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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2008-12-30 11:.'mlrt;"m,':':'.IIII~_ Geotechnical & Construdion Servioos . 1- \~ "1l'[ { ;J Ii 7 ?if/v'1} Page 1 of 2 ~fEI' Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 12-30-08 500E. 4th Ave. Plant Expansion Project Nq.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-22088 Inspector: A. Fenstermacher ID No.: 5258882-49 ICC Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: 0 Contractor: Wildish Building Co. BPNo.: 2008-00225 Periodic Inspection: [;"I Performed final inspection on the reinforcing steel for slab numbers 6, 12 and 14; wall number 30 and wall section south of 28; eievated slab above wall 26; coagulant building sump slab; south side and west half of ramp walls. A preliminary inspection was performed on 12-23-08 (reference FEI report E-22072). Observed the placement of 90 yards of Knife River 4000 psi concrete (mix 40-SEF) into slabs and 44 yards of Knife River 4000 psi concrete (mix 40-SE7) into walls and elevated slab. Concrete was placed by pump and was mechanically consolidated. Tested load 1 and 2 of slab mix and load 1 of wall mix for mix compliance. I Load 1 (40-SEF\ Load 2 (40-SEF\ I Load 1 (40-SE7\ I CT- 59F CT- 59F CT- 58F I AT- 33F AT- 34F AT- 43F I AE- 5.9% AE- 5.3% AE- 5.3% I S- 3" S- 61/2" S- 5" CT - concrete temperature; AT-air temperature; AE- air content; S- slump 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 futl and/or any part thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization. 7fJJ NVV CaneIIAvenue' CavaIIis, Qe;p197330' phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road . Eugene, Qe;p197402 . phone (541) GB ~ 3Y~' fax (541 )684-3851 63050 Corporate Piace, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 RECEIVED JA,N 0 61008 Hayden Bridge Water Filtration Plant Expansion Project No.: 2087168 Report No.: E-22088 12-30-08 Page 2 of 2 Cast two (2) sets of four (4) 4" X 8" compressive' strength cylinders. Notified Jake Stucky (Wildish) and Mike Stickling.(EWEB) of on,site results. I Load 4 (40-SEFl I Concrete temperature- 57F I Air temperature- 36F I Air content- 6.0% I Slump- 61/2" Load 3 (40-SE7l Concrete temperature- 62F Air temDerature- 344F Air content- 4.3% Slump- 5 1/2" Mr: Stuckey 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 the I.B.C., except if noted above. Reviewed By: ;J1.~.~ Michael L: M~r Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (em ail) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (em ail) Wiidish 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 FEl Testing & Inspection, tnc.'s 'Nritten authorization. 7fiJ ~ CaneII Avenue' Cavallis, Oreg:ln 97330. phone (541) 757-4698. fax (541) 757-2991 29540 B Airport Road . Eugene, Oreg:ln 97402 . phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~"''''l ~yrt 11~'II/lrt;.I~~'l/;'I(II~.III. 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 Geoted1nic:aI & Cons1rudion Services Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. . REPORT NO. 12-31-08 2087168 6133 12-06-08 4" x8" Knife River 3/4" 5.0% 7" 9:50 AM ASTM C31 AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.'! (LBS) LOAD (LBS) STRENGTH (PSIl (PSIl TEST FRACTURE- '12"12-08 7 12.56 8.4 51300 4080 9:35 AM 5 01-02-09 28 12.56 8.3 68700 5470 7:50 AM 5 01-02-09 28 12.56 I 8.2 67700 5390 5330 7:55 AM 5 Hold "1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (lop and bottom) 6 - Side (lop or bottom) B.P. NO. 2008-00225 12-05-08 CAST BY A. Fenstermacher DATE RECEIVED 4000 psi SPECIMEN SIZE 4000 psi SACKS 'SUPPLIER 40K1VOZF CEMENT MAX SIZE AGG. ADVA, Eclipse, Fiber AIR CONTENT 3 TICKET NO. 3160495 SLUMP 57" F YARDAGE 10.0 OF 40.0 TIME 38" F WEATHER Fog SPECIMEN STORAGE Slab #16 and remainder of footing at the northwest corner of contact basin. From 'east side, center of slab REMARKS: Mike Stickling (EWEB) was advised of on-site test results. Reviewed By: /h.~~ Michael L Meytf/ 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 RECEIVED JAN 0 8 7008 This report andler 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. 7ffJ WJ CaneIIAvenue' CavaIIis, Oegon 97330, pht:re (541) 757-4698, fax (541) 757-2991 29540 B AiJpat Road . Eugene, Oegon 97402 . pht:re (541)684J849 . fax (541) 684-J851 630ffJ Corporate Place, Su~e2' Bend, Oregon 97701 - phone (541) 382-4844' fax (541) 382-4846 ~fEI Geoted1nical & Construction Servioos Compressive Strength of Concrete (ASTM C 39) '1:I.'II~lrt;"II"';j~.I(II~.I~I. CLIENT PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 01-05-09 2087168 6135 EWEB 500E. 4th Ave. Eugene, Oregon B.P. NO. 2008-00225 : DATE CAST STRENGTH REQUIRED' STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION 12-08-08 CAST BY A. Fenstermacher DATE RECEIVED 4000 psi SPECIMEN SIZE 4000 psi SACKS SUPPLIER .40-SE7 CEMENT MAX SIZE AGG. Super, Eclipse AIR CONTENT 2 TICKET NO. 3160508 SLUMP 65" F YARDAGE 9.0 OF 27.0 TIME 47" F WEATHER Fog SPECIMEN STORAGE Wall number 28; raw water channel suspended slab at northeast. LOAD 2 SAMPLED From 20d lift wail. 12-09-08 4" x8" Knife River 3/4" 5.2% 5 3/4" 11:30AM ASTM C31 AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS\ (IN.') (LBS) LOAD (LBS\ STRENGTH (PSI\ (PSI\ TEST FRACTURE"'* I 12-15-08 7 12.56 8.4 42100 3350 9:25 AM 5 f 01-05-09 I 28 12.56 8.4 65200 5190 7:45 AM 5 01-05-09 I 28 12.56 8.4 61900 4930 5060 7:50 AM 5 I Hold **1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Mike Stickling (EWEB) was advised of, on-site test results. Reviewed By: fJ;. tf,~ Michael L. ~eyeP 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, lnc,'s written authorization. 700 rwv CaneliAvenue' Corvallis, Oreg:n 97330, phcre(541) 757-4698, fax(541) 757-2991 29540 B Airport Road . Eugene, Oreg:n 97402 . phone (541) 684J849 . fax (541) 684-3851 63000 Corporate Place, Suite 2 . Bend. Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~Ftl II:.lI1IICl:<lII..' ~;'IIIJ~.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 3 SAMPLED TEST DATE 01-06-09 01-27-09 01-27-09 Hold AGE (DAYS) 7 28 28 **1 - End Cones Geotechnical & Construcfun Services Compressive Strength of Concrete (ASTM C 39) PROJECT DATE PROJECT NO. REPORT NO. 01-06-09 2087168 6156 Hayden Bridge Water Fiitration Plant Expansion Springfield, Oregon B.P. NO. L. 2008-00225 12-30-08 CAST BY A. Fenstermacher DATE RECEIVED 12-31-08 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 40-SE7 CEMENT MAX SIZE AGG. 3/4- AEA; hot water: 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 Overcast SPECIMEN STORAGE ASTM C31 Wall #30; section of wall south of #28; elevated slab above wall #26; south side, west half of ramp wall. Set 2 From 3"' lift in wall south of #28. AREA (IN.') 12.56 WEIGHT (LBS) 8.3 TOTAL LOAD (LBS) 49300 COMPRESSIVE STRENGTH (PSIl 3930 AVERAGE STRENGTH (PSIl TIME OF TEST 10:20 AM TYPE OF FRACTURE- 3 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Mike Stickling (EWEB) and Jake Stucky (Wildish) were advised of on-site test results. Reviewed By: j11.~.~- Michael L. ~ey{j Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wiidish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (email) City 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 without FEI Testing & Inspection, Inco's written authorization. 7fIJ WI CanelJAvenue' CavaI1is, O'egon 97330, pfme(541) 757-4698' fax (541) 757-2991 29540 B Airport Road . Eugene, O'egon 97402 . pfme (541) 684J849 . fax (541 )684-3851 630fIJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846 ~ftl Page 1 of 1 11a.'II~ICl;.lf~'~I'llllt_ Gcu~ ,1iCaI & ConstrucOOn Servia3s Daily Field Report Client: EWEB 500E. 4th Ave. Eugene, Oregon Praject: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon Date: Praject Na.: Repart Na.: Inspector: ID Na.: 01-05-09 2087168 E-22107 A. Fenstermacher 5258882-49 ICC Inspectian af: Epoxy Dowels/ Reinforcing Steel Cantractar: Wildish Building Co. Weather:- Overcast BP No.:_._~00_8-00225 Cantinuous Inspectian: D Periodic Inspectian: Ii! Performed continuous inspection during the installation of fifteen (15) #6 x 16" horizontal dowels into east side of east wall of contact basin for coagulant building tie-in and twelve (12) #8 x 5' vertical dowels into contact basin slab for new wall north of wall #29. Prior to installation, the predrilled holes were cleaned with fresh water, compressed air and a brush. Verified minimum embedment of 8" for #6 dowels and 10" for #8 dowels. Dowels were secured with Epcon A7 (ICC-ES ESR- 2351/ expiration date 11-07-09). Also, performed preliminary inspection on the reinforcing steel for slab #18 .and coagulant building slab. Reinforcing steel was checked for size, grade, laps, quantities, locations, ties, clearance and supports. A final inspection will be performed prior to concrete placement. To the best of our knowledge, the work inspected was in accordance with plans dated 02/2008 and applicabie workmanship provisions of the I.B.C., except if noted above. Reviewed By; ~~~1:1: 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 (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, Inc,'s written authorization. 7ffJ twV CaneII A\€I1Ue' CavaiIis, Oeg:n 97330' ph(re(541) 757-4698, fax (541) 757-2991 . 29540 B AiIport Road . Eugene, Oregon 97402 . pha1e (541) I384.J849 . fax (541) 684-3851 630ffJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 --Rt. \; t.\ \) t. D jf;.\-\ (:J lJ 7\\1\~ -~fEI 1I~'IUlfl;.I~Iiro' ~~'IIIIl'.l~'I" 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 TEST DATE 01-06-09 01-27-09 01-27-09 Hold AGE (DAYS) 7 28 28 **1 - End Cones Geoted1nicaI & Conslruction Services Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE STRENGTH (PSI) TIME OF TEST 1015 B.P. NO. 200ll-00225 01-06-09 2087168 6155 12-31-08 4" x8" Knife River 3/4" 6.0% 61/2" 9:20 AM ASTM C31 TYPE OF FRACTURE- 4 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) Reviewed By: tL~~~ Technical Manager 12-30-08 CAST BY A. Fenstermacher 4000 psi (3000 at sump) 4000 psi SACKS 40-SEF CEMENT 'AEA; hot water; Eclipse; WRDA64; Fibers 4 TICKET NO. 3160650 57" F YARDAGE 10.0 OF 90.0 36" F WEATHER Overcast Slab numbers 6, 12 and 14; coagulant building sump pad. Set 1 Northwest comer of slab 14. AREA (IN'! 12.56 WEIGHT (LBS! 8.2 TOTAL LOAD (LBS! 41000 COM PRESSIVE STRENGTH (PSIl 3260 REMARKS: Mike Stickling (EWEB) and Jake Stuckey (Wildish) were advised of on-site test results. 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 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 FEl Testing & Inspection, Inc,'s written authorization. 7fiJ WI CaneII Avenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax(541) 757-2991 29540 BAirpcrtRoad' Eugene, 0'eg:x197402 . p'lcre (541) 684-3849 . fax (541 )684-3851 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846