HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2011-6-16
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Geotechnical & Construclion Services
Daily Field Report
Client: Mr. Wally McCullough Project: Hayden Bridge Filtration Plant Date: 06-16-11
EWEB Filter N4, N5'& N6 Improvements Project No.: 2117001
500 E. 41h Ave. Springfield, Oregon Report No.: E-28544
Eugene, Oregon 97440 Inspector: A. Fenstermacher
ID No.: 5258882-49
ICC
Inspection of: Reinforced Concrete/ Weather: Clear Continuous Inspection: 0
Epoxy Anchors
Contractor: Triad Mechanical BPNo.: SPR 2010-00041 Periodic Inspection: ""
Performed inspection on the reinforcing steel for filters N4, N5 and N6 extra pipe
support for the FTW channei upper pedestal oniy, Extra reinforcement was added
below the pedestal which was not specified on the plans. Concrete was also poured
into this area. Reinforcing steel was checked for grade, size, laps, quantities, locations,
ties, clearance and support.
Observed the placement of 2.0 yards of Eugeri'e Sand and Gravel 4350 psi concrete
(mix 324365) into areas noted above. Concrete was placed by wheel barrow and was
mechanically consolidated. Cast one (1) set 6f four (4) 4" x 8" compressive strength
cylinders. Notified Mike Stickling (EWEB) and Gary (Triton) of theon-site test results.
Slump - 21/2"; concrete temperature - 65F; air temperature - 65F; air content - 1,5%.
Performed continuous inspection during the installation of two (2) 1 1/4" x 18" HS all-
thread anchors and two (2) 3/4" x 9" stainless, steel all-thread anchors. Contractor
installed two (2) 1 1/4" anchors for support beam bracket thru concrete pilaster at,the
north end and 3/4" anchors for the' north cross'gailery beam. Prior to installation, the
predrilled holes were cleaned with a brush and compressed air. Verified minimum
embedment depth of 6", for 3/4" anchors. Anchors were secured with Hilti Hit HY 150
Max (ICC - ES ESR 2262/ expiration date 11/2011).
To the best of our knowledge, the work inspected was in accordance with plans dated
08/2010 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
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Michael ~. Me
Technical Manager
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EWEB - Michael Sticking (email)
OBEC- Pete Slocum (email)
Triad Mechanical- Dermis Carroll (email)
Triad Mechanical- Gary Barnes (em ail)
City of Springfield
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This report andlor enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process andlor malerial 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 ComEJIAvenue' Corvallis, Oregon 97330 . phone (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