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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-5-5 (2) Sf E). Page 1 of 1 11~'llflfi;.I~,,'~;'IIII~.I~L. Geotechnical & Construcfun Servires Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: -. 05-05-09 500E. 4th Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-22914 Inspector: D. Delatte ID No.: 1080867-88 ICC Inspection of: Reinforcing Steel . _ Weather: ,Overcast _ _ Continuous Inspection: 0 '. 2008-00225 Contractor: Wild ish Building Co. BPNo.: Periodic Inspection: [;"[ Performed .preliminary reinforcing steel inspection for retaining walls (2 sides) at the west end of south ramp and north filter gallery slab on grade over 42" pipe lines. Reinforcing steel was checked for grade, size, iap., placement and clearance. Reinforcing steel was secured with tie wire. Contractor stated siab reinforcing will be placed on concrete dobie blocks prior to concrete placement. The horizontal reinforcing steel and U bars at top of wall need to be raised prior to concrete placement. Note: advised that Michael Stickling (EWEB) approved changing thickness of slab to 8" with thickened edges on three (3) sides. To the best of our knowledge, the work inspected was in accordance with plans dated 11-10-08 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: /J1''i.~ Michael L. Miler Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Siocum (email) Wildish Building Co.- Kevin Fitzjarrell (email) Wiidish Building Co.- Jake Stucky (email) City of Sprin9fieid MLM:sc RECE\VHI MAY 0 8 1009 I This report anld/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 the~eof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 7ffJ N-N ComeIIAvenue' Cavallis, Oregon 97330, phone (541 ) 757-4698 . fax (541) 757-2991 29540 BAitport Road, Eugsne, Oregon 97402, phone (541) 684-3849 . fax (541 )684J851 62979 NE Plateau Drive, Suite 3. Bend, Oregon 97701. phone (541) 382~. fax (541) 382-4846 ~fE) 11~'nml;"~~'~UIIIHlm. Geotechnical & Construction Services Compressive Strength of Masonry Prisms ASTM C 1314 CLIENT EWEB 500E. 4~ Ave. Eugene, Oregon 97440 PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. . 05-06-09 2087168 6329 BPNO. 2008-00225 DATE CONSTRUCTED DATE GROUTED SOLID XXX DESIGN (F'M) SPECIMEN STORAGE LOCATION 04-07-09 04-08-09 HOLLOW 1500 psi ASTM C1314 6.' wall in coagulant building (4' to 8'). FEI REP. D. Delatte DATE RECEIVED PRISM 1.0. TIME WEATHERlTEMP. 04-09-09 8" x 6" x 16.' Smooth Face 8:15AM Overcast/50" MORTAR: PSIITYPE SAND CEMENT LIME OTHER 'TEM!,. SOURCE/I.D. 1800lS GROUT: PSI AGG. SIZE CEMENT ADDITIVE SLUMP TEMP. SOURCE/I.D. TICKET NO. 2000 reg. Spec Mix (Bagged) :1:9" 58" Sakrete Concrete Mix 60 lb. bags - job mix SPECIMEN SPECIMEN SPECIMEN NET CROSS- COMPRESSIVE TEST AGE HEIGHT. LENGTH WIDTH SECTIONAL TOTAL STRENGTH DATE (DAYS) (IN.) (IN.) (IN.) AREA (IN') LOAD (LBS) (PSI) 04-15-09 7 15.75 5.625 8.25 46.40 86960 1870 05-06-09 28 16.00 5.625 8.50 47.81 113890 '2380 05-06-09 28 16.00 5.625 8.25 46.41 105800 2280 AVERAGE STRENGTH (PSI) 2330 REMARKS: Jesse (Ar!"s Masonry) was advised of on-site test results. Reviewed By 1'1-'i.~ Michael L. Me(.;, Technical Manager .-/ c: I EWEB- Mike Slickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wi/dish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (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/ormateriaJ 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'fJ NW CcmeIlAvenue. Corvallis, Oregoo 97330. phone (541) 757-4698, fax (541) 757-2991 29540 BAitpaiRoad . Eugene, Oregoo 97402. phone (541 )684-J849 .fax(541)68<h'J851 63050 CoIporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 -...= =-' ...-........