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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-5-15 lU- ~FE' Ocv;c<:,; " ,~ & Construction Services Compressive Strength of Concrete (ASTM C 39) 1!2l.'llfl";41Ii'...':n'II'H.I~l. CLIENT EWEB 500E. 4th Ave, Eugene, Oregon 97440 PROJECT Hayden Bridge Water Filtration Plant Expansion , Springfield, Oregon DATE PROJECT NO. REPORT NO. 05-15-09 2087168 6430 B.P,NO. 2008-00225 DATE CAST 05-11-09 CAST BY D, Delatte DATE RECEIVED 05-12-09 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8" STRENGTH PLACED 4000 psi ' SACKS SUPPLIER Knife River / PRODUCT CODE 2440KIUOKS CEMENT MAX SIZE AGG, 3/4" ADDITIVES Super; Eclipse; AEA AIR CONTENT 3,6% LOAD NO. 1 TICKET NO, 3379959 SLUMP 5" CONCRETE TEMP 690 F YARDAGE 3,0 ' OF 3,0 TIME 1:35 PM AIR TEMP 650 F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION New wall at blue hood patch, TEST DATE 05-15-09 05-18-09 06-08-09 06-08-09 Hold AGE (DAYS) 4 7 28 28 AREA (IN,') 12,56 WEIGHT (LBS) 8.60 , TOTAL LOAD (LBS) 49915 COM PRESSIVE STRENGTH (PSIl 3970 AVERAGE STRENGTH (PSI) TIME OF TEST 9:45 AM TYPE OF FRACTURE- 6 **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: /h. i.~----- Michael L, ~eyE' Technical Manager c:' EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co,- Kevin Filzjarrell (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 andfor material evaluated. As such, information contained herein shalt not be reproduced in part or full and/or any part thereof be disclosed without.FEl Testing & Inspection, Inc,'s written authorization. 7f{J r-NV Cane! Avenue' CavaIIis, 0'egl197330 ' phcre (541) 757-4698 . fax (541) 757-2991 29540 B Airpcrt Road ' Eugene, 0'egl197402 ' phcre (541) 684-3849 ,fax (541) 684-3851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 . phone (541) 382-4844 ' fax (541) 382-4846 III ~...... ~Yttl Page 1 of 1 11;"'IINrt;"lf~'~;"III/ .IMI' Cc.J"':: ,1ical & Construdion SeIvires Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 05-15-09 500E, 4th Ave, Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-22986 Inspector: D, Delatte ID No.: 1080867-88 ICC Inspection of: Reinforced Concrete Weather: Clear Continuous Inspection: 0 Contractor: Wildish Building Co, BP No.: 2008-00225 Periodic Inspection: 0 Performed inspection on reinforcing steel in west end of south ramp slab on grade, Reinforcing steel was checked for grade, size, lap, placement and clearance, Reinforcing steel was secured and supported on concrete dobie blocks, Observed the placement of 10,0 yards of Knife River 4000 psi concrete (mix 2440KIUOKS) in slab area noted above, Concrete was placed directly from truck and was manually consolidated, Cast one (1) set of four (4) 4" x 8" concrete test cyiinders, Slump - 8"; air temperature - 59F; concrete temperature - 68F; air content - 4,0%, Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of the on-site test results and was asked to notify our office when additional services are needed, To the best of our knowledge, the work inspected was in accordance with plans dated 11-10-08 and applicable workmanship provisions of the I.B,C:, except if noted above. Reviewed By: A,~~ Michael L Meyer Technical Manager c: EWEB- Mike Stickling (em ail) 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 This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process andlor material evaluated. As such, information contained herein shall not be reproduced.in part or full and/or any part thereof be disclosed without FEl Testing & Inspection, Inc,'s written authorization,' R~C~' ~4v /V~, f <0 I, 100,9 MLM:sc .41 .. 1;1 ) 7m N-N CanelJAvenue' CavaIIis, Qega197330' j:tIcre (541)757-4698' fax (541) 757-2991 . 29540 BAirport Road' Eug€ne, Qega197402' 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 EWEB 500E. 4th Ave, Eugene, Oregon 97440 ~fEl 11:"II~lrt~.I~Io'~~.IIII~.I~L. CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP . AIR TEMP POUR LOCATION TEST DATE I' 05-15-09 I 06,05-09 I 06-05-09 , I Hold AGE (DAYS) 7 28 28 ~~ Gcv:~', 1icaI & Construdion Servires . Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Ore90n DATE PROJECT NO. REPORT NO. 05-15-09 2087168 6421 B.P. NO. 2008-00225 05-08-09 CAST BY D. DelaUe . DATE RECEIVED 05-09-09 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 2,8% 1 TICKET NO. 3354410 SLUMP 8" 67" F YARDAGE 10,0 OF 30,0 TIME 10:45 AM 57" F WEATHER Clear SPECIMEN STORAGE ASTM C31 Retaining wall at west end of south ramp, slab on grade at the north gallery filter entrance. AREA (IN.') 12,56 COMPRESStVE STRENGTH (PSn 4440 AVERAGE STRENGTH (PSI) TYPE OF FRACTURE-- 6 TIME OF TEST 9:20 AM WEIGHT (LBS) 8.41 TOTAL LOAD (LBS) 55740 **1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal .6 - Side (top or bottom) 5 - Side (top and bottom) REMARKS: Jake Stucky (Wlldish) and Mike Stickling (EWEB) were advised of the on,slte test results, Reviewed By: A. ';{, iJ;-- Michael L. Meyer Technical Manager c: EWEB- Mike Stickiing (em all) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co,- Kevin Fitzjarrell (emall) Wild ish Building Co,- Jake Stucky (email) City of Springfield Knife River MLM:sc R~C ~/V .o/4r I ~D 81(J(j. . rg 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, Inc.'s written authorization, , 7f'iJ rwv CaneII Avenue' CorvoJrlS, Qegon 97330. phooe(541) 757-4698, fax (541) 757-2991 29540 B Airpat Reed ' Eugene, Qegon 97402 . phooe (541) 684-.'l849' fax (541) 684-J851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846 EWEB 500E, 4th Ave, Eugene, Oregon 97440 ~""I ~yrt 11:"'IINrt;"IfI.'~1'1lIl\'.m. CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED ~t. Gcv~ ,1iCaI & Construction Services Compressive Strength of Concrete (ASTM C 39) PROJECT DATE PROJECT NO, REPORT NO. Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon 05-14-09 2087168 6358 B.P.NO. 2008-00225 04-16-09 CAST BY D, Delatte DATE RECEIVED 04-17-09 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 4,7% 1 TICKET NO. 3354307 SLUMP 6 1/2" 60' F YARDAGE 10,0 OF 36,0 TIME 9:20 AM 48' F WEATHER Clear SPECIMEN STORAGE ASTM C31 EQ Tank ring wall and center pad footing and three (3) walls at north riser box to elevation 588' 1" lift in ring wall. AVERAGE TE~T ' AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTHIPSI) (PSI) TEST FRACTURE- I 04-23-09 I 7 12,56 8,36 47885 I 3810 8:35 AM 2 I I 05,14-09 I 28 12,56 8,39 65200 5190 9:45AM 4 I I 05-14-09 I 28 12,56 . 8,32 67820 I 5400 5295 9:50 AM 3 I I Hold I I *"1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Jake Stucky (Wildish) was advised of on-site test resuits, Reviewed By: jJ;. X-jA-Uf _____ Michael L, ~eyr 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 YJilhout FEI Testing & Inspection, Inc,'s written authorization. 7fIJ NW CaneII Avenue' CavalfIS, Clre(pl97330' phme(541) 757-4698' fax (541) 757-2991 29540 B Airpcxt Rrnd ' Eugene, Clre(pl97402 ' pticre (541) 684-J849 ,fax (541) 684-J851 630fIJ Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541 ) 382-4844 ' fax (541) 382-4846 \1- SfEJ Page 1 of 1 11;..'llnrt;lIlilr.' ~:'.IIIUIIm!I GE,..~ " ,G31 & ConstrucOOn Services . Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 05-11-09 500E, 4th Ave, Plant Expansion Project No.: 2087168 Eugene, Oregon' Springfield, Oregon Report No.: E-22964 Inspector: D, Delatte ID No.: 1080867-88 ICC Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: 0 Contractor: Wildish Building Co, BPNo.: 2008-00225 . Periodic Inspection: 0 Performed inspection on .the reinforcing steel for infill wall in fiume near manhole for blue hood patch, Reinforcing steel was checked for grade, size, lap, placement and clearance, Reinforcing steel was secured with tie wire, Observed the placement of 3,0 yards of Knife River 4000 psi concrete (mix 2440KIUOKS) in wall noted above, Concrete was placed by pump and was mechanically consolidated, Cast one (1) of fille (5) 4" x 8" concrete test cylinders, Slump - 5"; air temperature - 65F; concrete temperature - 69F; air content- 3,6%, Jake Stucky (Wildish) was notified of the on~site test results and was asked to notify our office when additional services are needed, To the best of our knowledge, the work inspected was in accordance with plans dated 11-10-08, RFI 96 and applicable workmanship provisions of the I.B,C., except if noted above, Reviewed By: A.~~ Michael L Meyer Technical Manager c: EWEB- Mike Stickling (emaH) EWEB- Wally McCullough (emaH) OBEC- Pete Slocum (email) Wildish Building Co,- Kevin Fitzjarrell (email) WHdish 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 tie reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 700 ~ CaneIIAvenue' 0:JvaIIis, CJregm 97330' phone (541) 757-4698, fax(541) 757-2991 29540 B Airport Road . Eugerle, O'egon 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". ~~ttl Page 1 of 1 11::"'III\rt;4I:I~"'~U((fmjlWI Geotec:hnialJ.& Construction Services . Daily Field Report EWEB 500E, 4th Ave, Eugene, Oregon Project: Hayden Bridge Water Filtration Piant Expansion Springfield, Oregon 05-08-09 2087168 E-22947 0, Delatte 1 080867-88 ICC Continuous Inspection: 0 Periodic Inspection: 0 Client: Date: Project No.: Report No.: Inspector: ID No,: Inspection of: Reinforced Concrete Contractor: Wildi.sh Building Co, Weather: Clear BP No.: 2008-00225 Performed final inspection on the reinforcing steel for retaining wall at west end of south ramp and slab on grade at the north gallery filter entrance, Preliminary reinforcing steel inspection, was performed by our office on 05-05-09 (reference FEI repo~ E-22914), Observed the placement of 30,0 yards of Knife River 4000 psi concrete (mix 2440KIUOKSj in areas noted above. Concrete was placed by pump and directly from truck at slab area and mechanically. consolidated, Cast one (1) set of four (4) 4" x 8" concrete test cylinders, Slump - 8"; air temperature - 57F; concrete temperature - 67F; air content ~ 2,8%, Note: advised Mike Stickling (EWEB) and Jake Stucky (Wildish) about entrained air in load 1, Knife River QC representative recorded an air entrainment of 5,8% before Superplasticizer was added to load 1 on jobsite. Air was rechecked by FEI after mixing, Air was 4,8%, Placement was started and mix was're-sampled for compressive strength cylinders and related field testing after approximately one-third of load was discharged. Air content was recorded'at 2,8% by FEI and 2.6% by QC representative, Load 3 was checked after Superplasticizer was added for air content. FEI recorded 2,6% and QC representative,recorded 2,5%, Mr. Stickling contacted EOR and received verbal approval to continue placement. ' Also, observed the installation of twelve (12) 518" x 18" stainless steel all-threads into slab and walls at flume for blue hood patch per detail on S434 except wall was moved :t30' east near M H as noted on RFI 96, Prior to installation: the predrilled holes were cleaned with co'mpressed air and a brush, Verified embed depth of 6", Anchors were secured with Epcon A7 epoxy adhesive (ICC- ESR 2351/ expiration date 05-12-10). To the best of our knowledge, the work inspected was in accordance with plans dated 11-10-08, RFI96 and applicable workmanship provisions of the I.B.C" except if noted above, Reviewed By: JJJ. '"1[.~----- Michael LMe~ Technical Manager c: ,EWEB- Mike Stickling (email) EWES-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,ieport 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 orfull and/of any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. RtCtlllto MAY; . Blf/flq 7~ IWJ ComeII AVEl'll.e' CavaIIis, Oegon 97330 ' phone (541) 757-4698, fax (541) 757-2991 29540 BAirport Road, Eugene, Oegon 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 < .'., .