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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2009-1-27 &'EJ Page 1 of 1 11~'llflt1;"I~.'~;'1111~_ GcvlcG: ,nical & Construcli:Jn Servi<iJs Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 01-27-09 500E. 4th Ave. Plant Expansion Project No.: 2087168 Eugene. Oregon Springfield, Oregon Report No,: E-22278 Inspector: A. Fenslermacher . 10 No.: 5258882-49 ICC Inspection of: Epoxy Dowels/ Reinforcing Steel Weather: Snow/Showers Continuous Inspection: D Contractor: Wildish Building Co. BPNo,: 2008-00225 Periodic 'Inspection: 0 Performed continuous inspection during the inslallation of sixty~two (62) #4 x 24" vertical dowels into coagulant building slab on grade for elevated walkway support walls tie-in. Prior to installation, the predrilled holes were cleaned with compressed air and a brush. Verified minimum embedment of 4". Dowels were secured with Epcon A7 (ICC- ES ESR-2351/ Expiration dale 11-07-09). . Also, performed preliminary inspection on the reinforcing steel for east and west raw waler channel walls above wall #24. Reinforcing steel was checked for size, grade, iaps, quantities, locations. ties, clearance and supports. Final inspection will be performed prior to concrete placement. Brady (Wildish) was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with plans dated 02/2008 and applicable workmanship provisions of Ihe I.B.C., except if noted above. Reviewed By: ;J;. 7{.~ Michael L. -Me~- Technical Manager c: EWEB- Mike Slickling (email) EWEB- Wally McCullough (em ail) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Filzjarrell (em ail) 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/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, lnc,'s written authorization. 1l~ ~ (lL\ 6'0 '/k- -2,.-3 <)'/\ .(;;), V C@ 750 r-NV ComeIIAvenue' Cavallis. Qegon 97330, phore(541) 757-4698 . tax (541) 757-2991 29540 B Airport Road . Eugene. Qegon 97402 . phone (541) 684-J849 . tax (541) 684-3851 63050 Corporate Place, Suile 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 SfEI 11~'lljlrl-;.lIIl'~';U'11Ill'.m. CLIENT EWEB 500E. 41h Ave. Eugene. Oregon DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO, CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 3 SAMPLED Geotechnical & Construction Services Compressive Strength of Concrete (ASTM C 39) PROJECT DATE PROJECT NO, REPORT NO, 01-27-09 2087168 6156 Hayden Bridge Waler Filtralion Planl Expansion Springfield, Oregon B,P,NO, . 2008-00225 12-30-08 CAST BY A. Fenslermacher DATE RECEIVED 12-31-08 4000 psi SPECI~EN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 40-SE7 CEMENT MAX SIZE AGG. 3/4" AEA; hol waler; Eclipse AIR CONTENT 4.3% 3 TICKET NO, 3160659 SLUMP 51/2" 62" F YARDAGE 10.0 OF 44.0 TIME 1:20 PM 44" F WEATHER Overcasl SPECIMEN STORAGE ASTM C31 Wall #30; section of wall soulh of #28; elevaled slab above wall #26; soulh side, wesl half of ramp wall. Sel2 From 3" lift in wal( soulh of #28. AVERAGE TEST AGE AREA WEIGHT TOTAl COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) {IN.'l (LBSI LOAD (LBSI STRENGTH (PSn {PSn TEST FRACTURE~ 01-06-09 7 12.56 8.3 49300 3930 10:20 AM 3 01-27-09 28 12.62 8.4 67900 5380 8:10AM 4 01-27-09 28 12.62 8.4 66600 5280 5330 8:15AM 3 Hoid **1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (lap or bottom) REMARKS: Mike Slickling (EWEB) and Jake Stucky (Wildish) were advised of on-sile lesl resulls. Reviewed By: ~~e~'::;'- Technical Man.ager c: EWEB- Mike Stickling (email) EWEB- Wally McCuilough (email) OBEC- Pete Slocum (email) Wildish Buildin9 Co.- Kevin Fitzjarreil (email) Wildish Building Co.- Jake Slucky (email) City of Springfield Knife River MLM:sc This report and/or enclosed test data is the confidential property of the client to VJhom iUs addressed and pertains to the specffic process and/or material evaluated. As su.ch, information contained herein shall not be reproduced in part or full and/or any part . thereof be disclosed without FEI Testing & Inspection, tnc.'s written authorization. 700 r-NV ComeIIAvenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax(541) 757-2991 29540 BAirpatRcaJ . Eugene, Oregon 97402 . phone (541)684J849 ,fax(541 )684-3851 63050 Corporale Place. Suite 2 . Bend. Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846. A:'jP"~ .:7tt. 11:"II~lev;41J~..'~a'I[Ii~_ CLIENT EWEB 500E. 4th Ave. Eugene. Oregon DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO, CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 4 SAMPLED Geotechnical & Construction Servires Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge Water Filtralion Planl Expansion Springfield, Oregon DATE PROJECT NO, REPORT NO. 01-27-09 2087168 6155 B,P. NO. 2008-00225 DATE RECEIVED SPECIMEN SIZE . SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME . SPECIMEN STORAGE 12-31"08 4" x8" Knife River 3/4" 6.0% 61/2" 9:20 AM ASTM C31 12-30-08 CAST BY A. Fenstermacher 4000 psi (3000 at sump) . 4000 psi SACKS 40-SEF CEMENT AEA; hol waler; Eclipse; WRDA64; Fibers 4 TICKET NO. 3160650 57" F YARDAGE 10.0 OF 90,0' 360 F WEATHER Overcasl Slab numbers 6, 12 and 14; coa9ulanl building sump pad. Sel1 Northwesl comer of slab 14. AVERAGE TEST AGE AREA WEIGHT TOTAl COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS\ (IN.') (LBS) LOAD (LBSl STRENGTH (PSIl (PSIl TEST FRACTURE~ 01-06-09 7 12.56 8.2 41000 3260 10:15AM 4 01-27-09 28 12.62 8.2 61200 4850 8:00 AM 5 1 01-27-09 . 28 12.62 8.2 60000 4750 4800 8:05 AM 6 I Hold I **1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Mike Slickling (EWEB) and Jake Stuckey (Wildish) were advised of on-sile test results. Reviewed By: Ih.x.~~ 'Michael L. MeyV . Technical Manager c: EWEB- Mike Sllckling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wild ish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (email) Cily of Springfield ' Knife River MLM:sc This report and/or enclosed test data is the confidential property of the cHent to whom it is"addressed and pertains to the specific process andfor 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 t-m Canell Avenue' CavalfIS. Oregm 9733O. phone (541) 757-4698, fax (541) 757-2991 29540BAiIportRoad' Eugene, 0regm97402' phone (541)684J849 'fax(541)684J851 63050 Corporale Place. Suile 2 . Bend. Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~ftl It.'III1C1;41I~.'W:.llllh'.IH. CLIENT EWEB 500E. 4th Ave. Eugene. Oregon DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO, CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED TEST DATE 01-29-09 02-19-09 02-19-09 Hold AGE (DAYS) 7 28 28 **1 - End Cones Geotechnical & Construcfun Servioas Compressive Strength of Concrete. , (ASTM C 39) PROJECT DATE PROJECT NO, REPORT NO, 01-29-09 2087168 6182 Hayden Bridge Water Fillralion Planl Expansion Springfield, Oregon B,P,NO. 2008-00225 01-22-09 CAST BY A. Fenslermacher DATE RECEIVED 01-23-09 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 40-SE7 CEMENT MAX SIZE AGG. . 3/4" Super; Eclipse; Hol water AIR CONTENT 3.8% 2 TICKET NO, 3354040 SLUMP 6" 65' F YARDAGE 10.0 OF 20.0 TIME 12:00 PM 42' F WEATHER Overcasl SPECIMEN STORAGE ASTM C31 Elevaled walkway above wall 22; easl and wesl walls of raw waler channel above wall 26; wesl wall of raw water channel above wall 30. From walls. AREA (IN.') 12.62 TOTAl LOAD (lBS) 47910 COMPRESSIVE STRENGTH (PSI) 3800 AVERAGE STRENGTH (PSI) TIM E OF TEST 3:45 PM TYPE OF FRACTURE~ 3 WEIGHT (LBS) 8.40 2 - Cone/Split 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) 3 - Columnar REMARKS: Jake Slucky (Wildish) was advised of on-site tesl resulls. Reviewed By: /h,~.~ Michael L. Me..Jlr Technical Manager c: EWEB- Mike Slickling (email) EWEB- Wally McCullough (email) OBEC- Pele Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (email) Cily of Springfield Knife River 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 Vllithout FEI Testing & Inspection, Inc.'swritten authorization. 750 tw ComeII Avenue' Cavallis. Oregon 97330. phone (541 ) 757-4698, fax (541) 757-2991 29540 BAirport Road, Eugene, Oregon 97402' phone (541)684-3849' fax (541) 684-J851 63050 Corporale Place. Suite 2 . Bend, Oregon 97701 . phone (~1) 382-4844 . fax (541) 382-4846