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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2009-12-15 ~ftl 11~'II'lrt;"I!~Unlllll.m. ~..:..~&C'~~ CLIENT PROJECT EWEB 500E. 4th Ave. Eugene, Oregon 97440 BPNO. DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION 11-17-09 4000 psi 4000 psi 40K1UOKS CAST BY SACKS CEMENT Eclipse: Super 1 TICKET NO. 65"F YARDAGE 49" F WEATHER East wall of filter basin. LOAD 1 SAMPLED 1" lift in wall. ~ Compressive Strength of Concrete (ASTM C 39) Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 12-15-09 2087168 6763 11-18-09 4" x8" Knife River 3/4" 2.9% 6" 12:20 PM ASTM C 31 AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIM E OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSIl (PSI) TEST FRACTUREH I 11-24-09 7 12.56 8.51 I 58890 4690 2:20 PM 3 f 12-15-09 28 12.56 8.55 I 69520 5540 8:10AM 2 12-15-09 28 12.56 8.53 I 72155 5740 ,5640 8:15AM 2 I Hold I "1-End Cones 2 . Cone/Split 3-Columner 4-Oiagonal 5 - Side (top Of bottom) 6 - Side (pointed top or bottom) 2008-00225 D. Delatte DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 3501031 10.0 OF Overcast 40.0 REMARKS: Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of on-site test results. Reviewed By: A.~/J~ Michael L. Mey'; . Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (email) City of Springfield Knife River MLM:sc This report andlor 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. 7f:IJ NW ComellAvenue' Corvallis, Oregon 9733O. 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 DIive, Suile3' Bend, Oregon 97701. phone (541)382-4844 . fax (541) 382-4846 ~ ~ftl Page 1 of 1 1I1~'IIlLhI'..n.":'lllhtn.m" (JoJ.,(,;..;.,.."J & Construdioo SaV.ces Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 12-14-o9 500E. 4th Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-24770 Inspector: D. Delatte 10 No.: 1080867-88 ICC Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: 0 Contractor: Wildish Building, Co BPNo.: 2008-00225 Periodic Inspection: 0 Performed final inspection on the reinforcing steel at the following locations: walkway along the top of center wall; east wall of settle water channel: two (2) gullet slabs at elevation :1:593.0 all within filter basin and weir box walls and columns. Preliminary reinforcing steel inspection was performed by our office on 12-07-09 thru 12-11-09 (ref: FEI reports E24734 and E24766). Observed the placement of 37.0 yards of Knife River 4000 psi concrete (mix 2440KIUOKS) into areas noted above. Concrete was placed by pump and was mechanically consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders from load 1. Slump - 6": air temperature - 35F; concrete temperature - 55F; air content - 5.9%. Jake Stucky (Wildish) was advised of the on-site test results. To the best of our knowledge, the work inspected was in accordance with plans dated 0212008 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: ;h . 't;'.~ --- Michael L. ~eyr Technical Manager ru [g@[g O~[g ~ DEe 1 7 2009 -=\\ c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (em ail) OBEC- Pete Slocum (em ail) Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (email) City of Springfield ..:::J MLM:sc 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 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 ComeIAverue' CavaIis, Oeg:n 97330' p-a-e(541) 757-4698' fax (541) 757-2991 29540 B AijxJrt Road . Eugene, Oeg:n 97402 . p-a-e (541) 684-3849 . fax (541 )684-3851 62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 . phone (541) 382-4644 . fax (541) 3824846