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Home My WebLink AboutBuilding Field Test & Inspection Report 2009-2-13 SFEI Geotechnical & Construdion ServiOOs C9mpressive Strength of Concrete . (ASTM C 39) '1:"'II~lrt;<!II~\Il':il~'IIII~.ln,* CLIENT PROJECT Hayden Bridge Water , Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 02-13-09 2087168 6176 EWEB 500E. 4th Ave. EUgene, Ore9on B.P. NO.. 2008-00225 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION 01-16-09 CAST BY 4000 psi 4000 psi SACKS 40-SE7 CEMENT AEA; Super; Eclipse; Hot water 2 TICKET NO. 62" F YARDAGE 38" F WEATHER Wall number 20. A. Fenstermacher DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 3354009 10.0 OF Fog 28.0 ~ ! LOAD 2 SAMPLED From 2nd lift. . " TEST AGE AREA WEIGHT TOTAL COM PRESSIVE DATE (DAYS) (IN.') (LBS\ LOAD (LBS) STRENGTH (PSI) 01-23-09 7 12.62 8.4 47000 3720 I 02-13-09 28 12.62 8.42 63390 5020 r' 02-13-09 28 12.82 8.40 62525 4950 -"Hoid AVERAGE STRENGTH (PSI) TIME OF TEST 8:15AM 7:10AM 7:15AM 4985 01-17_09. .4" x8" Knife River 3/4" 3.8% 61/4" 9:30 AM ASTM C31 TYPE OF FRACTURE- 5 3 5 **1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5'- Side (top and bottom) . 6 - Side (top or bottom) 'I REMARKS: Jake Stuck'y was.advised of on-site test results. R~Y~ Michael L. Meyer Technical Manager , ,. c: EWEB~ Mike Stickling (email) . EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Buildin9 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 a-nd/or any part thereof be disclosed without FE! Testing & Inspection, Inc.'s written authorization. 750 t-NV ComeIIAvenue' CorvaI~, Cregan 97330' phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road . Eugere, Cregan 97402 . phone (541) 684J849 . fax (541) 684-3851 63050 Corporate Place, Su~e 2 . Bend, Oregon 97701 . phone'(541) 382-4644 . fax (541) 382-4646 RECEIVi:.\. FEB 1 8 ?nn~ ~fEl Page 1 of 1 11;"'IIH~;'I~.':I:'.IIIJ~_ Ce..b...',nicaI & Construction Services Daily Field Report Client: EWEB Project: Hayden Bridge W~ter Filtration Date: 02-12-09 500E. 4th Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-22375 Inspector: A. Fenstermacher ID No.: 5258882-49 ICC Inspection of: Reinforced Concrete Weather: Partly Sunny Continuous Inspection: 0 Contractor: Wildish Building Co. BP No.: 2008-00225 Periodic Inspection: ~ . Performed inspection on the reinforcing steel for elevated slabs as follows: above wall numbers 20 and 36 and raw water channel lid above wall 26. Reinforcing steel was checked for grade; size, laps, quantities, locations, ties, 'clearance and supports. Observe'd the placement of 20 yards of Knife River 4000 psi concrete (mix 40-SE7) into areas noted above. Concrete was placed by pump and mechanically consolidated. Load 1 was tested for air content- 6.1%. Cast one (1) set of four (4) 4" x 8" compressive strength cylinders. Notified Jake Stucky (Wildish) of on-site results. Concrete temperature- 65F; air temperature- 47F; slump- 7"; air content- 4.4%. Mr. Stucky was asked to notify our office when additionCjI services are needed. To the best of our knowledge, the work inspected was ,in accordance with plans dated 02/?008 and applicable workmanship provisions of the I.B.C., except if noted above. ReViewedpJ;U/!- . k-- Michael L. Meyer Technicai Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (em ail) Wildish 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/or material evaluated. As such, information contained herein shal,~ no~ be reproduced in part or full ~nd/or any part thereof be disclosed without" FEI Testing & Inspection, Inc.'s written authorization. 7fIJ NW Cornell Avenue' CoivaIUs, Oregon 97330, pha1e (541) 7574698, fax (541)757-2991 29540 B Airport Road . Eugene, Oregon 97402 . phone (541)'684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4644 . fax (541) 362-4646 ._.0'> '" _.~ . ~__....._,.........._ ~fE' 11~'II~lrt:.lf..'~;'lIm.I~L" . 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 1 SAMPLED Geotechnical & Construction ServiceS Compressive Strength of Concrete (ASTM C 39) . PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 02-11-09 2087168 6177 B.P.NO. 2008-00225 01-14-09 CAST BY A. Fenstennacher DATE RECEIVED 01-15-09 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 40-SE7 CEMENT MAX SIZE AGG. 3/4" Super; Eclipse; AEA AIR CONTENT 5.3% 1 TICKET NO. 3160789 SLUMP 7" 59" F YARDAGE 9.0 OF 18.0 TIME 1:00 PM 420 F WEATHER Fog SPECIMEN STORAGE ASTM C31 Elevated slabs above East side of wall number 30 and above wall 24; east and west side walls above wall number 25. . Set 3 From slabs. AVERAGE TEST AGE AREA WEIGHT TOTAL COM PRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSIl TEST FRACTURE" I 01-21-09 7 12.50 8.2 51600 4130 10:50At-A 4 I 02-11-09 28 12.56 8.3 76145 6060 8:00 AM 2 I 02-11-09 .28 12.56 8.3 75170 5980 6020 8:05At-A 2 I Hold ** 1 - End Cones 2 - Cone/Split 3 -Columnar 4 - Diagonal 5 -Side (top and bottom) 6 - Side (top or bottom) REMARKS: Jake Stucky (Wildish) and Mike Stickling (EWEB) was advised of on-site test results. Reviewed By: /JJ,'-1.~ Michael L. ~e~# Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullou9h (email) OBEC- Pete Slocum (email) Wildish Buildin9 Co.- Kevin Fitzjarrell (email) Wildish Buildin9 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, lnc.'s written authorization. 750 N-N ComeII Avenue' Corvallis, Oegon 97330' phone (541) 757-4698' fax (541) 757-2991 29540 B AiIporl Road . Eugene, Oegon 97402 . phone (541)ffi<1.;l849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701' phone (541) 382-4644 . fax (541) 382-4646 A".....' ~'9rt '1~'lltlrt;thl", ~a'IlIH.I~L" 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 01-21-09 02-11-09 02-11-09 Hold AGE (DAYSL 7 28 28 Geotechnical & Construdion Services . . Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 02-11-09 2087188 6175 B.P.NO. 2008-00225 . CAST BY A. Fenstermacher' DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 01-15-09 4" x 8" Knife River 3/4" 7.3% 6" 10:30 AM ASTM C31 01-14-09 3000 psi 3000 psi . SACKS 30-1K CEMENT AEA; Hot water; Fibers 3 TICKET NO. 640 F YARDAGE 390 F. WEATHER Coagulant building slab on grade. S"t 1 From thickened edge near northwest corner. 3160782 10.0 OF Fog 88.0 AREA (IN') 12.50 12.56 12.56 AVERAGE WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE- 8.0 34500 2760 10:40 AM 5 8.1 46780 3720 8:20 AM 4 8.1 48240 3840 3780 8:25 AM 5 **1 _ End Cones 2 - Cone/Split 3'- Columnar 4 - Di.agonal 5 - ~ide (top and bottom) 6 - Side (top or bottom) . REMARKS: Jake Stucky (Wildish) and Mike Stickling (EWEB) was advised of on,site test results. Reviewed By: ;1J . '-/. I/vu; ------ Michaell. Me.."t: Technical Manager c: EWEB- Mike Stickling (email) EWES- Wally McCullough (email) OSEC- Pete Slocum (email) . Wildish Building Co.- Kevin Fitzjarrell (email) Wild ish Building Co.- Jake Stucky (email) City of Springfield Knife River MLM:sc RECEIVED FEB18 2009 This report and/or enclosed test data is the confidential properly,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 FE! Testing & Inspection, Inc.'s ~itten authorization. 750 r-w eaneIJ Avenue' CorvaI\iS, Oregon 97330' phone (541) 757-4698' fax(541) 757-2991 29540BAirpatRoad' EUQe18,0reg0n97402' phone (541) 684-3849 .fax(541)684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone ,(541) 382-4644 . fax (541) 382-4646 SEEl rl~'IINCI;.I~~'~~'I(Ii~'lln" Geotedmical & Construction Servit:eS 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 8 SAMPLED Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge. Water Filtration Plant Expansion Springfield, Oregon B.P. NO. 2008-00225 01-14-09 CAST BY 3000 psi 3000 psi' SACKS 30-1K CEMENT AEA; Hot water: Fibers 8 TICKET NO. 62" F YARDAGE 43" F WEATHER Coagulant building slab on grade. Set 2 Near northwest comer of slab. A. Fenstermacher' 3160787 10.00 OF '88.0 Fog TEST AGE AREA WEIGHT' TOTAL COMPRESSIVE DATE (DAYSL (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) I 01-21-09 7 12.50 8.1 33600 2690 I 02-11-09 28 12.56 8.2 55135 4390 I 02-11-09 28 12.56 8.2 53925 4290 I Hold DATE PROJECT NO. REPORT NO. 02-11-09 2087168 6176 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAG.E 01-15-09 4" x8" Knife River 3/4" 6.1% 6" 12:15 PM ASTM C31 AVERAGE STRENGTH (Psn TIME OF TYPE OF TEST FRACTURE~ 1 10:45 AM 5 8:10AM 5 I 8:15AM 5 1 4340 **1 _ End Cones. 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 _ Side (top and bottom) 6 - Side (top or bottom) REMARKS: Jake Stucky (Wlldish) and Mike Stickling (EWEB) was advised of on-site test results. ~eviewed By: /h."i,~ Michael L. ~e.,jl . Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wild ish Building Co.- Kevin Fitzjarrell (emall) Wildish Buildin9 Co.- Jake Stucky (emall) City of Springfield . Knife River' This report and/or enclosed test data is the confidential property of the ciient 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. , MLM:sc 750 !\NIl Camell Avenoo' Cotvallis, Oregon 97330, pha1e(541) 757-4698' fax(541) 757-2991 29540 BAirpatRoad' Eugene, Oregon 97402, pha1e (541)68<h'3849' fax (541) 6B4-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4644 . fax (541) 382-4646 ~fE' 11~'II~ltI;.I~lio'iI;al[II~i1I~ltll Geotechnical & Construction Services Compressive Strength of Concrete (ASTM C 39) CLIENT' EWEB 500E. 41h Ave. EUgene, Oregon PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 02-11-09 2087168 6194 B.P.NO. 2008-00225 DATE CAST 02-04-09 CAST BY A. Fenstermache( DATE RECEIVED 02-05-09 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4"x8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 40-SE7 CEMENT MAX SIZE AGG. 3/4" ADDITIVES Super; Eclipse; Hot water; AEA AIR CONTENT 4.6% LOAD NO. 1 TICKET NO. 335119 SLUMP 7" CONCRETE TEMP 630 F YARDAGE 10.0 OF 1~.0 TIME 9:30 AM AIR TEMP 37" F WEATHER Clear SPECIMEN STORAGE ASTM C31 r POUR LOCATION Raw water channel lids above wall numbers 24 and 2;'). TEST DATE 02-11-09 03-04-09 03-04-09 Hold AGE (DAYS' 7 28 28 AREA {IN." 12.56 WEIGHT (LBS! 8.3 TOTAL LOAD (LBS) 50990 COMPRESSIVE: . STRENGTH (PSI\ 4060 AVERAGE STRENGTH . (PSI\ TIME OF TEST 8:40 AM TYPE OF 'FRACTURE- 3 "*1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal . 5 -;rSide (top and bottom) 6 - Side (top or bottom) REMARKS: Jake Stucky (Wildish) was advised of on-site test results. Reviewed By: A ,'-j.{}c-u, Michael L. MeyJ Technical Manager --- c: EWEB- Mike Sticklin9 (email) EWEB- Wally McCullou9h (email) OSEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (em ail) 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 pertainsto 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 NW ComeIIAvenue' CavaIIis, Qe;jon 97330, phone (s41) 757-4698 . fax (541) 757-2991 29540B Airport Road . Eugene, Qe;jon 97402 . phone (541) 684-3849 . fax (541 )684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541 ) 382-4644' fax (541) 382-4646 . i ~F~t lJPro'ml~;4mlt.':'n.'nlJ~.m. 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 02-09-09 03-02-09 03-02-09 Hold AGE (DAYS) 7 28 28 .*1 - End Cones Geotechnical & Construction Services C<;1mpressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge W~ter Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 02-09-09 2087168 6187 B.P. NO. 2008-00225 02-02~09 CAST BY A. Fenstermacher DATE RECEIVED 02-03-09 3000 psi SPECIMEN SIZE 4" x 8" 3000 psi SACKS SUPPLIER Knife River 30-1K CEMENT MAX SIZE AGG. 3/4" AEA; Fibers: Hot water AIR CONTENT 5.3% 2 TICKET NO. 3352725 SLUMP 6 1/2" 58" F YARDAGE 10.0 OF 30.0 TIME 9:30 AM 410 F WEATHER Clear . SPECIMEN STORAGE ASTM C31 Alum tank pedestals and elevated walkway support ,!,.alls at southwest corner of coagulant building. From'1't1if): in southeast pedestal. AREA (IN.') 12.50 I 'WEIGHT I (LBS) I 8.2 TOTAL LOAD (LBSl 30900 COMPRESSIVE STRENGTH (PSI) 2470 AVERAGE STRENGTH (PSI) TIME OF TEST 9:15AM TYPE OF FRACTURE~ 5 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 ~ Side (top and bottom) 6 - Side (top or bottom) REMARKS: Jake Stucky (Wildish) was advised of on-site test results. Reviewed By: t1~!~r Technical Manager c: EWEB, Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Buildin9 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 FE] Testing & Inspection, Inf.'s written authorization. 750 t-NV Camell Avenue' CoIvaIUs, 0reg:Jn 97330, phone (541) 757-4698 . fax (541) 757"2991 29540 B Airpat Road . Eugere, 0reg:Jn 97402 . phone (541) 684-J849 . fax (541) 684J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541 ) 362-4644 . fax (541) 382-4646 (" d=>- ,~ . ~ . J'-.. .? ~~ ~ ~FEl 11.'11~1r1:.I~~':i;.t[fl~.9 CLIENT EWEB 500E. 4th Ave. Eugene, Oregon DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION Geotechnical & Construction Services Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 02-06-09 2087168 6164 B.P. NO. 2008-00225 c:= ~ '-y 'c~ 5'$\ ~ ~ J'- 01-09-0g CAST BY 4000 psi 4000 psi SACKS 2440K1UOKS CEMENT Super; Eclipse; Hot water 1 TICKET NO: 63" F YARDAGE 41" F WEATHER Elevated walkway above wall #23. J. Keller DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE ~ S 01-10-09 4" x8" Knife River 3/4" 6.0% 8" 10:10AM ASTM C31 3160681 6.0 OF Overcast AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBSl LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE- 01-16-09 7 12.50 7.9 32800 2620 !, 1:20 PM 5 02-06-09 28 12.56 8.0 40900 3260 10:10AM 3 02-20-09 42 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: /h. t(. iAuJ Michaell. MeyelJ Technical Manager c: EWEB- Mike Sticklin9 (email) EWEB- Wally McCuliough (email) OBEC- Pete Slocum (email) Wildlsh 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"notbe reproduced in part or full and/or any part thereof be disclosed without FEI T~sting & Inspection, 106:'5 written authorization. 750 NW ComeIIAvenue. Corvams, 0reg0197330' phone (541 ) 757-4698, fax (541) 757-2991 29540 BAirportRoad . Eugene, 0reg01 97402' phone (541 )f384-J849' fax (541 )684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541 ) 382-4644 . fax (541) 382-4646 Sf;) 11a.'II~lfl;.I~t.'~:.IIIIIIIII~l. 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 01-16-09 02-06'-09. 02-06-09 Hold AGE (DAYS) 7 28 28 **.1 - End Cones Covl,,"': " ,icaI & Constn..K:fun Services PROJECT . B.P.NO. 01-09-09 CAST BY , 4000 psi 4000 psi SACKS 2440K1VOZF CEMENT Adva; Eclipse: Fiber; Hot w~ter 3 TICKET NO. 65" F YARDAGE 34" F WEATHER' Slab #18. Near center AREA (IN.'l 12.50 12.56 12.56 WEIGHT (LBSl 8.3 8.3 8.3 TOTAL LOAD (LBSl 44200 62600 61100 Compressive Strength of Concrete . (ASTM C 39) . Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon ~! DATE PROJECT NO. REPORT NO. 02-06-09 2087168 6163 2 - Cone/Split 3 - Columnar 2008-00225 J. Keller DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 3160677 7.00 OF Overcast ., COMPRESSIVE STRENGTH (PSIl 3540' 4980 4860 AVERAGE STRENGTH (PSIl TIM E OF TEST 1:35 PM 10:00 AM 10:05 AM 4920 01-10-09 4.' x8" Knife River 3W 4.9% 7 1/2" 9:30 AM ASTM C31 TYPE OF FRACTURE" 5 5 5 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: rfJJ. ':J( J7w -- Michael L. Mevt:! Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Buildin9 Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (emaii) City. of Springfield Knife Riv~r MLM:sc R~C' 1::" f"E8 I t/!:, . ././ (,. . <V~ 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, In~.'s written authorization. 750 NoN CcxnaIAvenue' Cavallis, Oegon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road . Eugene, Oegon 97402, phone (541 ).684-3849' fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4644 . fax (541) 382-4846 ~fEl 11;"'I~lrt;41I~"'~;"'III~i!lI~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 2 SAMPLED Osv~ ,,1iCaI & Construc:OOn Services Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Ore90n DATE PROJECT NO. REPORT NO. 12-29-08 2087168 6129 B.P. NO.. . 2008-00225 CAST BY A. Fenstermacher DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 12-02-08 4" x8" Knife River 3/4" 3.5% 7 3/4" 11:15AM ASTM C31 12-01,08 . 4000 psi 4000 psi 40-SE7 (with fibers) Super, Eclipse, Fiber 2 TICKET NO. 3160461 66" F YARDAGE 10.00 OF 57" F WEATHER Over.cast 1'" and ~" lift in wall #'s 22 and 27. Set 1 From 2" lift. SACKS CEMENT ,20.00 AVERAGE TEST' AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.'! (LBS) LOAD (LBS! STRENGTH (PSIl (PSn TEST FRACTURE- 12-08-08 7 12,50 8.4 60100 4810 3:10 PM 6 I 12-29-08 28 12.56 8.5 80400 6400 8:20 AM 5 1 12-29-08 28 12.56 8.5 78100 6220 6310 8:25 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: Jake Stucky (Wildish) was advised of on-site test results. Reviewed By: fh. '7./h..- Michael L. Met Technical Manager --------- c: EWEB- Mike Stickling (email) EWES- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (email) City of Sprin9field Knife River MLM:sc ~ ~~ c? ~ ~.~ [f> This report and/or enclosed test data is the confidential property of the client to ...mom 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, In:~.'s written authorization. 750NW CanelIAvenue' cnvaJlis, Oregon 97330' phone (541) 7574698 . fax (541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 . phone (541)684-3849 . fax (541) 684J851 63050 Corporate Place, Suite 2 . Bend. Oregon 97701 . phone (541) 382-4644 . fax (541) 382-4646 ~f~J ..... ,...,.' icaI & Constru"""- Servi '1~'II~lri;"h\"'~{'ltlh'.m.. VCvLV\.A d 1 VUUlI ces CLIENT PROJECT EWEB 500E. 4th Ave. EUgene, Oregon RP. NO. DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION CAST BY SACKS CEMENT LOAD 2 SAMPLED Cf;>mpressive Strength of Concrete (ASTM C 39) Hayden Bridge "/ater Filtration Plant Exbansion Springfield. Oregon 2008:00225 A. Fenstermacher , ,55.0 REMARKS: Jake Stucky (Wildish) was advised of on-site test results. Reviewed By: !2~e~'f!r 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 DATE PROJECT NO. REPORT NO. 12-29-08 2087168 6130 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 12-02-08 4" x8" Knife River 3/4" 4.9% 8" 12:45 PM ASTM C31 This report and/or enclosed test data is the confidential property of the client to \\'horn it is addressed and pertains to the specific . process and/or material evaluated. As such, information contained herein shall net be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, In:~.'swritten authorization. 12-01-08 4000 psi 4000 psi . 40-SE7 Super, Eclipse 2 TICKET NO. 3160466 66' F YARDAGE 10.00 OF 56" F WEATHER Overcast . Top half of walls 22 and 27, and all of wall 26. Set2 From 4th lift in wall 22. " 750 NW Cornell Avenue' CorvaIiis, Oregon 97330, phone (541) 757-4698 . fax(541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402 . phone (541)684-3849 . fax (541) 684;J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4644 . fax (541) 382-4646 ., ~..!:, ~yr~ .1a.'II~IC'l:...,~..':l;"IIII~\.I~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 1 SAMPLED TEST DATE 12-18-08 01-08-09 01-08-09 Hold AGE (DAYS) 7 28 28 **1 - End Cones Geotechnical & ConstrUclion Services Compressive Strength of Concrete (ASTM C 39) PROJECT . I Hayden Bridge Water t Filtration Plant Expansion Sprin9field, Oregon 12-18-08 2087168 6145 DATE PROJECT NO. REPORT NO. , B.P. NO. 2008-00225 CAST BY A. Fenstermacher DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 12-11-08 4000 psi 4000 psi . 40-SE7 Super; Eclipse 1 TICKET NO. 3160554 61" F YARDAGE 7.5 OF 50' F WEATHER Fog Ramp footings, north and south (up to sump). SACKS . CEMENT 22.0 From south footing near west end. AREA (IN.') 12.56 WEIGHT (LBS) 6.4 TOTAL LOAD (LBS) 54900 COMPRESSIV" STRENGTH (PSI) 4370 AVERAGE STRENGTH (PSI) TIME OF TEST 7:40 AM I I 12-12-08 4" x8" Knife River 3/4" 4.5% 5" 11:20AM ASTM C31 TYPE OF FRACTURE- 4 2 - Cone/Split 4 - Diagonal 5": Side (top and bottom) 6 - Side (top or bottom) 3 - Columnar REMARKS: Jake Stucky (Wildish) was advised of on-site test results. Reviewed By: CL~{!:P- Technical Manager c: EWES- Mike Stickling (email) EWES- Wally McCullough (email) OBEC-. Pete Slocum (email) Wlidish Building Co.- Kevin Fitzjarrell (email) Wild ish Buildin9 Co,- Jake Stucky (em ail) City of Springfield Knife River MLM:sc This report and/or enclosed test data is the confidential property of the client to y.'hom iUs 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 FE! Testing & Inspection, Inc.'s written authorizatior:t. 750 NN Canel Avenue' CoIvaJlis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540BAirportRoad' Eugene, Oregon 97402 . phone (541) 684J849 'fax(541)684.J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701' phone (541) 382-4644 . fax (541)3824846