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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-4-6 ~..... lr..yft. Page 1 of 1 1I:'to'II/ICl';"lflt.'~~'llll~tll~11:ll Geotechnical & Cons1ruclion Seivices . Daily Field Report . Client: Mr. Charlie McClain' Mcintyre Construction PO Box 2523 Eugene, Oregon 97402 I Project: Ent~rprise Rent-A-Car 4396 Main Street Spri'ngfield, Oregon I , I Date: Project No.: Report No.: Inspector: 10 No.: 04-06-09 2097017 E-22695 D. Delatte 1080867-88 ICC Inspection of: Reinforced Concrete Contractor: Mcintyre Construction Weather: BPNo:: I Cle<?r C8-00589 I Continuous Inspection: 0 Periodic Inspection: 0 Performed inspection on the reinforcing steel for slab on grade (4") at office area and slab on grade (6") for carwash area. Reinforcing steel was checked for grade, size, lap, placement and clearance. Reinforcing steel was secured and supported above grade on concrete dobie blocks. I Observed the placement of 30.0 of 38.0 yards of Knife River 3500 psi concrete (mix 35- IN) in area noted above. Concrete was placed by pump and was manually consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders from load 1. Slump - 5"; air temperature - 47F; concrete temperature - 67F Ron (Mcintyre Construction) was notified of our on-site test results. I To the best of our knowledge, the work inspected was in accordance with plans dated 04-10-08 and applicable workmanship prov,isions of the I.B.C., except if noted above... Reviewed By: /h, I~ Michael L. Meyer Technical Manager c: City of Springfield MLM:sc RECEIVED APR 1 3 2009 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 andlor any part thereof be disclosed without FEI Testing & Inspection, loc.'s written authorization. 7m rwv Cornell Avenue. CavaI~, Oegoo 97330, phone (541) 757-4698' fax (541) 757-2991 29540 B Airport Road . Eugene, 0eg0097402' phone (541) 684-3849 'fax(541)684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846 Sftl Page 1 of 1 11~'II~lrt;1Ilf.'~~'llll~1I!ll! Geotechnical & Construdion Services Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 04-09-09 500E. 41h Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-22725 Inspector: D. Delatte 10 No.: 1080867-84 ICC Inspection of: Masonry Weather: Overcast . Continuous Inspection: 0 Contractor: WildishBuilding Co. BPNo.: 2008-00225 Periodic Inspection: 0 Performed inspection on the reinforcing steel in 6" CMU wall in the coagulant building (8' to 12'). Reinforcing steel was checked for grade, size, lap, placement and clearance, where applicable. Reinforced cells were relatively free of excess mortar projections. Observed the placement of site batched high strength Sakrete Concrete Mix by bucket and mechanically consolidated after placement. Only reinforced cells and bond beams were grouted solid. Slump - :t9"; air temperature - 52F; grout temperature - 54F. Jessie (Art's Masonry) was asked to notify our office when additional services are needed. To the best of our knowledge, the work insbected was in accordance.with plans dated 02/2008, masonry submittals and applicaple workmanship provisions of the I.B.C., except if noted above. ,I Reviewed By: 111.1:.~~ Michael L~"M~er Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (em ail) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (em ail) Wildish Building CO.-.Jake Stucky (em all) 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,& Inspection, Inc.'s written. authorization. . 7fiJ rwv ComeII AValue' CavaI1is, 0Bgcn 97330' phone (541 ) 757-4698, fax (541) 757-2991 29540 B Airport Road . Eugene, Oegoo 97402 . phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon ~7701 . phone (541) 3824844. fax (541) 382-4846 Rl:.cEIVED APR 1 4 1009 ~""'I ~ft Page 1 of l' .~~'nltLI't;.I~..'~;all'lIl.II'll:ll Geotechnical & Construction Services Daily Field Report Client: EWEB 500E. 4th Ave. Eugene, Oregon Project: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 04-06-09 2087168 E-22699 D. Delatte 1080867-84 ICC Inspection of: Masonry Contractor: Wildish Building Co: . Weather: Clear BP No.: 2008-00225 Continuous Inspection: D Periodic Inspection: 0 Performed preliminary reinforcing steel inspection for 6" CMU wall in coagulant building (slab to 4'). Reiriforcingsteel was checked for grade, size, lap, placement and clearance, where applicable. Reinforced cells were relatively clean and free of excess' mortar projections. The un-reinforced cells were blocked off with grout stop. Final inspection will be performed prior to grout placement. To the best of our knowledge, the work inspected was in accordance with plans dated 02/2008 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: ;1 :1..17- Michael L. Meyer Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (em ail) OBEC- Pete Slocum (em ail) Wildish Building Co.- Kevin Fitzjarrell (emaii) Wildish Building Co.- Jake Stucky (em ail) City of Springfield MlM:sc \ This report andlor enclosed test data is the confidential property of the client to 'Nhom 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. . 750 rwv ComeIAvenue' Cavallis, Oegoo 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirport Road. Eugene, Oegoo 97402, phone (541)684-3849' fax (541) 684-3851 . 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844. fax (541) 382-4846