Loading...
HomeMy WebLinkAboutPermit Field Test & Inspection Report 2008-12-23 ~ftl , ,~.IclJL(\eK ~?tj ~""\ Page 1 of1 . 11~'lh'lrt;41Iiro'ilUIIIU.w!l 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.: 12-23-08 208~168 E-22072 A, Fenstermacher 5258882-49 ICC Inspection of: Reinforcing Steel/ Epoxy Dowels Contractor: Wildish Building Co, Weather: Overcast BP No.: ,2008.00225 Continuous Inspection: 0 Periodic Inspection: I!'l Performed preliminary inspection on the reinforcing steel for slab numbers 12, 14 and 6; wall number 30. wall section south of wall #28; eievated slab on top of wall #26; west wail on top of elevated slab on top of wall #25; ramp walls, Reinforcing steel was checked for size, grade, laps, quantities, locations, ties, clearance and ,supports, A final inspection wiil be performed prior to concrete placement. \ Also, performed continuous inspection during the installation of forty-eight (48) 5/8" x 3' horizontal all thread stainless steel dowelsinto existing structure for slab and wall tie-in, Prior to installation, the predrilled holes were cleaned with compressed air and a brush, Verified minimum embedment of 5", Dowels were secured with Epcon A7 epoxy (ICC- ES ESR 235/expiration date 11-07-09), Jake Stucky (Wildish) was asked to notify our office when additional seivices 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: f}I,~~ Michael L. Meftr 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 RECEIVED DEe 2 6 l008 MLM:sc This report and/or enclosed test data is the confidential property of the cli~nt 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, fnc.'s written authorization. 700 WI! CanelI Avenue' Cavallis, Oregon 97330, phooe(541) 757-4698, fax (541) 757-2991 29540 BJ\jtpOrtRcad 'Eugene, Oregon 97402 'phone(541)684J849' fax(541)684J851 63050 Corporate Place, Suile2' Bend, Oregon 97701 'phone(541)382-4844' fax (541) 382-4848 " -'.l ~fEl ~51 t~er 11:"llllrt;.II~';.'l'I[lJ~li1lil. GOOtechniml & Construction Servires Compressive Strength of Concrete 0<b ...(,'L~ (ASTM C 39) . CLIENT EWEB 500E, 4'h Ave,' Eugene, Oregon PROJECT, Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO, 12-08-08 2087168 6130 B.P.NO, 2008-00225 DATE CAST 12-01-08 CAST BY A. Fenstermacher DATE RECEIVED 12-02-08 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 AIR CONTENT 4,9% LOAD NO, 2 TICKET NO. 3160466 SLUMP 8" CONCRETE TEMP 66" F YARDAGE 10,00 OF 55,0 TIME 12:45 PM AIR TEMP 56"F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION Top half of walls 22 and 27, and all of wall 26, Set 2 LOAD 2 SAMPLED From 4'h lift in wall 22, TEST DATE 12-08-08 12-29-08 12-29-08 Hold AGE (DAYS) 7 28 28 AREA (IN.') 12,50 WEIGHT (LBS) 8,3 TOTAL LOAD (LBS) 52500 COMPRESSIVE STRENGTH (PSI) 4200 AVERAGE STRENGTH (PSIl TIME OF TEST 3:05 PM TYPE OF FRACTURE~ 6 **1 - End Cones 2 - Cone/Spli't 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (lop or bottom) REMARKS: Jake Stucky (Wildish) was advised of on-site test results, Reviewed By: fJJ,';(,~ Michael L. MeU'r , 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 RtCt/l/12 OI:L' ~ ,l) 1 D l008 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 fu\l'andJor any part thereof be' disclosed without FEl Testing & Inspection, Inc.'s written authorization. '700 Nvv Ci:JiJ1€IiAveoDe' CorVallis, Oregon 97330' ph<ire(541) 757-'4698' taX(541) 757-2991- ' 2li54o BAirport Road, Eugene, Oregon 97402, phone (541) 684J849 ' fax (541 )684.J851 63050 Corporate Place, Suite 2 ' Bend. Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4848 A:!rrl W-ft Page 1 of 1 .. 11~'II~lrl;.lflo'~t'llllitWI Geotechnical & Construction Seivices , , Daily Field Report Client: ,EWEB Project: Hayden Bridge Water Filtration Date: 12-01-08 500E, 4'h Ave, Plant Expansion Project No.: 2087168 Eugene,Oregon Springfield, Oregon Report No.: E-21906 Inspector: A, Fenstermacher 10 No.: 5258882-49 ICC Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: 0 Contractor: Wildish BPNo.: 2008-00225 Periodic Inspection: 0 Perforrned inspection on the reinforcing steel for wall #26, Reinforcing steel was checked for' size, grade, laps, quantities, locations, ties, clearance and supports, Also, performed'final inspection on the reinforcing steel for wall #22 and 27, A preliminary inspection was performed on 11-25-08 (reference report number E21882), Observed the placement of 20 yards of Knife River 4000 psi concrete (mix 40-SE7 with fibers) into first two lifts in walls 22 and 27 and 40 yards of Knife River 4000 psi concrete (mix 40-SE7) into remainder of areas noted above, Concrete was placed by pump and was mechanically consolidated, Tested load 1 of mix 40-SE7 for mix design compliance: slump- 6"; concrete temperature- 70F; air temperature- 50F; air content- 5,8%, Cast one (1) set of four (4) 4" x 8" compression test cylinders from each mix, I Set 1 (mix 40-SE7 with fibers) I Concrete temperature- 66F I Air temperature- 57F I Slump- -=, 3/4" I Air content- 3,5% Set 2 (mix 40-SE7) Concrete temperature- 66F Air temperature- 56F Slump- 8" Air content- 4,9% Jake Stucky (Wildish) was advised of 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 pians dated 02/2008 and applicable workmanship prpvisions of the I.B,C" except if noted above, Reviewed By: A.~jk1 Michael L. Me~r Technicai Manager .~ RECEIVED DEe 1 5 Z008 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 ' _ ''__'' , '" ' ,. , MLM:sc This report and/or enclosed test data is the confidential property of the client to whom jUs 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 tw Cornell Avenue' CoovaIlis, Oregm 97330 ' phone (541) 757-4698 ,fax (541) 757-2991 29540 BAirportRoad' Eugene, 0regm97402' phone (541)684-3849 'fax(541)684-3851 630ffJ Corporate Place, Suile2' Bend, Oregon 97701 ' phone (541) 382-4844 ,fax (541) 382-4846 .. -".'.',~.;r-~-,;~,:',;,' r'~'J-- " --.... S,;) Page 1 of 1 11~'llml;.I~..'1jatllll~..u.L! Gcu",,"; "lic:al & Construction Ser\iices Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 12-03-08 500E, 4'h Ave, Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-21924 Inspector: A. Fenstermacher ID No.:. 5258882-49 ICC Inspection of: Epoxy Dowels' Weather: Overcast Continuous Inspection: 0 Contractor: Wild ish Construction BP No.: 2008-00225 Periodic Inspection: [;'1 Performed continuous inspection during the installation of:seven (7) 5/8" x 3' horizontal stainiess steei all thread dowels into existing footing at the southwest corner of slab #16, Prior to installation, the predrilled holes were cleaned with compressed air and a brush, Verified minimum embedment of 5", Dowels were secured with Epcon A7 (ICC- ES ESR- 2351, expiration dated 11-07-09), ' Aiso, performed preliminary inspection on the reinforcing steel for slab #16 and remainder of footing along north side at west end, Reinforcing steel was checked for size, grade, lap, quantities;' locations, ties, clearance and supports, A final inspection will be performed prior to concrete placement. Jake Stucky (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 the I.B,C" except if noted above, Reviewed By: A.~,~ Michael L. Me-tl - . Technical Manager c: EWEB- Mike Stickling (em ail} EWEB- Wally McCullough (em ail) OBEC- Pete Slocum (email) 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 who'm it is addressed an-d 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. 'swritten authorization. 7fJJ NN Cornell Avenue' Crniallis, Oregon 97330, phone (541) 757-4698 ,fax (541) 757-2991 29540 B Airport Road ' Eugene, Oregon 97402 ' phone (541) 684J849 ,fax (541) (i84;3851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846 --- (j ~' "'PI .,.'. "..~.. '. .,,- 1I~'IINft;tll,..'~aIlIJ/.lm. 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 6 SAMPLED Gcv\cJ ,,,ical & Construction Services Compressive Strength of Concrete (ASTM C 39) PROJECT DATE PROJECT NO. REPORT NO. 12-02-08 2087168 6099 Hayden Bridge Water Fiitration Plant Expansion Springfield, Oregon B,P, NO, 2008-00225 11-04-08 CAST BY 4000 psi 4000 psi SACKS 40KIUOZF CEMENT ADVA. ECLIPSE; Fiber; AEA 6 TICKET NO, 66" F YARDAGE 50" F WEATHER Slab numbers 9 and 10, DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG, AIR CONTENT SLUMP TIME SPECIMEN STORAGE 11-05-08 4" x 8" Knife River 3/4" 4,0% 51/2" 10:30 AM ASTM C31 A, Fenstermacher ,3160127 10,0 OF 60,0 Showers From north end of slab #9, AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE~ 11-11-08 7 12,56 8,3 53400 4250 7:30 AM 5 12-02-08 28 12,62 8.4 79900 6330 5:15 PM 1 12-02-08 28 12,62 8.4 78200 6200 6265 5:20 PM 1 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) was advised of on-site test results, Reviewed By: ~~e~'~ Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co,- Kevin Fitzjarrell (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 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 FEl Testing & Inspection, Inc. 's written authorization. 7fJJ t-NV Camel Avenue' COIvall~, Oregon 97330, phone (541 ) 757-4698 'fax(541) 757-2991 29540 BAirportRood' Eugene, Oregon 97402 'phone(541)684-3849' fax (541) 684-3851 63050 Corporate Place, Suite 2, Bend, Oregon 97701 'phone (54))382-4844' fax (541) 382-4846 ~....... ~rt. Page 1 of 1 11:"II~lrl;.lI~.'~UIIII\'_ Gou~c...: ,,,ical & Construdion Servires Daily Field Report Client: EWEB Project: f-iayden Bridge Water Filtration Date: 12-08-08 500E, 4'h Ave, Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-21967 Inspector: A. Fenstermacher ID No.: 5258882-49 ICC Inspection of: Reinforced Concrete Weather: Fog Continuous Inspection: 0 Contractor: Wildish Construction BPNo.: 2008"00225 Periodic Inspection: III Performed inspection on the reinforcing steel for wall #28 and raw water channel suspended slab at the NE corner, Reinforcing steel was checked fir size, grade, alps, quantities, locations, ties, clearance and supports, '" >.,'.' Observed the placement of 27 yards of Knife River 4000 psi concrete (mix 40SE7) into areas noted above, Load 1 was tested for mix design ,compliance: slump- 6 1/4", concrete temperature- 65F; air temperature- 45F; air content- 5,2%;'-Cast one (1) set of four (4) 4" x 8" compressive strength cylinders from load 2, Notified Mike Stickling (EWEB) of on-site results: slump- 5 314"; concrete temperature- 65F; air temperature- 47F; air content- 5,2%, Mr, Stickling 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: fJ,,<i,~ Michael L. Me"r Technical Manager RECEIVED DEe 1 5 ZOOR c: EWEB- Mike Stickling (emaii) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) WiidishBuilding Co,- Kevin Fitzjarrell (email) Wildish Building Co,- Jake Stucky (em ail) City of Springfield RFCEIVED L '" l"" .. -...., '>-..... 1. i} ~Jt..l;) 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 futl and/or any'part thereof be disclosed ,without FEI Testing & Inspection, Inc,'s written authorization. 7m NN 0:meII Avenue' CavalJis, Oregon 9,7330' p/l<re(541) 757-4698' fax (541) 757-2991 29540 BAirpcrtRoad 'Eugene, Oregon 97402, phme(541)684J849' fax (541) 68<h'l851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846 ~"P~ ~Yttl Geotechnk:al & Cons1ruclion SeMres Compressive Strength of Concrete (ASTM C 39) , '1~'II~I~;<!III~.':ia'llllIl_ CLIENT EWEB 500E, 4th Ave, Eugene, Gregon PROJECT Hayden Bridge Water" Filtration Plant Expansion Springfield, Gregon DATE PROJECT NO. REPORT NO. 12-08-08 2087168 6129 B.P. NO. 2008-00225 DATE CAST 12-01-08 CAST BY A. Fenstermacher DATE RECEIVED 12-02-08 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 40-SE7 (with fibers) CEMENT MAX SIZE AGG, 3/4" ADDITIVES Super, Eclipse, Fiber AIR CONTENT 3.5% LOAD NO. 2 TICKET NO. 3160461 SLUMP 7 3/4" CONCRETE TEMP 660 F YARDAGE 10.00 OF 20,00 TIME 11:15AM AIR TEMP 5r F WEATHER Overcast SPECIMEN STORAGE ASTM C31 Po.UR LOCATION 1" and 20d lift in wall #'s 22 and 27, Set 1 LOAD 2 SAMPLED From 20d lift, TEST DATE 12-08-08 12-29-08 12"29-08 Hold AGE (DAYSl 7 28 28 AREA (IN.'! 12,50 WEIGHT (LBSl 8.4 TOTAL LOAD (LBS) 60100 COMPRESSIVE STRENGTH (PSI\ 4810 AVERAGE STRENGTH (PSI) TIM E OF TEST 3:10 PM TYPE OF FRACTURE- 6 *"1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Dtagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Jake Stucky (Wildish) was advised of on-site test results, Reviewed By: , fh.';(.~ Michael L. Mey{/ Technical Manager c: EWEB- Mike Stickling (emaii) EWEB- Wally McCullough (email) GBEC- Pete Slocum (email) Wildish Building Co,- Kevin Filzjarrell (email) Wildish Building Co,- Jake Stucky (email) City of Springfield Knife River MLM:sc This report andlor 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 I.hereof be disclosed without FEl Testing ~ Inspection, Inc.'s written authorization. 7fIJ MN CaneII Avenue' CavalfIS, Oregon 97330, phone (541 )757-4698' fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402, phone (541) 684-3849 'fax(541)684J851 63050 Corporate Place, Suite 2 ' Bend, Gregon 97701 'phone (541) 382-4844 ' fax (541 ) 382-4846 ~fE' 11~'mlrl;4m..'~a.t1I'm'lH_ ~;....; " ,;.:at & Construction Servires 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, 12-08-08 2087168 6104 B,P, NO. 2008-00225 DATE CAST 11-10-08 CAST BY A, Fenstermacher DATE RECEIVED 11-11-08 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 40K1UOZF CEMENT MAX SIZE AGG, 3/4" ADDITIVES Adva; Eclipse; Fiber AIR CONTENT 5,3% LOAD NO. ' 2 TICKET NO, 3160190 SLUMP 6" CONCRETE TEMP 660 F YARDAGE 10,0 OF 30,0 TIME 12:00 PM AIR TEMP 540 F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION Slab number 11, Set 1 LOAD 2 SAMPLED From southwest corner. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBSl STRENGTH (PSIl (PSll TEST FRACTURE" 11-17-08 7 12.43 8.4 55300 4450 9:15AM 5 12-08-08 28 12,50 8.4 75600 6050 3:15 PM 6 12-08-08 28 12,50 8,3 78100 6250 6150 3:20 PM 6 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) and Jake Stucky (Wildish) was advised of on-site test results, ReviewedBy: fh.<;t;,~ Michael L. Meyer ~ Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co,- KevinFitzjarrell (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 rnateriaLevaluated. 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 NoN Cornell Avenue' CavalfIS, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402 'phone (541)684-J849 fax(541 )684.'3851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 382-4844 ,fax (541) 382-4846 {~fEI 11a.'II~(ti;.I~"'~l'I(II~U1!I CLIENT EWEB 500E, 4'h 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 Expan~ion Springfield, Oregon DATE PROJECT NO. REPORT NO, 12-08-08 2087168 6105 B.P.NO. 2008-00225 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG, AIR CONTENT SLUMP TIME SPECIMEN STORAGE 11-11-08 4" x8" Knife River 3/4" 4,7% 8" 1:30 PM ASTM C31 11-10-08 CAST BY 4000 psi 4000 psi SACKS 40-SEy CEMENT Super; Eclipse; Adva 1 TICKET NO. 70" F YARDAGE 560 F WEATHER Wall number 25, SET2 From first lift A. Fenstermacher AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN,') (LBSl LOAD (LBSt STRENGTH (PSIl (PSIl TEST FRACTUREri 11-17-08 7 12.43 8,5 62500 5030 9:20 AM 5 12-08-08 28 12,50 8,5 79400 6350 3:25 PM 6 12-08-08 28 12,50 8,5 80100 6410 6380 3:30 PM 6 Hold **1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) 3160196 7,5 ,OF 15,0 Overcast REMARKS: Mike Stickling (EWEB) and Jake Stucky (Wildish) was advised of on-site test results, Reviewed By: (J;,~.~ Michael L. M~'il 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 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. A~ such, information contained hereifl sha!1 not be reproduced in part or full and/or any part thereof b~ disclosed without FEI Testing & Inspection, lnc.'s written authorization: 7fil tfN Come<< Avenue' Cavanis, CfegGn 9733O' phone(541) 757-4698, fax (541) 757-2991' 29540 B AiIpcrt Road ' Eugene, CfegGn 97402 ' phone (541) 684,3849 ,fax (541) 684J851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846 ~PPt ~rt Page 1 of 1 11~"II'lrt;"III11':i~'IIIJt!.I~l. Geotechnical & ConstrucliOn Servires Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 11-13-08 500E, 4'h Ave, Plant Expansion ' Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No:: E-21789 Inspector: A. Fenstermacher, IDNo,: 5258882-49 ICC Inspection of: Reinforcing Steel Weather: Showers Continuous Inspection: D Contractor': Wildish Construction BPNo.: 2008-00225 Periodic Inspection: Ii] Performed preliminary inspection on the reinforcing steel for slab numbers 13 and 15 and wall number 24, Reinforcing steel was checked for grade, size, laps, quantities, locations', ties, clearance and supports, A final inspection will be performed prior to concrete placement. (/:"', '::',;;'B-radY (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 RFI #47 dated 10-28-08, plans dated 02/2008 and applicable workmanship provisions of the I.B,C" except if noted above, Reviewed By: /h.'i.~ Michael L. M~er Technical 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 shall notbe reproduced in part or full and/of any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 7fJJ NN Cornell Avenue,' Corvallis, 0Eg0n 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirpalRoad 'Eugene, 0Eg0n 97402, phme (541)6B4-3a49 , fax (541) 684-J851 630fJJ Corporate Place, Suite 2, Bend, Oregon 97701, phone (541)382-4844' fax (541) 382-4846 ./ &fEI 11:"'II~I,,;.yI~~'1:1~'IIII~IIIIH. CLIENT EWEB 500E, 4'h 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 11-17-08 12-08-08 12-08-08 Hold AGE (DAYS) 7 28 28 Geotechnical & Construction Services PROJECT B.P.NO, 11-10-08 CAST BY 4000 psi 4000 psi SACKS 40-SE7 CEMENT Super; Eclipse; Adva 1 TICKET NO. 70'F Y~RDAGE 56' F WEATHER Wall number 25, SET2 From first lift AREA (IN,') 12.43 WEIGHT (LBS) 8,5 TOTAL LOAD (LBS) 62500 **1 - End Cones 2 - Cone/Split 3 - Columnar Compressive Strength of Concrete (ASTM C 39) Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon . 2008-00225 A, Fenstermacher 3160196 7,5 OF 15,0 Overcast COM PRESSIVE STRENGTH (PSI) 5030 I I I DATE PROJECT NO, REPORT NO, 11-17-08 2087168 6105 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG, AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE STRENGTH (PSI) TIME OF TEST 9:20 AM 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Mike Stickling (EWEB) and Jake Stucky (Wildish) was advised of on-site test resuits, Reviewed By: {1~e~:~ T echn)cal M_an.?ger ,I c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) , .' Wild ish Building Co,- Kevin Fitzjarrell (email) Wildish Building Co,- Jake Stucky (em ail) City of Springfield ' Knife River MLM:sc , -'. 11-11-08 4" x 8" Knife River 3/4" 4,7% 8" 1:30 PM ASTM C31 TYPE OF FRACTURE- S I I I I RECEIVE!:) NOV 2 1 Z008 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, .'nc.'s Y,ffitten authorization. 7fIJ ~ Cornell Avalue ' ContaDis, Oregon 97330 ' phone (541) 757-4698 ,fax (541) 757-2991 29540 BAirport Rood ' Eugene, Oregon 97402 ' phone (541) 684'3849 'fax (541) ~1 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701, phone (541) 382-484'1' fax (541) 382-4846 &ftl Geotechnical & Consfruclion Servires Compressive Strength of Concrete (ASTM C 39) , 11~'mlrt;.I~~'~~'IlIJ\llIIHIi CLIENT EWEB 500E, 4'h Ave, Eugene,'Oregon PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 11-18-08 2087168 6072 B.P, NO. 2008-00225 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO, CONCRETE TEMP AIR TEMP POUR LOCATION 10-21-08 CAST BY J,Keller DATE RECEIVED 4000 psi SPECIMEN SIZE 4000 psi SACKS SUPPLIER 2440KIUOZF CEMENT MAX SIZE AGG, Adva, Eclipse, Fiber AIR CONTENT '4 (1" accepted) TICKET NO, 3159951 SLUMP 68" F YARDAGE 10,00 OF TIME 53" F WEATHER Clear SPECIMEN STORAGE FootinglSlab 1 and 2 east wall and spread footing number 8 north wall. 10-22-08 4" x8" Knife River 3/4" 5,0% 51/4" 12:10 PM , ASTM C31 LOAD 1 SAMPLED Near SE corner of foo~ng 1 slab #1, AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN,') (LBS\ LOAD (LBSI STRENGTH (PSJI (PSJI TEST FRACTURE" 10-28-08 7 12,56 8.4 53400 4250 I 12:45 PM 6 11-18-08 28 12,56 8.4 72500 5770, f 7:40 AM 5 11-18-08 28 12,56 8.4 75700 6030 5900 7:45 AM 1 Hold I **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: /l;xlL^ ~ Michael L, ~;yT Technical Manager c. EWEB- Mike Stickling (email) EWEB- Wally McCullough (emali) OBEC- Pete Slocum (email) WiJdish Building Co,- Kevin Fitzjarrell (email) Wild ish 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 itis 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, Ine.'s written authorization. 7fJJ r-NV CcmeIIAvenue' Cavallis, Oregon 97330, phone (541) 757-4698, fax(541) 757-2991 29540 BAirport Rood ' Eugene, Oregon 97402 ' phone (541) tJ84.J849 ,fax (541) 684;3851 63050 Corporate Place, Suite 2, Bend, Oregon 97701 'phone (541) 382-4844: fax (541) 382-4846 &fEJ Page 1 of 2' 11~'lmrt;tll~'~~'IlII~.mw Geotechnical & Conslruclion Servires Daily Field Report Client: EWEB 500E, 4'h Ave, Eugene, Oregon Project: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 11-14-08 2087168 E-21790 A, Fenstermacher 5258882-49 ICC Inspection of:, Reinforced Concrete Contractor: Wildish Construction' Weather: Fog BpINo~: 2008-00225 4< " - Continuous Inspection: 0 'Periodic Inspection: 0 Performed final inspection on the reinforcing steel for slab numbers 13 and 15 and wall number 24, A preliminary inspection was performed on 11-13-08 (reference FEI report number E-21789), Observed placement of 65 yards of Knife River 4000 psi concrete (mix 40K1 UOZF) into slabs and 10,75 yards of Knife River 4000 psi concrete (mix 40-SE7) into wail. Concrete was placed by pump and was mechanically consolidated, Performed field tests on loads 1 and 2 of slab concrete for mix design compliance, I Load 1 I Concrete temperature- 65F I Air teme.erature- 54F I Slump-7" I Air content- 5,7% Load 2 Concrete temperature- 65F Air tem~erature- 47F Slump- 5 1/2" Air content- 4,8% Also; cast one (1) set of four (4) 4" x 8" compressive strength cylinders from each mix, I Set 1 (mix 40K1 UOZF) I Concrete temperature- 68F I Air temperature- 54F I Slump-7" I Air content- 4.4% Set 2 (MIX 40-SE7) Concrete temperature- 66F Air temperature- 55F Slump- 81/4" Air content- 3,6% , f\t:.Cf/'VtD NOV'J '" 1 2008 This report and/or 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. . 7m rm Cornell Avenue' Cavallis. Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road ' Eugene, Oregon 97402 ' phone (541 j 684-3849 ,fax (541) 684J851 63050 Corporate Place, Suite 2 ' Bend. Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846 Hayden Bridge Water Filtration Plant Expansion Project No,: 2087168 , Report' No,: E-21790 Date: 11-14-08 Page 2 of 2 Jake Stucky (Wild ish) was advised of 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 RFI #47 dated 10-28-08, plans dated 02/2008 and applicable workmanship provisions of the I.B,C" except if noted above, R;;;Jn~~~ 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 (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 shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & In~pection, Inc.'s \Witten authorization. 750 NVV CanelIAvenue' Cavallis, Qegon 97330' phone (541) 757-4698 'fax(541) 757-2991 29540 BAirpat Road, Eugene, Qegon 97402, phcre (541) 684-3849 ,fax (541)684-3851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846 ~......~ ~ttl Page 1 of 1 11a.'llfl~;"I~~':i~'llIJI_ Geotechnical & Construction Services Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 11-18-08 500E, 4'h Ave, Plant Expansion Project No.: 2087168 Eugene,Oregon Springfield, Oregon Report No.: E-21825 Inspector: A. Fenstermacher ID No.: 5258882-49 ICC Inspection of: Reinforcing Steel Weather: Partly Cloudy Continuous Inspection: D Contractor: Wi/dish Construction BP No.: 2008-00225 Periodic Inspection: Ii! Performed preliminary inspection on the reinforcing steel for siab numbers 17 and 19 and wall numbers 23 and 29, Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, clearance and supports, A final inspection will be performed prior to concrete placement. Jake Stucky (Wi/dish) was asked to notify our office when additional services are' needed, To the best of our knowledge, the work 'in-progress was in accordance with RFI #47 dated 10-28-08, plans dated 02/2008 and applicable workmanship provisions of the I.B,C" except jf noted above, ' Reviewed By: A.'i./~ Michael L. M eJ,r . T echnicai Manager c: EWEB- Mike Stickling (email) EWEB' Wally McCullough (email) OBEC- Pete Slocum (em ail) Wi/dish Building Co,- Kevin Fitzjarrell (email) Wildish Building Co,- Jake Stucky (email) City of Springfield MLM:sc J "This report and/or enclosed test data is the confidential property of the client to lNhom iUs addressed and pertains lathe specific process and/or material evahJsted. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be di~closed without FEI Testing & Inspection, Inc.'s y.mtten authorization. 7fIJ N-N ComeIIAvenue' CorvaIILs, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirpatRoad' Eugene, Oregon 97402, phme (541) 684:J849 ,fax (541)684-3851 630fIJ Corporate Place, Suite 2 'Bend, Oregon 97701, phone (541) 382-4844 'fax(541) 382-4846 (~FEI Geotechnia31 & Construc:lion SeIVices , Compressive Strength of Concrete (ASTM C 39), 1I:lo'mlrf;.lf~'~a'IIIJ~d1m" CLIENT EWEB 500E. 4'h Ave, Eugene, Oregon PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 11-17-08 2087168 6104 B.P, NO. 2008-00225 DATE CAST 11-10.08 CAST BY A. Fenstermacher DATE RECEIVED 11-11-08 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 40K1 UOZF CEMENT - MAX SIZE AGG, 3/4" ADDITIVES Adva; Eclipse; Fiber AIR CONTENT 5,3% LOAD NO. 2 TICKET NO, 3160190 SLUMP 6" CONCRETE TEMP 66' F YARDAGE 10,0 OF 30,0 TIME 12:00 PM AIR TEMP 54' F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION Slab number 11, Set 1 LOAD 2 SAMPLED From southwest comer. TEST DATE 11-17-08 12-08-08 12-08-08 Hold AGE (DAYSl 7 28 28 AREA (IN,') 12.43 WEIGHT (LBS) 8.4 TOTAL LOAD (LBSI 55300 COMPRESSIVE STRENGTH (PSIl 4450 AVERAGE STRENGTH (PSIl TIME OF TEST 9:15AM TYPE OF FRACTURE" 5 "'*1 - End Cones 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) was advised of on-site test results, Reviewed By: ::a:I~~ Technical Man,ager c: EWEB- Mike Sticklin9,(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 r.onfidential 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. 7m NoN CanelIAvenue' Cavaffis, Oregon 97330, pha1e (541) 757-4698, fax (541) 757-2991 29540 BAirport Rood, Eugene, Oregon 97402' pha1e (541)684-3849' fax (541) 684-3851 630m Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846 ~ftl Page 1 of 2 11~'llllC'l;"J~~'~:'IIII~'al~l. Gbv,~ " ,leal & ConstrucIioo Services Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 10-27 & 28-08 500E. 4'h Ave, Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-21647 Inspector: A, Fenstermacher 10 No.: 5258882-49 ICC Inspection of: Reinforcing Steell Reinforced Concrete Weather: Clear/Fog Continuous Inspection: 0 Contractor: Wildish BPNo.: 2008-00225 ' Periodic Inspection: ItJ 10-27-08: Performed inspection on the reinforcing steel for slab numbers 3, 4 ahd 5, Reinforcing steel was checked for size, grade, laps, quantities, locations, ties, clearance and supports, ,A final inspection will be performed prior to concrete placement. ' 10-28-08: Performed final inspection on the reinforcing steel for siab numbers 3, 4 and 5, Observed the placement of 75 cu/yds, of Knife River 4000 psi concrete (mix 2440K1 UOZF) into areas noted above, Concrete was placed by pump and was mechanically consolidated, Tested load 1 and 2 before placement to verify compliance with mix design parameters, I Load 1 I Concrete temperature- 66F I Air temperature- 48F I Slump- 5 1/2" I Air content- 4.4% Load 2 Concrete temperature- 68F Air temperature- 48F Slump- 41/2" Air content- 4,0% 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. J 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 'Mitten authorization. 700 rwv Canell Avenue' CorvaI~, Qegx197330' phone (541) 757-4698, fax (541) 757-2991 29540 BAirportRoad 'Eugene, Qegx197402' phone (541) 684-J849 ,fax (541)684,3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 'phone (541) 382-4844, fax (541) 382-4846 '- Hayden Bridge Water Filtration Springfield, Oregon Project No.: 2087168 Report No.: E21647 10-27 & 28-08 Page iof 2 Cast one (1) set of four (4) 4" x 8" concrete test .cylinders from load 7. Notified Mike Stickling (EWEB) and Jake (Wildish) of on-site results. Concrete temperature- 68F; air temperature- 53F; slump- 61/2"; air content- 5.0%. Contractor 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: /lJ.'?(.~ Michael L. yer Technical nager. c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (em ail) Wildish Building Co.- Jake Stucky (em ail) 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, Inc,'s Written authorization. '-"--""~!y.'-' -~""'.'~...-~,~"'9" --..-- - --....,........,.~. '""7' ...,.,.,.~.",- ....,~~---,. -- 7fIJ NW CaneII Avenue' CavaIis, Oregm 97330' phone (541) 757-4698, fax (541) 757-2991 29540 BAirport Road . Eugene, Oregm 97402 . phone (541) ~ . fax (541) 684J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~fEt '1;"IIIII'I;.II\.'~I'lllhl.l~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 TEST DATE 10-28-08 11-18-08 11-18-08 Hold AGE (DAYS) 7 28 28 Geotechnical & Construclion Servires Compressive Strength of Concrete (ASTM C 39) . PROJECT DATE PROJECT NO. REPORT NO. 10-28-08 2087168 .6072 Hayden Bridge Water Filtration Plant Expansion Springfield, Orego~ B.P. NO. 2008-00225 10-21-08 CAST BY J. Keller DATE RECEIVED 4000 psi SPECIMEN SIZE 4000 psi SACKS SUPPLIER 2440KIUOZF CEMENT MAX SIZE AGG. Adva, Eclipse, Fiber AIR CONTENT 4 (1" accepted) TICKET NO. 3159951 SLUMP 680 F YARDAGE 10.00 OF TIME 530 F WEATHER Clear SPECIMEN STORAGE. Footing/Slab 1 and 2 east wall and spread footing .number 8 north wall. Near SE corner of footing 1 slab #1. . AREA (IN.') 12.56 WEIGHT (LBSl 8.4 TOTAL LOAD (LBSl 53400 COMPRESSIVE STRENGTH (PSIl 4250 AVERAGE STRENGTH (PSIl TIME OF TEST 12:45 PM I 10-22-08 4" x8" Knife River 3/4" 5.0% 51/4" 12:10 PM ASTM C31 TYPE OF FRACTURE~ 6 **1 - End Cones. 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (topor bottom) REMARKS: Mike Stickling (EWEB) was advised of on-site test results. Reviewed By' /h.~.~- Michael L. ';eyetl'" Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (em ail) OBEC- Pete Slocum (em'ail) Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (emall) City of Springfield . 'Knife River MLM: This report and/or enclosed test data is the confidential property of the client to lNhom it ;s 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, lnc.'s written autho~zatjon.. 7!'IJ NW CaneIIAvenue' CavaJIs, 0eg:Jn 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road . Eugene, Qegon 97402, phone (541) 684-3849 . fax (541) 684J851 63050 Corporate Place. Sulle 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 {4Ftl Geotechnical & ConsIn.K:fun Services 11~'II~ler:"lf~'~~'II'III.lue!l CLIENT PROJECT EWEB 500E. 4th Ave. Eugene, Oregon B.P. NO. DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION 10-28-08 CAST BY 4000 psi 4000 psi . SACKS. 2440KIUOZF CEMENT ADVA, Eclipse, Fiber 7 TICKET NO. 680F YARDAGE 530 F WEATHER Slab numbers 3, 4 and 5. LOAD 7 SAMPLED From slab 5, northeast comer. TEST DATE 11-04-08 11-25-08 11-25-08 Hold AREA (IN') 12.50 TOTAL LOAD (LBS) 57800 AGE (DAYS) 7 28 28 WEIGHT (LBSl 8.4 "1 ~ End Cones 2 - Cone/Split 3.;.;. Columnar REMARKS: Jake (Wildish) was advised of on-site test results. Reviewed By: ;11.7(. ~ Michael L. ~ey{;l Technical Manager c: EWEB- Mike Stickling (emaii) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (emaii) Wildish Building Co.- Jake Stucky (email) City of Springfield Knife River MLM:sc Compressive Strength of Concrete (ASTM C 39) Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon 2008-00225 A. Fenstermacher 3160042 10.0 OF 75.0 Fog COMPRESSIVE STRENGTH (PSn 4620 DATE PROJECT NO. REPORT NO. DATE RECEIVED SPECIMEN SIZE SUPPL!ER . MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE STRENGTH (PSn TIME OF TEST 3:30 PM I I 11-04-08 2087168 6092 10-29-08 4" x 8" Knife River 3/4" 5.0% 6 1/2" 11:00AM ASTM C31 TYPE OF FRACTURE- 5 I I I I 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) RECEIVEr.' NDV.O 6 7nnR This report and/or enclosed test data is the confidential property of the client to ~om itis addressed and pertains to the specific process and/6rmaterial evaluated. As such, information contained herein shal! not be ~eprodL:ced in,part odulLand/or any parL thereof be disclosed without FEI Testing & Inspection, -Inc.'s Written authorization. 7fIJ NW ComeIIAvenue' CorvaIfIS, Qegon 97330. phone (541) 757-4698. fax (541) 757-2991 29540 B Airport Road . Eugene, 0e<;p197402 . phone(541)61J4.J849 . fax (541) 684J851 63050 Corporate Place, Suite 2 . Bend, Oregon97701 'phone (541) 382-4844 . fax (541) 382-4846 ~..=~~ ~,,_l Page 1 of 2 11~'mlCi;"ll..'~~'IIII1'_ ec-..k:; ,,1ical & ConslJuc:fun Services' Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 11-03 & 04-08 , 500E. 4th Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E21713 Inspector: A. Fenstermacher ID No.: 5258882-49 ICC Inspection of: Epoxy/Reinforcing Steel & Reinforced Concrete Weather: Showers Continuous Inspection: 0 Contractor: Wildish Construction Co. BPNo.: 2008-00225 Periodic Inspection: iii 11-03-08: Performed continuous inspection during the installation of ten (10) 3/4" x 28" horizontal and vertical stainless steel all thread anchors into existing buttress at the southeast corner of contact basin for new wall tie-in. Prior to installation, the predrilled holes were cleaned using compressed air and a brush. Verified minimum embedment of 7". Anchors were secured with Epcon A7 (ICC-ES ESR- 2351, expiration date 11/2009). . 11-04-08: Performed inspection on the reinforcing steel for slab numbers g and 10. Reinforcing steel was checked for size, grade, laps, quantities, locations, ties, clearance and supports. . Observed the placement of 60 cu/yds. of Knife River 4000 psi concrete (mix 40K1 UOZF) into areas noted above. Concrete was placed by pump and mechanically consolidated. Test load 1 and 2 for compliance with mix design. I Load 1 I Concrete temperature- 64F I Air temperature- 41 F I Slump- 61/2" LAir content- 6.3% Load 2 Concrete temperature- 62F Air tem~erature- 50F Slum p- 5 3/4" , , Air content~ 5.0% 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 evalu"ated. As such,' information" contained herein shall not'tie reproduced in parra; fulf and/Of any part thereof be disclosed without FEI Testing & Inspection, lnc:'s written authorization. . 750 NW Cornell Avenue' Corvallis, 0regx197330' phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road, Eugene, 0regx197402 . phone (541)6843849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 Hayden Bridge Water Filtration Plant Expansion Project No.: 2087168 Report No.: E-21713 '11-03 & 04-08 Page 2 of 2 Cast .one (1) set of four (4) 4" x 8" concrete test cylinders from load 6. Notified Jake Stucky (Wildish) of on-site results. Concrete temperature!' 66F; air temperature- 50F; slump- 5 1/2"; air content- 4.0% Mr. Stucky was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with pians dated 02/2008 and applicable workmanship provisions ofthe I.B.C., except if noted above. R~~e~y: . Michael L. ~ Technical ~:~aer c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (emaii) 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 confidentialPFoper!Yof the client to. wh.o!TI it is addressed and pertains to the specific process and/or material"evaluatea. -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 NW CanelIAvenue' OlrvaIlis, Oregm 97330 'phone(541) 751-4698' fax (541) 757-2991 29540 B Airport Road . Eugene, Oregm 97402 . phone (541) 664J849 . fax (541) 684J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541 i 382-4844 . fax (541 ) 382-4846 ~fEJ 1I~"I>'lrt:tll~m'III11.llllJl Geotechnical & Construcfun Servires Page 1 of 1 Field Density Test Results - ASTM D 2922 Client: EWEB 500 E. 4th Ave. Eugene, Oregon 97440 Project: Hayden Bridge Water Filtration Plant Expansion. Springfield, Oregor Date: Project No.: Report No.: B.P. No,: 1 0-30-08 2087168 E-21686 2008-00225 \. MOISTURE/DENSITY DATA: ASTM 0698 - Maximum Dry Density of 129.5 pcf, at 11.0% moisture, is from our sample no. 1934 dated 08-15-08 for 3/4"-0 (Wildish). .n-=;; Test Approximate Location No. I 1 J Near center slab #10 Approx. Elev. FG Wet Density (pcfl 134.1 . Percent Moisture 3.5 Dry Density (pcfl 129.6 Percent. Compaction 100.0 Compaction Requirement 95.0 I Test performed at finished grade of base rock under thickened area of contact basin slab.. Note: Base rock thickness appears to be less than 4" in other areas of siab. Conventional procedures will not provide consistent or reliable test results on thin lifts of materials. Remarks: Jake Stucky (Wildish) was advised of test results. Reviewed By: A.<-j{.~ Michael L. Me# Technical Manager c: EWEB-Mike Sticking (em ail) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (em ail) Wildish Building Co.- Jake Stucky (email) City of Springfield MLM:sc Tlus report and/or enclosed test data'is the coil1idential property of the client to whom it is addressed and pertains to thespecilic process'andlor"mitterialevaluated. As such, infonnation contained herein, shatlnot be reproduced in part of fun and/or any part thereof be disclosed without FE' Testing & Inspection, Inc. 's written authorization. 750NW OlnellAvcrrue. Corvallis, Oregon 97330. phone(541) 757-4ffJ8. fux (541) 757-ml 29540 B Airpat RoOO' Eugene, Oregon 97402 . Jfure(54!)684-3849' fux (541)684-3851 63050 COl1JOrate Place, Suite 2 . Bend, Oregon 97701' phone (541) 38,2-4844 . fax (541) 382-4846 ~ftl Page 1 of 1 11~'lI!lrt;41~..'~~'llll~_ Gcv~ ,,1ica1 & 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.: 11-06-08 2087168 E-21726 A. Fenstermacher 5258882-49 ICC Inspection of: Reinforcing Steei Contractor: Wildish Construction Weather: Showers BP N<?: 2008-00225 Continuous Inspection: 0 " Periodic Inspection: Ii! Performed preliminary inspection on the reinforcing steel for wall number 25. Reinforcing steel was checked for size, grade, laps, quantities, locations, ties, .clearance 'and supports.. A final inspection will be performed prior to concrete placement. Contractor was asked to notify our office when additional services are needed. To the best of our knowledge, the work in-progress was in accordance with RFI #47 dated 10-28-08, plans dated 02/2008 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: jJJ.'i.~ Michael L. Meye?J Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC" Pete Slocum (email) Wiidish Building Co.- Kevin Fitzjarreli (email) Wildlsh Building Co.- Jake Stucky (email) City of Springfield This report and/or enclosed test data is the confidential property of the client to whom it ;s 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. ~wm. tMW 011J 700gQ RECEIVED NOV 1 0 zooa MLM:sc 7fIJ NW CaneII Avenue. Cavallis, Oegon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Reed . Eugene, Oegon 97402 . phone (541) 684J849 . fax (541) 684J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~ftj lI~'""":.t"mllllt'."t" .Geotechnical & Construction SeNices Page10f1' Report of Inspection Services Weldina/Hi~h-Str:enath Boltina Client: EWEB 500E. 4th Ave. Eugene, Oregon Project: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon Date:. Project No.: Report No.: Inspector: ID No.: Inspection of: Fabricator or Erector: Contractor: Welding Knife River Wildish Construction Co. . Shop: ,~ Weather: BPNo.: . .11-07-08 2087168 E-21749 C. Walpole 01040131 AWS CWI Field: 0 Inside 2008-00225 Performed visual inspection on forty-eight (48) fabricated structural steel embeds P101. DBA's were checked for 360" flash and by ring/bend test. Fabricator was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conforman~e with shop drawings dated 10-30-08 and applicable AWS 01.1 code, except if noted above. RC:;;;1tlc Michael L. Meyer ~ Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (em ail) Wildish Building Co.- Jake Stucky (em ail) City of Springfield RtCt/t; NO/l tl) 10 ![J(JO ;"test data is the confidential property of the cli~nt to whom iUs addressed and pertains "to the,specific .:tluated. As such, information contained herein s.hall not be reproduced in part or fulland/or any part .ereof be disclosed without FEI Testing & Inspection, Inc.'s Written authorization. / _//comeIlAvenue. Corvallis, Oregon 97330, phone (541) 757-4698. fax (541) 757-2991 ,AD B Airport Road, Eugene, Oregon 97402 . phone (541) 6~9 . fax (541) 684-3851 /.;0 Corporate Piace, Suile 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~fE} Page 1 of 1 11;"'IINrt;'liII~"'~="lllu.m, Geoted1nica1 & Construction Servia3s Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 11-07-08 500E. 4th Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-21750 Inspector: A. Fenstermacher 10 No.: 5258882-49 ICC Inspection of: Reinforcing Steel Weather: Showers Continuous Inspection: 0 Contractor: Wildish Construction Co. BPNo.: 2008-00225 Periodic Inspection: Ii'! Performed preliminary inspection on the reinforcing steel for slab #11. Reinforcing steel was checked for size, grade, laps, quantities, locations, ties, clearance and supports. A final inspection will be preformed prior to concrete 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 n.oted above. R~j . Michael L..Meyer k Technical Manager -----..., c: EWEB- Mike Stickling (em ail) EWEB- Wally McCuilough (email) OBEC- Pete Slocum (em ail) Wild ish Building Co.- Kevin Fitzjarrell (email) Wildish Buildin9 Co.- Jake Stucky (em ail) 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 andlor material evaluated. As such, infonnation contained herein shall not ~e reproduced in part or full and/or any part . thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. . 7fIJ rm CaneII Avenue' CavalfIS, Oegon 97330, phone (541) 757-4698 . fax (541) 757-2991 29540 BAirportRoad. Eugene, Oregm 97402, phone (541)684-3849' fax (541 )684J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~..p. ~rt~ Page 1 of 1, 1I:lro'II~'lrt;4im~';j;'Il'J~.ltltl Geoted1nical & Cons1ruclion Servires Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 11-25"08 500E. 4th Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-21882 Inspector: A. Fenstermacher ID No.: 525882-49 ICC '. Inspection of: Reinforcing Steel Weather: Overcast Continuous Inspection: 0 Contractor: Wildish Construction BPNo.: 2008-00225 Periodic Inspection: 0 Performed preliminary inspection on the reinforcing steei for wall numbers 22 and 27. Reinforcing steel was checked for size, grade, laps, quantities, locations, ties, ciearance and supports. A final inspection wiil be performed prior to concrete placement. ',,"\;h.'i'. . r .' Jake, Stucky (Wild ish) was asked to notify our office when additional services are needed. To the best of our knowledge, the work in-progress was in accordance with plans dated 02/2008 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: 1l~~~ Technical Manager c: EWEB- Mike Stickling (em ail) EWEB- Wally McCullough (em ail) OBEC- Pete Slocum (email) Wildish Building Co.". Kevin Fitzjarrell (emaii) Wildish Building CO.- Jake Stucky (em ail) City of Springfield "'. , l" ., MLM:sc RECE\\JEO IlE\:. ~ ~ 100~ 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 andfor any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 NW CaneII Avenue. CavaI~s, Oregon 97330, phone (541) 7574698. fax (541) 757-2991 .29540 BAirportRoad . Eugene, Oregon 97402, phone (541)684:3849' fax (541 )684.Ja51 63050 Corporate Place, Su~e2' Bend, Oregon 97701. phone (541) 382-4844. fax (541) 382-4846 ~",p~ ~yrtl '1~'mlrt;"I~~'~;'IIII1I.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 7 SAMPLED Cc.v~',,1icill & Construclion Servioos Compressive Strength of Concrete (ASTM C 39) PROJECT DATE PROJECT NO. REPORT NO. 11-25-08 2087168 6092 Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon B.P. NO. 2008-00225 10-28-08 CASt BY 4000 psi 4000 psi SACKS 2440KIUOZF CEMENT ADVA, Eclipse, Fiber 7 . TICKET:NO. 68"F YARDAGE 53" F WEATHER Slab numbers 3, 4 and 5. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 10-29-08 4" x8" Knife River 3/4" 5.0% 61/2" 11:00AM ASTM C31 A. Fenstermacher 3160042 10.0 OF 75.0 Fog From ~Iab 5, northeast corner. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBSI LOAD (LBSI STREN'GTH (PSI) (PSI) TEST FRACTURE" 11-04-08 7 12.50 8.4 57800 4620 3:30PM 5 I 11-25-08 28 12.56 8.4 72000 5730 8:10AM 5 I 11-25-08 28 12.56 8.4 75000 5970 5850 8:15AM 5 I Hold I "*1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Sid,e (top and bottom) 6 - Side (top orbqttom) REMARKS: Jake (Wildish) was advised of on-site test results. Reviewed' By: !!L~'/:o 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 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 NW CanellAvenue' ConIaIJis, Oregm 97330, phone (541) 757-4698. fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregm 97402, phone (541)684-J849' fax (541) 684J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846 SfEt GeotEchnical & Construction Servires Compressive Strength of Concrete (ASTM C 39) . 11a.'II~lrt;.IN.'~I'IIII~III~l. CLIENT EWEB 500E. 4th Ave. Eugene, Oregon PROJECT Hayden Bridge Water Filtration Plant Expansion. Springfieid, Oregon DATE PROJECT NO. ~EPORT NO. 11-26-08 2087168 6118 B.P. NO. 2008-00225 DATE CAST 11-19-08 CAST BY A. Fenstermacher DATE RECEIVED 11-20-08 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 40K1UOZF CEMENT MAX SIZE AGG. 3/4" ADDITIVES Adva, Eclipse, Fiber AIR CONTENT 4.9% LOAD NO. 6 TICKET NO. 3160320 SLUMP 61/2" CONCRETE TEMP 69" F YARDAGE 10.0 OF 65.0 TIME 12:10 PM AIR TEMP 60" F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR l;.OCATlON Slab numbers 19 and 17. Set 1 LOAD 6 SAMPLED From southwest comer of slab 19. TEST DATE 11-26-08 12-17-08 12-17-08 Hold AGE (DAYSl 7 28 28 AREA (IN'). 12.56 WEIGHT (LBSl 8.3 TOTAL LOAD (LBSI 51700 COMPRESSIVE STRENGTH (PSI) 4120 AVERAGE STRENGTH (PSI) .TIME OF TEST 8:00 AM TYPE OF FRACTURE- 5 I I I J H1_ End_Cones 2- COile~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: A.'ilfwv-- Michael L~ ~r Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (em ail) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (email) City of Springfield Knife River MLM'sc Thisreportandlor 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 thereofbedisclosed without FEl Testing & Inspection, loco's 'Mitten authorization. 7"'IJ NW Cornell Avenue . Cavallis, Qeg:ln 97330 . phone (541) 757-4698 . fax (541) 757-2991 29540 BAirport Road, Eugene, Qeg:ln 97402. phone (541 )664'3849' fax (541)684J851 63050 Corporate Place. Suite 2 . Bend, Oregong7701 . phone (541) 382-4844 . fax (541) 382-4846 ~fE' 11~"fllrt;"I~Iio'~i'IIIJ~_ 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 11-26-08 12-17-08 12-17-08 Hold AGE (DAYS) 7 28 28 *""1 - End Cones Geotechnical & ConslrucOCin Servia3s PROJECT B.P. NO. 11-19-08 4000 psi 4000 psi 40-SE7 CAST BY SACKS CEMENT Compressive Strength of Concrete (ASTM C 39) Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 11-26-08 2087168 6119 Super, Eclipse 4 TICKET NO. 72" F YARDAGE 55" F WEATHER Wall numbers 23 and 29. Set 2 From 4th lift in walls. AREA (IN.') 12.56 TOTAL LOAD (LBS) 56000 2008-00225 A. Fenstermacher DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE WEIGHT (LBS) 8.5 2 - Cone/SP.Ut 3 - Columnar 3160336 10.0 OF 48.0 Overcast COMPRESSIVE STRENGTH (PSIl 4460 AVERAGE STRENGTH (PSI) TIME OF TEST 7:55 AM 11-20-08 4" x8" Knife River 3/4" 4.2% 6" 4:00 PM ASTM C31 TYPE OF FRACTURE" 5 4 - Diagona! 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Jake Stucky (Wildish) was advised of on-site test results. Reviewed By: /l1,~~ Michael L. Me~ Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (smail) 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 FEI Testing & Inspection, Inc.'s Written authorization. 750 NW ComeIIAvenue' Cavalis, Oregm 97330. phone (541) 757-4698, fax (541) 757-2991 29540 BAirportRoad . Eugene, O"egon 97402, phone (541)664J849' fax(541)684J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541)382-4844' fax (541) 382-4846