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Home My WebLink AboutMiscellaneous Field Test & Inspection Report 2009-6-8 ~, ....... ~rt. RECEIVED JUN 12 2009 " \)() (j /)~p Y'~ (jl> Compressive Strength of Concrete (ASTM C 39) .1~111~ICl;"'h'''' ~~'llli\'.m. (k,~ , .;caJ & Conslrt.Kfun Services CLIENT EWEB 500E. 4th Ave. Eugene. Oregon 97440 PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon ~ DATE L~~~~ PROJECT NO. 2087168 REPORT NO. 6430 B.P. NO. 2008-00225 DATE CAST 05-11-09 CAST BY D, Delatte DATE RECEIVED 05-12-09 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife Hiver PRODUCT CODE 2440KIUOKS CEMENT MAX SIZE AGG. 3/4" ADDITIVES Super; Eclipse; AEA AIR CONTENT 3.6% LOAD NO. 1 TICKET NO. 3379959 SLUMP 5" CONCRETE TEMP 6go F YARDAGE 3.0 OF 3.0 TIME 1:35 PM AIR TEMP 650 F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION New wall at blue hood patch. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI! (PSI) TEST FRACTURE- 05-15-09 4 12,56 8.60 49915 3970 9:45 AM 6 05-18-09 7 12.56 8.64 60260 4800 11:05AM 5 06-08-09 28 12.50 8.59 76795 6140 8:20 AM 5 06-08-09 28 12.50 8.59 78250 6260 6200 8:25 AM 6 Hold U1 _ 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: /JJ,;:.~ Michael L. Meyer Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (ema;I) Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (ema;I) 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, 700 rfN CcmeI1Avenue' Cavallis, Oegon 97330' phme(541) 757-4698, fax (541) 757-2991 29540 BAirpatRood' Eugene, Oegon 97402' phme(541)684-J849' fax (541) 684-3851 63000 Corporate Place. Suite 2. Bend. Oregon 97701 . phone (541) 382,4844. fax (541) 382-4846 ~ '}.'1 ~/J- (J ~....... ~yrtl RECEIVED JUN 1 2 ln09 Page 1 of 1 ~'mlrt;"U"'~l.llll~.IUt!l <k..:cJ ,,1iCaI & Construction Services Daily Field Report :lient: EWEB Project: Hayden Bridge Water Filtration Date: 06-05-09 500E. 4'h Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-23107 Inspector: D. Delatte ID No.: 1080867-88 ICC lspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: 0 :ontractor: Wildish Building Co, BPNo.: 2008-00225 Periodic Inspection: 0 Performed final inspection on the reinforcing steel for 54" diameter raw water penetration wall at contact basin north riser box. Preliminary reinforcing steel inspection was performed on 06-04-09 (reference FEI report E-23092). Advised by Mike Stickling (EWEB) that he spoke with EOR about the #7 bars noted on preliminary report. He stated contractor added one (1) #4 bar to each existing #4 bar on each face from footing to 8' high. Mr. Stickling stated no RFI was generated. Observed the placement of 5.0 yards of Knife River 4000 psi concrete (mix 2440KIUOKS) in wall noted above. Concrete was placed by pump and was mechanically consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Slump - 51/2"; air temperature - 67F; concrete temperature - 70F; air content - 3.5%. Jake Stucky (Wildish) was advised of the on-site test results and 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. viewed By: ~.,/.~ :hael 'L. ~er :hnical Manager NEB- Mike Stickling (email) NEB- Wally McCullough (email) 3EC- Pete Slocum (em ail) i1dish Building Co.- Kevin Fitzjarrell (em ail) ildish Building CO.-'Jake Stucky (em ail) ly of Springfield \i1: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. 700 N>N CaneIIAvenue' Corvallis, 0egl197330' phcoe(541) 757-4600, fax (541) 757-2991 29540 B Airpat Road . Eugene. 0egl197402 . phme (541) 684-3849 . fax (541) 684-3851 62979 NE Plateau Drive. Suite 3 ' Bend, Oregon 97701 . phone (541)382-4844' fax (541) 382-4846 ~ ~ftJ Page 1 of 1 1I~'.IILrt;"II~~'~~'ILlli.ltl. Geotechnical & Construcfun Servires Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 06-03-09 500E. 4th Ave. Plant Expansion Project No.: 2087168 Eugene. Oregon . Springfield. Oregon Report No.: E-23092 Inspector: D, Delatte 10 No.: 1080867-88 ICC Inspection of: Reinforcing Steel Weather: Overcast Continuous Inspection: 0 Contractor: Wildish Building Co, BP No.: 2008-00225 Periodic Inspection: 0 Performed prelim inary reinforcing steel inspection for 54" diagonal raw water penetration wall at contact basin north riser box. Reinforcing steel was checked for grade, size, lap. placement and clearances, where applicable, #7 vertical rebar spaced ,at 6" on center were not installed as shown in detail D/309. #4 rebar 5" on center was installed on both sides of pipe penetration in same manner as is noted in detail for wall above penetration. The additional #7 bars shown were installed on each side of penetration as shown in detail. EOR to be contacted regarding "as-built" conditions. Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of the on-site' observations and were asked to notify our office when additional services are needed. To the best of our knowiedge, 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: (h .~ IAr---- Michael L. Meyer Technical Manager c: EWEB- Mike Stickiing (email) EWEB- Wally McCullough (email) OBEC- Pete Siocum (email) Wildish Building Co.- Kevin Fitzjarrell (em ail) Wildish Building Co.- Jake Stucky (email) City of Springfield MLM:sc This report and/or enclosed lest 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, 7f:JJ NN CaneII Avenue' CavaJIis, Qegn 97330, ptme(541) 7574698'fax (541)757-2991 29540 BAirpatRoad . Eugene. Qegn 97402, phme(541)(384.;3849. fax (541) 6843851 62979 NE Piateau Drive, Suite 3 'Bend, Oregon 97701' phone (541) 3824844 . fax (541) 382-4846 EWEB 500E. 4th Ave. Eugene, Oregon 97440 ~ftl .1:"II~lrv;.lr..':':'.IIIJll.IU" CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION ~ GcvkG: Jlical & Construction Servires Compressive Strength of Concrete (ASTM C 39) PROJECT DATE PROJECT NO. REPORT NO. 05-29-09 2087168 6399 . Hayden Bridge Water Filtration Plant Expansion Springfield. Oregon B.P. NO. 2008-00225 05-01-09 CAST BY D. Delatte DATE RECEIVED 05-02-09 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 2440KIUOKS CEMENT MAX SIZE AGG. 3/4" Super: Eclipse: AEA AIR CONTENT 3.7% 1 TICKET NO. 3354348 SLUMP 7 1/2" 630 F YARDAGE 10.0 OF 10.0 TIME 10:20 AM 590 F WEATHER Clear 'SPECIMEN STORAGE ASTM C31 Back 30" pipe peditration wall, catch basin pit walls, and south ramp west end retaining wall footing. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF , 'DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSIl (PSI) TEST FRACTURE" 05-08-09 7 12.56 8.49 59520 4740 2:15 PM 3 05-29-09 28 12.56 8.59 76070 6060 9:10AM 2 05-29-09 28 12.56 8.57 76250 6070 6065 '9:15AM 4 Hold "1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) Reviewed By: /11,~,~ Michael L. Meyer Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (email) Wild ish Building Co.- Jake Stucky (email) City of Springfield Knife River MLM:sc RECEIVED JUN 02 lnfl.9 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 andfor any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization, 700 NW CaneD Avenue. Cav.3IIis. Qegon 97330. ~ (541) 757-4698, fax (541) 757-2991 29540 BAirpatRoad . Euglfle, Qegon 97402 . ~(541)684-3849' fax(541)~1 63050 Corporate Place. Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 EWEB 500E. 4th Ave. Eugene. Oregon 97440 ~......~ ~yrtt 111'lUltt;"h,..'~~.nm.I~1. CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION ~ G<AJ,,"; ,,1ical & Construdion Services Compressive Strength of Concrete (ASTM C 39) PROJECT DATE PROJECT NO. REPORT NO. Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon 05-26-09 2087168 6388 B.P. NO. 2008-00225 04-28-09 CAST BY D. Delatte DATE RECEIVED 04-29-09 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 5.6% 1 TICKET NO. 3379738 SLUMP 61/2" 680 F YARDAGE 3.0 OF 3,0 TIME 1:20 PM 650 F WEATHER Overcast SPECIMEN STORAGE ASTM C31 Two (2) walls at 30" pipe penetration across from filter N2, catch basin sump slab at south ramp. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE~ 05-05-09 7 12:56 8,38 46190 3680 8:10AM 3 05-26-09 28 12,56 8.41 65130 5190 9:00 AM 4 05-26-09 28 12.56 8.40 66890 5330 5260 9:05 AM 4 Hold **1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Jake Stuck (Wildish) was advised of on-site test results. Reviewed By: /JPI.~ 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 Building Co.- Jake Stucky (email) City of Springfield Knife River MLM:sc . RECEIVED MAY 2 9 1009 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 andlor material evaluated. As such, information contained'herein shall nol be reproduced in part Of full andler any part thereof be disclosed without FEr Testing & Inspection, Inc.'s written authorization. 7fIJ WI CaneII Avenue' CavaJIis, Qegoo 97330. phme (541) 757-4698, fax (541) 757-2991 29540 BAiJpatRoad . Eugene. Qegoo 97402, phme(541}684-3849' fax(541}684-3851 63050 Corporate Place. Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 EWEB 500E. 4th Ave, Eugene, Oregon 97440 {~FEI 11a.'II~lrt;.li\~'~a'IIIJ~.Ul~ CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION '<i- Geotecl1nical & Construction Services Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 05-22-09 2087168 6383 B.P.NO. 2008-00225 04-24-09 CAST BY D. Delatte 4000 psi 4000 psi SACKS 2440K1UOKS CEMENT AEA, Super. Eclipse 1 TICKET NO. 3379658 65' F YARDAGE 2.0 OF 2.0 62" F WEATHER Inside Slab on grade at 30" pipe penetration across from filter NZ. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 04-25-09 4" x8" Knife River 3/4" 4.2% 41/4" 1:05 PM ASTM C31 AVERAGE TEST AGE AREA WEIGHT TOT At COM PRESSIVE STRENGTH TIM E OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE- 05-01-09 7 12.56 8.49 50990 I 4060 7:35 AM 4 05-22-09 28 12.56 8.48 65360 I 5200 4:30 PM 3 05-22-09 28 12,56 8.50 67995 I 5410 5305 4:35 PM 4 Hold "1 - End Cones 2 - Cone/Split ~ - 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: J1J, ';I. /L. ---- Michael L. ~~r Technical Manager c: EWEB- Mike Stickling (emaii) 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 andlor any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization, 7fiJ NN CaneII Avenue. CavalTIS, CAa;p1 97330. p/u1e(541) 7574698, fax (541) 757-2991 2954() BAirpcrtRood . Eugene. CX8goo 97402, pha1e (541)684-3849' fax (541) 684-3851 630fiJ Corporate Place. Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846 ~FE' JI~"11Irw;"Wr.'n.llIu.~ CLIENT ~ Gc.vW " .:caJ & Calstrucfun Servires Compressive Strength of Concrete (ASTM C 39) PROJECT DATE PROJECT NO. REPORT NO. 05-22-09 2087168 6442 EWEB 500E. 4~ Ave. Eugene. Oregon 97440 Hayden Bridge Water Filtration Plant Expansion Springfield. Oregon DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION TEST DATE 05-22-09 06-12-09 06-12-09 Hold AGE (DAYS) 7 28 28 B.P. NO. , 2008-00225 05-15-09 CAST BY D. Delatte 4000 psi 4000 psi SACKS 2440KIUOKS CEMENT Super; Eclipse;AEA 1 TICKET NO. 3354448 680 F YARDAGE 10.0 OF 590 F WEATHER Clear Slab on grade. west end of south ramp. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 10.0 AREA (IN.'l 12.56 WEIGHT (LBS) 8.53 COMPRESSIVE STRENGTH (PSIl 4880 AVERAGE STRENGTH (PSI) TIME OF TEST 3:30 PM TOTAL LOAD (LBSl 61280 ".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) were advised of on-site test results, Reviewed By: A .'1. /l,~, --- Michael L. ~:y-:;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 05-16-09 4" x8" Knife River 3/4" 4.0% 8" 1 0:25 AM ASTM C31 TYPE OF FRACTURE~ 4 RECEIVED MAY 2 8 2009 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 WI CareIIAvenue' CavaIJis, Oe(pl 97330. phme(541) 757-4698' fax (541) 757-2991 29540 B Airport Road . Eugene, 0e(pl97402 . phme (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place. Surte 2 . Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846 (!If!) 11~'II~ltw:"I~~':l;'IIIJ~twI CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED \< TEST. ,c." AGE ';:DATE- .: ,'(DAYS) I:.:, 04:29-09' I 7 I ' 05~20-69 I 28 I 05-20-09 I 28 I Hold I RECEIVED MAY 2 6 2009 ~ Gc..,~ , ,;caJ & Cffstrucfun Servires Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO, 05-20-09 2087168 6372 EWEB 500E. 4th Ave. Eugene. Oregon 97440 B.I'. NO. 2008-00225 , CAST BY D. Delatte DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 04-22-09 3000 psi 3000 psi 30-1K Fiber mesh; AEA 1 TICKET NO. 3353967 70' F YARDAGE 8.0 OF 65' F WEATHER Clear Elevated slab. north end of coagulant building. SACKS CEMENT 15.0 West end of slab. AREA WEIGHT TOTAL COM PRESSIVE (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) 12.56 7.88 27405 2180 I , 12.50 7.86 41640 3330 I 12.50 7.87 42180 3370 I I AVERAGE STRENGTH (PSI) TIME OF TEST 7:55 AM 10:30 AM 10:35 AM 3350 04-23-09 4" x8" Knife River 3/4" 6.6% 51/2" 8:,15 AM ASTM C31 TYPE OF FRACTURE~ 5 5 5 **1 - End Cones 2 - Cone/Split 5 - Side (top and bottom) 6 - Side (top or bottom) 3 - Columnar 4 - Diagonal REMARKS: Jake Stucky (Wildish) was advised of on-site test results, Reviewed By: ' A, '-i,a,-- Michael L. Meyer Technical Manager c: EWEB- Mike Stickling (email) EWEB-_Wally McCullough (email) OB'EC- Pete Slocum (email)~ iWildisti'Building Co.- Kevin Fitzjarrell (email) Wildish.Building Co,,~~ak~ 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, Inc.'g written authorization. 7f'IJ NN CaneIIAvenue' CavaIIis, 01J!:p197330' phcre(541) 757-4698, fax (541) 757-2991 29540 BAirpat Road, Eugene, 01J!:p197402' pho1e(541)6!l4.;J849. fax (541 )684-3851 630f'IJ Corporate Place. Suite 2 . Bend. Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846 ~......t ...7ft " RECEIVED ~ 11~'II~'lrv;<Vfll~'W~'lllhl.IN. MAY 2 1 ZUUg Compressive Strength of Concrete Geotechnical & Construction ServicEs (ASTM C 39) CLIENT EWEB 500E.' 4~h Ave. Eugene. Oregon 97440 PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 05-18-09 2087168 6430 B.P. NO. 2008-00225 DATE CAST 05-11-09 CAST BY D. Delatte DATE RECEIVED 05-12-09 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 2440KIUOKS CEMENT MAX SIZE AGG. 3/4" ADDITIVES Super; Eclipse: AEA AIR CONTENT 3.6% LOAD NO. 1 TICKET NO. 3379959 SLUMP 5" CONCRETE TEMP 69" F YARDAGE 3.0 OF 3.0 TIME 1:35 PM AIR TEMP 65" F WEATHER Overcast ' SPECIMEN STORAGE ASTM C31 POUR LOCATION New wall at blue hood patch. TEST DATE 05-15-09 05-18-09 06-08-09 06-08-09 Hold AGE (DAYS) 4 7 28 28 AREA (IN.') 12.56 12.56 WEIGHT (LBS) , 8.60 8.64 TOTAL' LOAD (LBS) 49915 60260 COMPRESSIVE STRENGTH (PSI! 3970 4800 AVERAGE STRENGTH (PSI) , TIME OF TEST 9:45 AM 11:05AM TYPE OF FRACTURE- 6 5 **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: ;11. '7.~ Michael L. Meyer Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wild ish Building Co.- Kevin Fiizjarrell (email) WildishBuilding 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, Inc.'s written authorization. 7'3J MN ComeIIAvenue' Cavallis. CXegon 97330, phone (541 ) 757-4698, fax (541) 757-2991 29540 B I\jrport Road . Eugene. CXegon 97402 . pima (541) 684-J849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 SFE) 11"'IINCI;.u..'~a.nIJI.mti CLIENT '~ Geotechnical & Construction ServiceS Compressive Strength of Concrete (ASTM C 39) PROJECT DATE PROJECT NO. REPORT NO. 05-08-09 2087168 6399 EWEB 500E. 4th Ave. Eugene, Oregon 97440 Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE CAST STRENGTH REQUIRED STRENGTH PLACED. PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION TEST DATE 05-08-09 05-29-09 05-29-09 Hold AGE (DAYSl 7 28 28 **1 - End Cones Reviewed By: 11. 'i.!fu..t Michaell. ~eye( Technical 'Manager B.P.NO. 2008-00225 05-01-09 CAST BY D. Delatte DATE RECEIVED 05-02-09 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 2440KIUOKS CEMENT MAX SIZE AGG. 3/4" Super: Eclipse; AEA AIR CONTENT 3.7% 1 TICKET NO. 3354348 SLUMP 7 1/2" 630 F YARDAGE 10.0 OF 10.0 TIME 10:20 AM 590 F . WEATHER Clear SPECIMEN STORAGE ASTM C31 Back 30" pipe peditration wall, catch basin' pit walls, and south ramp west end retaining wall footing. AREA (IN.') 12.56 TOTAL LOAD (LBSI 59520 COMPRESSIVE' STRENGTH (PSI) 4740 AVERAGE STRENGTH (PSn TIME OF TEST 2:15 PM TYPE OF FRACTURE.. 3 WEIGHT (LBSl 8.49 I 2 - Cone/Split 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) 3 - Columnar c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email), Wildish Building Co.- Ke\lin:Fitzjarrell (email) Wildish Building Co.- Jake Stucky (email) Cily of Springfield Knife River .. MLM:sc RE.CS\\lE\. t<W 1 3 2009 This report and/or enclosed test data isJhe,confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. Assoch, 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 authorization, 7fIJ t#V ComeII Avenue' CavaIIis, Oreg:n 97330, phone (541) 757-4698. fax (541) 757-2991 29540 BAirport Road, Eugene, Oreg:n 97402' phone (541)684J849 . fax (541)684-3851 630fIJ Corporate Place, Suile 2 . Bend. Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846