michael L. M r
Technical Manager
c:
John Hyland Construction — Dave Shaw(email)
•
OBEC— Pete Slocum (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 MN Cornell Avenue•Corvallis,Oregon 97330 phone(541)757-4698•fax(541)757-2991
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
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