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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2009-11-2 ~ ~.J\~r"~~ t9 ~. I/'1I11,,,,.,,.1mlili'."'. GP.o!P.d1nical & (,~Jdinn Serui<Es EWEB 500E. 4th Ave, EUgene, Ore9on 97440 CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED TEST DATE 11-02-09 11-23-09 11-23-09 Hold AGE (DAYS) 7 28 28 Compressive Strength of Concrete lASTM C 39\ PROJECT Hayden Bridge Water Filtration Plant Expansion ~5l \-to-.l-\~e~~ QD.. , BP NO, 2008-00225 DATE PROJECT NO. REPORT NO, 11-02-09 2087168 6720 10-26-09 CAST BY D, Delatte DATE RECEIVED 10-27-09 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 3.4% 1 TICKET NO. 3500577 SLUMP 6" 71" F YARDAGE 8,5 OF 17,0, TIME 9:40 AM 52" F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 Two (2) interior walls in center of filter basin, north and south sections of suspended sidewalk on west side of filter basin and inter tie tunnei slab, suspended, Sidewalk, AREA (IN,') 12,56 COMPRESSIVE STRENGTH (PSIl , 4330 AVERAGE STRENGTH . (PSI) TIME OF TEST 8:25 AM TYPE OF FRACTURE- 5 WEIGHT (LBS) 8,50 TOTAL LOAD (LBS) 54350 REMARKS: Jake Stucky (Wildish) and Mike Sticklin9 (EWEB) were advised of on-site test results, .. ,. End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (lOp or bottom) 6 - Side (pointed lop or bottom) c: EWEB- Mike Stickling (emaill EWEB- Wally McCulloU9h (emaill OBEC- Pete Slocum (email) Wildish Buildin9 Co,- Kevin Fitzjarrell (email) Wildish Buiidin9 Co.- Jake Stucky (emaill City of Sprin9fieid ' Knife River Reviewed By: . fl ,/, flut~ Michael L. ~~yef Technical Manager MLM:sc O)~(g~D~~ -, 1 NOV - 5 2009 3 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 NW ComellAvenue' Corvallis, Oregon 97330, phone (541)757-4698' fax (541 l 757-2991 29540 BAirportRoad' Eugene, Oregon 97402' phone (541) 684-3849 'fax(541)684-3851 62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701. phone (541)382-4844' fax (541) 382-4846 ) ~fEI ~ 11:t.'II~I,*:.I~~'lf~'IIIJiUL!l GeoiOO1nical & Con.<mudion Seruices Compressive Strength of Concrete . (ASTM C 391 CLIENT EWEB 500E, 4th Ave, Eugene, Ore90n 97440 PROJECT Hayden Bridge Water DATE Filtration Plant Expansion PROJECT NO. HJG~ S~ ~~EPORTNO, 2008-00225 ~95l BPNO. 10-28-09 2087168 6671 09-30-09 CAST BY D, Delatte DATE RECEIVED 10-01-09 4000 ps~ SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 2440KIUOKS CEMENT MAX SIZE AGG, 3/4" Super; Eclipse; AEA AIR CONTENT 4,8% 1 TICKET NO. 3443839 SLUMP 7 1/4" 67" F YARDAGE 8,5 OF 43,0 TIME 10:40 AM 56" F WEATHER Overcast SPECIMEN'STORAGE ASTM C 31 East half of south wall, four (4) interior 4' tall walls in the southwest corner and two (2) 9" interior walls in the northwest comer of filter basin, 1" lift in 9" walls, DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO, CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED' TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) (IN.'l (LBSl LOAD (LBS) STRENGTH (PSIl , 10-07-09 7 12,56 8,56 56745 4520 10-28,09 28 12,56 8.56 72490 5770 10-28-09 28 12,56 8,61 71180 5670 Hold AVERAGE STRENGTH (PSIl TIME OF TEST 9:40 AM 9:10AM 9:15AM 5720 b 1- End Cones 2. Cone/Split 3- Columnar 4 - Diagonal 5- Side (top orbollom} 6-Side (pointed lop or bottom) Reviewed By: 111. '-A ,(ku~ Michael L Mey/! . Technical Manager TYPE OF FRACTURE- 3 2 2 ~~~~U%'l'~ 1 NOV - 4 2009 c: EWEB- Mike Sticklin9 (email) EWEB- Wally McCullough (emall) OBEC- Pete Slocum (email) Wildish Building Co,- Kevin Fitzjarrell (email) Wildish Building Co,- Jake Stucky (email) City of Sprin9field Knife River MLM:sc . This report and/or enclosed test dala 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 ComellAvenue' Corvallis, Oregon 97330, phone (541) 757-4698 'fax (541) 757-2991 29540 B Airport Road 'Eugene, Ore90n 97402, phone (541)684-3849' fax (541)684-3851 62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846 -:;\. "I ~ ~ftl 11:"'lIurt;1IU.'1~~.IIIU_ Geotechnical &Construclion SeMces RECEIVED NOV 0 2 2009 ~ Page 1 of 1 Daily Field Report Client: EWEB 500E, 4th Ave, Eugene, Oregon Project: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon ffi'51 Haytkn B~ Qd. Date: Project No.: Report No.: Inspector: 10 No.: 10-26-09 2087168 E-24391 D, Delatte 1080867-88 ICC Inspection of: Reinforced Concrete Contractor: Wildish Building Weather: OvercasU Rain BP No.: 2008-00225 Continuous Inspection: 0 Periodic Inspection: It] Performed final inspection on the reinforcing steel for two (2) interior walls in center of filter basin, walls that 24" pipe penetrates (slab to bottom side of gullet slab), north and south section of suspended sidewalk along the west side of filter basin, Preliminary reinforcing steel inspection was performed by our office on 10-19-09 (ref: FEI report E- 24318), Performed inspection on the reinforcing steel for inter-tie tunnel suspended slab, Reinforcing steel was checked for grade, size, lap, placement, quantities and clearance, Reinforcing steel was secured and supported above grade, Observed the placement of 17,0 yards of Kliife River 4000 psi concrete (mix 2440KIUOKS) into areas noted above, Concrete was placed by pump and was mechanically consolidated, Cast one (1) set of four (4) 4" x 8" concrete test cylinders from load 1, Slump - 6"; air temperature - 52F; concrete temperature - 71 F; air .., .'_ content-3.4%, Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of the on-site test results, 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: ~.7(.~ Michael L. Meyer Technical Manager c: EWEB- Mike Stickling (em ail) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co,- Jake Stucky (em ail) , City of Springfield MLM:sc " This reportand/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific processand/or material evaluated. As such, information contained herein shall not be reproduced in part orfull and/or any part thereof be disclosed without FEr Testing & Inspection, loco's' written authorization. 750 NN ComeIIAvenue' Cavallis, Oregon 97330. phone (541 ) 757-4698, fax (541) 757-2991 29540 BAirport Road' Eugene, 0regJn 97402, phcre(541)684J849' fax (541 )684J851 62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 'phone(541)382-4844' fax (541) 382-4846 ~ftl 11~'II'I~;"II,,'~}'I(II~.lmq RECEIVED OCT 2 6 2009 ESD/MWMC ~ C"",,1echnical & C'1'lnstruclion Services Compressive Strength of Concrete fASTM C 39\ CLIENT EWEB PROJECT Hayden Bridge Water DATE 10-21-09 500E, 4th Ave, Filtration Plant Expansion PROJECT NO. 2087168 EUgene, Oregon 97440 3q5. ~~r~~ ~RT NO, 6697 BPNO. 2008-00225 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION TEST bATE 1'0-21-0'9 11-11-09 11-11-09 Hold AGE (DAYS) 7 28 28 10-14-09 CAST BY D, Delatte DATE RECEIVED 10-15-09 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 2440KIUOKS CEMENT MAX SIZE AGG, 3/4" AEA; Super; Eclipse AIR CONTENT 4.2% 1 TICKET NO. 3444295 SLUMP 63/4" 71" F YARDAGE 10,5 OF 10,5 TIME 12:50 PM 66" F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 Two (2) interior 6" channel walls in the northeast and southeast quadrant and two (2) interior 9" walls near 24" pipe in the northeast quadrant of fiiter basin all from slab to bottom side of upper slab, AREA (IN.'! 12,56 WEIGHT (LBSl 8.43 TOTAL LOAD (LBSl 52275 COMPRESSIVE STRENGTH (PSIl 4160 AVERAGE. STRENGTH (PSll TIME OF TEST 8:10AM TYPE OF FRACTURE- 3 I I I REMARKS: Jake Stucky (Wiidish) was advised of on-site test results, "1- End Cones 2 _ Cone/Splil 3 - Columnar 4- Diagonal 5-Side (lop orboltom) 6 -Side (pointed top or bottom) Reviewed By: rfJ1. --7. ~ Michael L, Me~ Technical Manager c: EWEB- Mike.Sticklin9 (email) EWEB- Wally McCulloU9h (email) OBEC- Pete Slocum (email) Wild ish Buildin9 Co,- Kevin Fitzjarrell (email) Wild ish Buildin9 Co,- Jake Stucky (email) City of.Sprin9field . 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 t#J Cornell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road . EUgene, Oregon 97402 , phone (541) 684-3849 . fax (541) 684-3851 62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846 ~ ~"''''I ~tt Page 1 of 1 .1~'II!lrt;"I~lio'~~.lllli_ Geotechnical & Construc:lion Servires Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 10-19-09 500E, 4th Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No,: E-24318 89,5, t1O-.yckr\ ~~ed. 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 preliminary reinforcing steel inspection on two (2) interior walls in center of filter basin, walls that 24" pipe penetrates, from slab on grade to bottom side of gullet slab and suspended sidewalk along the west side of filter basin. Reinforcing steel was checked for grade, size, iap, placement, quantities and clearance, Final inspection of the reinforcing steel will be performed prior to concrete placement. To the best of our knowledge, the in-progress 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: jJ;,-t~ Michael L Meyer Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (em ail) OBEC- Pete Slocum (email) Wildlsh Building Co,- Kevin Fitzjarrell (email) Wildish Building Co,- Jake Stucky (em ail) City of Springfield o ~~~DV~~' OCT 2 2 2009 MLM:sc .:!J i I L__.,~_. 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 NVV CaneD Avenue' CorvaI~, Oegon 97330, pha1e (541) 757-4698, fax (541) 757-2991 29540 B,AjrpatRood' Eugene, Oegon 97402, phone (541) 684-J849 'fax(541)684-J851 62979 NE Plateau Drive, Suite 3, Bend, Ore90n 97701 . phone (541) 3824844, fax (541) 382-4846 (+)fEJ ~ 11:li.'Um'I;<'II~t.~~~flIIJ~.IH. C"1P.Otecnnirnl R.. C...on.c;tnJdion ~ Compressive Strength of Concrete fASTM C 39\ EWEB 500E. 4th Ave, EUgene, Ore90n 97440 CLIENT DATE ,CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED PROJECT Hayden Bridge Water DATE Filtration Plant Expansion PROJECT NO, ~9d&;~n~ QE1RT NO. 2008-00225 3~ BPNO, 10-19-09 2087168 6661 09-21-09 CAST BY D, Delatte DATE RECEIVED 09-22-09 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 3.5% 1 TICKET NO, 3443563 SLUMP 7" 67" F YARDAGE 9,5 OF 47,0 TIME 8:30 AM 48" F WEATHER Clear SPECIMEN STORAGE ASTM C 31 East half of center and north wall of filter basin; two (2) interior walls in the southwest corner of filter basin, 1"lifl in walls in the southwest corner of basin, AVERAGE STRENGTH (PSI) TIME OF TEST 12:30 PM 12:20 PM 12:25 PM TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) (IN.') (LBSI LOAD (LBS) STRENGTH (PSIl 09-28-09 7 12,56 8.52 56920 4530 10-19-09 28 12,56 8,60 71820 5720 10-19-09 28 12,56 8,54 72850 5800 Hold 5860 REMARKS: Jake (Wildish) and Mike Stickling (EWEB) were advised of on-site test results, .. 1- End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top or bottom) 6 - Side (pointed top or bottom) Reviewed By: (J; . ';( .I?u;r- Michael L. Meyer Technical Manager TYPE OF FRACTURE- 2 2 2 ru~(g~U~~ ~ 1 OCT 2 2 2009 c: EWEB- Mike Sticklin9 (em ail) EWES- Wally McCullou9h (email) OSEC- Pete Slocum (emaill Wildish Buildin9 Co,- Kevin Fitzjarrell (email) Wildish Buildin9 Co,- Jake Stucky (email) City of Springfield Knife River . MLM:sc .:!J 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, loc.'s written authorization. 750 NW Comell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road' Eugene, Oregon 97402 ' phone (541) 684-J849 ,fax (541) 684-3851 62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 'phone (541) 382-4644' fax (541) 382-4646 ~ RECEIVED (~fEJ ocr 20 1009 1I1.'II\Il~;"I~il'~:IIIII~.II'l. Geotechnia::d & C....onstruction Ser\Aces Compressive Strength of Concrete lASTM C 39) CLIENT EWEB 500E. 4th Ave, EUgene, Ore90n 97440 PROJECT Hayden Bridge Water Filtration Plant Expansion 0'15, HdYi~'e:~ BP NO. 2008-00225 DATE PROJECT NO, a.;~ORT NO. 10-14-09' 2087168 6683 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION TEST DATE. 10-14-09" 11-04-09 11-04-09 Hold , AGE (DAYS\ '7 28 28 10-07-09 CAST BY A. Fenstermacher DATE RECEIVED 10-08-09 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 5,5% 1 TICKET NO, 3444076 SLUMP 8" 71" F YARDAGE 10.0 OF 10,0 TIME 12:45 PM 62" F WEATHER Clear SPECIMEN STORAGE ASTM C 31 Fiiter buildin9 6" walls; southeast quadrant, west half of north and south walls; northwest quadrant, west half of walls, AREA (IN.') 12,56 WEIGHT (LBS\ 8.49 COMPRESSIVE STRENGTH (PSI) 4470 AVERAGE STRENGTH (PSIl TIME OF TEST 8:50 AM TYPE OF FRACTURE" 2 TOT At LOAD (LBS) 56195 REMARKS: Jake Stucky (Wildish) was advised of on-site test results, .. 1- End Cones 2 - Cone/Split 3 _ Columnar 4 - Diagonal 5 - Side (lop or bottom) 6.;;. Side (pointed lop or bottom) Reviewed By: /JJ. -;(.~ Michael L. Me" Technicai Manager c: EWEB- Mike Sticklin9 (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Buildin9 Co,- Kevin Fitzjarrell (email) Wildish Buildin9 Co,- Jake Stucky (email) City of.,Sprin9field, . 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, lnc,'s writte.n authorization. . 750 NW Comell Avenue' Corvallis, Oregon 97330' phone (541) 757-4698, fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402. phone (541) 684-3849 'fax (541)684-;3851 62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846 ~P"I ~tt RECEIVED ocr 20 1009 ~ Page 1 of 1 11~'lh'lrt;"I~.'~~.IIII~'IW!I Geotechnical & Construction Services Daily Field Report . Client: Project: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon ~951 /-tlM{cl-et1 B~ 12A. Date: Project No.: Rep'ort No.: Inspector: 10 No.: EWEB 500E,4IhAve, Eugene, Oregon ) 10-14-09 2087168 E-24266 D, Delatte 1080867-88 ICC Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: Overcast BP NQ.: ~-2068~00225 Continuous Inspection: 0 Periodic Inspection: It] Performed inspection on the reinforcing steel for two (2) interior 6" channel walls in the. southeast quadrant; two (2) interior 6" channe'l walls; two (2) interior 9" walls near 24" pipe in the northeast quadrant (slab on grade to bottom of upper slab) of the filter basin area, Reinforcing steel was checked for grade, size, lap, placement, quantities and clearance, Observed, the placement of 10,5 yards of Knife River 4000 psi concrete (mix 2440KIUOKS) into areas 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 - 63/4"; air temperature - 66F; concrete temperature - 71; air content - 4,2%, 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, Re;:~~ 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 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 orfuJl and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 tom ComeIIAvenue' CoIvaIfis, Oregon 97330, phone (541) 757-4698' fax (541) 757-2991 29540 B Airport Road 'Eugene, Oregon 97402, phone (541 )684-3849' fax (541 )6MJ851 62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846 {~Ftl .1~'IUl~:'lII\!..'~;"IIIJl'III\'I. CLIENT } DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED ~ Geo1P.d1nirnl & O:lnslruclion ~ Compressive Strength of Concrete fASTM C 39) PROJECT Hayden Bridge Water Filtration Plant Expansion ~f\5l_ ~~n~~on~ BP NO. _ 2008-00225 DATE PROJECT NO. REPORT NO. EWEB 500E, 4th Ave, EUgene, Oregon 97440 TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) . (IN.'! (LBSI LOAD (LBSI STRENGTH (PSIl '09-21-09 7 12:56 8,14 45950 3660 10-12-09 28 12,50 8,13 57010 4560 10-12-09 28 12,50 8,11 56605 4530 Hold 09-14-09 CAST BY D, Delatte DATE RECEIVED 4000 psi SPECIMEN SIZE 4000 psi SACKS SUPPLIER 2440KIUOKS CEMENT MAX SIZE AGG. Super; Eclipse; AEA AIR CONTENT 1 TICKET NO. 3443308 SLUMP 76" F YARDAGE 8,0 OF 24,0 - TIME 63" F WEATHER Overcast SPECIMEN STORAGE North section of west wall for filter basin and wall in flume between filter N1 and N2, 1" lift in filter basin wail. AVERAGE STRENGTH (PSIl TIME OF TEST 9:40AM 7:40 AM 7:45 AM 4545 REMARKS: Mike Sticklin9 (EWEB) was advised of on-site test results, "1- End Cones 2 _ Cone/Split 3-'Columnar 4- Diagonal 5- Side (top orbollom) 6- Side (pointed top or bottom) Reviewed By: fJ1,;(,~ Michael L Meyer Technical Manager c: EWEB- Mike Sticklin9 (eniail) EWEB- Wally McCulloU9h (email) OBEC- Pete Slocum (email) Wildish Buiidin9 Co,- Kevin Fitzjarrell (email) Wildish-Buildin9 C6,-_Jake Stucky (email) City of Sprin9field Knife River MLM:sc 10-12-09 2087168 6655 09-15-09 4" x 8" Knife River 3/4" 5,8% 41/4" 8:40 AM ASTM C 31 TYPE OF FRACTURE" 2 5 3 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 'vVritten authorization. 750 NW Comeli Avenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirport Road' Eugene, Oregon 97402. phone (541) 684-384g. fax (541) 684--3851 62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 . phone (541) 3824844 'lax(541)382-4846 {~ftl \(~ 11~'m!~;.I~~'n'IUHIIIN. Geotechnical & Construction ServiCES Compressive Strength of Concrete (ASTM C 39\ . EWEB 500E, 4th Ave, EUgene, Ore9on 97440 CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED TEST DATE 10-07-09 10-28-09 10-28-09 Hold AGE (DAYS) 7 28 28 Reviewed By: A,'-;(,fk~ Michael L. Mey) . Technical Manager PROJECT Hayden Bridge Water )DATE Filtration Piant Expansion PROJECT NO. eftS] _~~O~U~PORT NO. , BP NO-,- 2008:00225 10-07-09 2087168 6671 09-30-09 CAST BY D, Delatte DATE RECEIVED 10-01"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 4,8% 1 TICKET NO. 3443839 SLUMP 71/4" l 67" F YARDAGE 8,5 OF 43,0 TIME 10:40 AM 56" F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 East half of south wall, four (4) interior 4' tall walls In the southwest corner and two (2) 9" interior walls in the northwest corner of filter basin. 1" lift in 9" walls, AREA (IN,') 12,56 WEIGHT (LBS) 8.56 COMPRESSIVE STRENGTH (PSIl 4520 AVERAGE STRENGTH (PSIl TIME OF TEST 9:40 AM TYPE OF FRACTURE- 3 TOTAL LOAD (LBSl 56745 "1- End Cones 2 - Cone/Split 3 - Columnar 4- Diagonal 5- Side (top or bottom) 6- Side (pointed top or bottom) c: EWEB- Mike Sticklin9 (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Buiidin9 Co,- Kevin Fitzjarrell (email) Wildish Buildin9 Co,- Jake Stucky (emaill City of Sprin9field Knife River MLM:sc This report and/or enclosed test data is the confidential property oftheclienUo 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 written authorization. 750 NW Comell Avenue' Corvallis, Oregon 97330, phone (541)757-4698 'fax (541) 757"2991 29540 BAirport Road' Eugene, Oregon 97402, phone (541) 684-3849 'fax(541)684-3851 62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 'phone(541)382-4844' faX (541) 382-4846 ~ ~fEI Page 1 of 1 11~'IUlrt;.I~~' ~ :1I111~'IWI Geotechnical & Construction Servires 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.: 10-07-09 2087168 E-24192 A. Fenstermacher 5258882-49 ICC ~ lr\fuJc\u-) e,~' ect Inspection of: Reinforced Concrete Contractor: Wildish Building CO. Weather: Clear BP No.: 2008-00225 Continuous Inspection:. 0 Periodic Inspection: 0 Performed finai inspection on the reinforcing steel for filter building: southeast quadrant, 6" walls, east half of north and south walls; northwest quadrant, 6" walls, west half of 6" walls, A preliminary inspection was performed by our office on 10-06-09 (ref: FEI report E-24191), Observed the placement of 10.0 yards of Knife River 4000 psi concrete (mix 40-SE7) into areas noted above, Concrete was placed by pump and was mechanically consolidated, Cast one (1) set of four (4) 4" x 8" compressive strength cylinders, Notified Jake Stucky (Wildish) of the on-site test results, Slump - 8"; concrete temperature - 71 F; air temperature - 62F; air content: 5.5%, 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 plans dated 02/2008 and applicable workmanship provisions of the I.B,C" except if noted above, Reviewed By: /h.-;(,~. Michael L Meyer Technical Manage. 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 materia! 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 NW Cornel Avenue' Corvallis, Oegm 97330' pha1e(541) 757-4698, fax (541) 757-2991 29540 B!\jrpatRoad 'Eugene, Oegm 97402, phone (541 )684-3849' fax(541)684-3851 62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 v;L ~ftl. Page 1 of 1 11~'mLrf;~I~.'~III{II~illtl._ Gcvo,.,; " ,;ca1 & Construcfun s8rvices Daily Field Report Client:. EWEB. 500E, 4th Ave, Eugene, Oregon Project: Hayden Bridge Water Filtration Plant Expansion Springfieid, Oregon Date: Project No.: Report No.: Inspector: 10 No,: 10-06-09 2087168 E-24191 A Fenstermacher 5258882-49 ICC ~61 \-\cu..fokn 5~ \d;l Inspection of: Reinforcing Steel Contractor: Wlldish Building Co, Weather: Clear BP No.: - 2008-00225 Continuous Inspection: 0 Periodic Inspection: 0 Performed preliminary inspection on the reinforcing steel for 6" interior walls of the filter building in the northwest and southeast quadrants, Reinforcing steel was checked for size, grade, laps, 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: Ih. "7,~ Michael L. ~eyr Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEe- Pete Slocum (email) Wildish 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 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 NVV CanellAvenue' Cavallis, 0reg:Jn 97330' phone (541) 757-4698, fax (541 )757-2991 I 29540 Bl\jrpat Rood 'E"9ff\8, 0reg:Jn97402' phme(541)684J849' fax (541) 684J851 62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 'phone (541) 3824844, fax (541) 382-4846 f<tCtIVED OCT 1 5 1009 ~ftl ~ Compressive Strength of Concrete (ASTM C 39\ 11:"'lh'lfl;4I1N.'~~'IIII~llIIIH. Geoted1nic::JI & Cnnstn...lcticY SP.rvices CLIENT PROJECT Hayden Bridge Water Filtration Pi ant Expansion 3Oj51 Ho1I~ll~)~~ Qd. BP NO, :2008-00225 DATE PROJECT NO. REPORT NO. EWEB 500E, 41h Ave, Eugene, Ore90n 97440 10-02-09 2087168 6641 DATE CAST 09-04-09 CAST BY D, Delatte DATE RECEIVED 09-05-09 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 2440KIUOKS CEMENT MAX SIZE AGG, 3/4" ADDITIVES AEA; Super AIR CONTENT 5,1% LOAD NO. 1 TICKET NO, 3443062 SLUMP 6" CONCRETE TEMP 72" F YARDAGE 9,0 OF 18:0 TIME 7:30 AM AIR TEMP 55" F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 POUR LOCATION The south section on west wall of filter basin, LOAD 1 SAMPLED Bottom half of wall. TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS I (IN,') (LBSI LOAD (LBSI STRENGTHIPSI) 09-11-09 7 12,56 8,30 60840 4840 10-02-09 I 28 12,56 8,31 74730 5950 10-02-09 ' I 28 12,56 8,29 73260 5830 Hold I AVERAGE STRENGTH (PSI) TIME OF TEST 9:10AM 8:10AM 8:15AM 5890 "1- End Cones 2 _ Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (lop or bottom) 6 - Side (pointed lop or bottom) Reviewed By: (h,-t.~ Michael L, Meyer Technical Manager c: EWEB- Mike Stickling (ernail) EWEB- Wally McCulloU9h (ernail) OBEC- Pete Slocum (ernail) Wildish Buildin9 Co,- Kevin Fitzjarrell (ernail) Wiidish Building Co,- Jake Stucky (email) City of Sprin9field Knife Rive'r 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 orfufl and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 NW Cornell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698 'fax (541) 757-2991 29540 B Airport Road' Eugene, Oregon 97402 ' phone (541) 684-3849 ' fax (541) 684-3851 62979 NE Plateau Drive, Suite 3 'Bend, Oregon 97701 'phone(541)382-4844' fax (541) 382-4846 TYPE OF FRACTUREri 5 3 5 1>(0 a (I C/o ~. c? "?- ~~ ~ >0/ ~~ S"~. r.l Page 1 of 1 11)"IINrt;.11~'jjl'llll~IIIIIL. Geotechnical & Construction Servres Daily Field Report Client: EWEB 500E, 4th Ave, Eugene, Oregon Project: Hayden Bridge Water Filtration Date: Plant Expansion Project No.: Springfield, Oregon Report No.: I , 'ilvirl M () A Inspector: 3951 Tl~tkn D' "^O'LJ..\. 10 No,: 09-30-09 2087168 E-24120 D. Delatte 1080867-88 ICC Inspection of: Reinforced Concrete Contractor: Wildish Building Weather: Overcast BP No.: 2008-00225 Continuous Inspection: 0 Periodic Inspection: 0' Performed final inspection on the reinforcing steel for walls at the filter basin, east half of south wall; four (4) 4' tall interior walls in the southwest corner of basin; two (2) interior 9" walls in the northwest corner of basin, Preliminary inspection of walls were performed by our office on 09-23-09 and 09-29-09 (ref: FEI reports E-24039 and E-241 04), Observed the placement of 34,0 of 43,0 yards of Knife River 4000 psi concrete (mix 2440KIUOKS) into walls noted above, Concrete was placed by pump and was mechanically consolidated, Cast one (1) set of four (4) 4" x 8" concrete test cylinders from load 1. Slump - 7 1/4"; air temperature - 56F; concrete temperature - 67F; air content - 4,8%, Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of the on-site test results, 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: /h, "!'flu;-- Michael L. Meyer Technical Manager c: EWEB- Mike Stickling (em ail) EWEB- Wally McCulloU9h (em ail) OBEe- Pete Slocum (email) Wildish Building Co,- Kevin Fitzjarrell (email) Wildish Building Co,- Jake Stucky (email) City of Springfieid RECEIVED OCT 0 6 Z009 MLM:sc This report and/or enclosed test data is the confldential property of the client to whom it is addressed and pertains 10 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 Vvritten authorization. 750 rw CaneII Avenue' CoIvaIis, 0regl19T.m' phooe (541) 7574)98' fax (541) 757-2991 29540 B Airport Read . EUg'JIl8, Qegl197402.' phooe(541)684-3849' fax (541) 684.,1851 62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 'phone (541) 382-4844' fax (541 )382-4846 kR.. Sftl Page 1 of 1 11:"II~II'J;"I~.'r.'UlllJr_ Gvv~c..,; " .;cal & Cons1JUclion ServiCBs Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 09-29-09 500E, 4th Ave, Plant Expansion Project No.: 2087168 Eugene,Oregon Springfield, Oregon Report No,: E-24104 2>95l ~Bnd~ (U\. Inspector: D, Delatte ID No.: 1080867-88 ICC Inspection of: Reinforcing Steell Weather: Overcast Continuous Inspection: 0 Epoxy Anchors Contractor: Wildish Buiiding Co, BP No.: 2008-00225 Periodic Inspection: 0 Performed preliminary reinforcing steel inspection for walls at the filter basin area, four (4) interior 6" walls in the southwest section of basin and two (2) interior 9" walls in the northwest section of basin for gullet. Reinforcing steel was checked for grade, size, lap, placement, quantities and clearance, Final inspection will be performed prior to concrete placement. . ;1.. Also, observed the installation of six (6) 5/8" x 7" stainless steel all-thread epoxy anchors into concrete walls for mixer support bracket, two (2) anchors at each bracket except for the southwest connection, which were changed to thru-bolts, Prior to installation, the predrilled holes were cleaned with compressed air and a brush, Verified minimum embedment depth of 5", Anchors were secured with Epcon A-7 epoxy adhesive (ICC - ESR 55601 expiration date 10-28-10), Contractor stated nuts and brackets will be installed after epoxy has set. 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: /h.';(~ . Michael~,'~ Technical Manager c: EWEB- Mike Stickling (em ail) EWEB- Wally McCullough (em ail) OBEC- Pete Slocum (email) Wildish Building CO.- Kevin Fitzjarrell (em ail) Wildish Building Co.- Jake Stucky (em ail) City of Springfield MLM:sc " RECEIVEL> OCT 0 6 Z009 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 NN Come/I Avenue' Cavallis, Oregon 97330, phone (541) 757-4698 ,fax (541) 757-2991 29540 B Airport Road ' Eugene, Oregon 97402 ' phone (541) 684-J849' fax (541) 684J851 62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 'phone (541) 3824844, fax (541) 382-4846 {~ftl ~ 11::.'mICl;th\~':i:.IltJ~_ (,;:y)tP.rllnirnl &. O1nstruclinn Services Compressive Strength of Concrete lASTM C 39) EWEB 500E, 4th Ave, EUgene, Ore90n 97440 CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED . 'TEST' ,DATE 09-28-09 10-19-09 10-19-09 Hold AGE (DAYS) 7 28 28 PROJECT Hayden Bridge Water DATE Filtration Plant Expansion PROJECT NO, Sprin9field, Ore90n ,.Q..l REPORT NO. tl~ck.n Bri~ IUJ\. 2008-00225 09-28-09 2087168 6661 8'15} BPNO, 09-21-09 CAST BY D. Delatte DATE RECEIVED 09-22-09 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 3,5% 1 TICKET NO. 3443563 SLUMP 7" 67" F YARDAGE 9,5 OF 47,0 TIME 8:30AM 48" F WEATHER Clear SPECIMEN STORAGE ASTM C 31 East half of center and north wall of filter basin; two (2) interior walls in the southwest corner of filter basin, 1st lift in walls in the southwest comer of basin. AREA (IN,') 12;56 WEIGHT (LBSl 8,52 TOT At lOAD (lBS) 56920 COMPRESSIVE STRENGTH (PSI) 4530 AVERAGE STRENGTH (PSI) TIME OF TEST 12:30 PM TYPE OF FRACTURE" 2 REMARKS: Jake (Wildish) and Mike Stickling (EWEB) were advised of on-site test results, "1- End Cones 2 - Cone/Split 3 -Columnar 4-Diagonal 5-: Side (top or bottom) f3 - Side (pointed top or bottom) ReViVed By t ~ ~ Michael L Meyer Technical Manager c: EWEB- Mike Sticklin9 (email) EWEB- Wally McCulloU9h (email) OBEC- Pete Slocum (email) Wildish Buildin9 Co,- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (em ail) City of Sprin9field Knife River MLM:sc RECCIVE\. OCT 0 6 ?nn~ 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 FEr Testing & Inspection, Inc.'s written authorization. 750 NW Comell Avenue. Corvallis, Oregon 97330, phone (541) 757-4898, fax (541) 757-2991 2954Q B Airport Road' Eugene, Oregong7402 ' phone (541) 684-3849 , fax (541) 684-3851 62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701' phone (541)382-4844' tax (541) 382-4846 ~ SfEI ~ Compressive Strength of Concrete (ASTM C 39\ 11:t.'ml~;IIIII~~'~;'lllh'IllI~I" C"J<""Aj~"'-"""":-lll;rnI'& Q)ns1nJdion Services CLIENT EWEB 500E, 4th Ave, EUgene, Oregon 97440 PROJECT Hayden Bridge Water DATE Filtration Plant Expansion PROJECT NO. Sprin9field, Ore90n REPORT NO, .~ck:n ~vid.s-t.~- 2008-00225 ' 3951 BPNO. DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO, CONCRETE TEMP AIR TEMP POUR LOCATION CAST BY DATE RECEIVED SPECIMEN SIZE . SUPPLIER MAX SIZE AGG, AIR CONTENT SLUMP TIME SPECIMEN STORAGE 08-28-09 4000 psi EWEB SACKS CEMENT TICKET NO. YARDAGE WEATHER Section ofwaJl in existing.flume. OF TEST AGE AREA WEIGHT TOTAL COMPRESSIVE " . (IN.'! LOAD (LBS) STRENGTH (PSI) DATE (DAYS) (LBSl . '09,04-09 7. 12,56 8,47 48430 3860 09-25-09 28 12,56 8,46 68310 5440 09-25-09 28 12.56 8,51 65200 5190 , Hold AVERAGE STRENGTH (PSI) TIME OF TEST 10:20 AM 9:20 AM 9:25 AM 5315 .. 1- End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top or bottom) 6 - Side (pointed top or bottom) Rev;::{ Il/fr Ji.t..... Michael L, Meyer Technical Manager c: EWEB- Mike Sticklin9 (email) EWEB- Wally McCulloU9h (email) OBEC- Pete Slocum (em ail) Wildish Buildin9 C.o,- Kevin Fitzjarrell (email) Wildish B~ildin9 Co,- Jake Stucky (em ail) .CityofSprin9field . 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, tnc:s written authorization. 750 NW Comell Avenue. Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirport Road' Eugene, Ore90n 97402' phone (541) 684-3849 . fax (541) 684-3851 62979 NE Plateau Drive, Suite 3' Bend, Oregon 97701 'phone (541)382-4844' fax (541) 382:4346 ~ ~ --_..~.- , , ~.~--.. 09-25-09 2087168 6621 08-29-09 4" x8" Knife River 3/4" ASTM C 31 r TYPE OF FRACTURE- S 2 2 RECEIVEl OCT 0 5 l009