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Home My WebLink AboutPermit Field Test & Inspection Report 2009-1-16 ~ ~P"~ ~ftl Page 1 of 1 11~'III'lnt;<lIll''''~:'IIIII~.I\'l'' 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: ID No.:' 01-16-09 2087168 E-22207 A. Fenstermacher 5258882-49 ICC Inspection of: Reinforced Steel Contractor: Wildish Building Co. Weather: .~F9g... . BP No.:.': .:. 200JI:99225 Continuous Inspection: 0 Periodic Inspection: 0 Performed final inspection on the reinforcing steel for wall #20. A preliminary inspection was performed on 01-07-09 (reference FEI report E22123). Observed the placement of 28 yards of Knife River 4000 psi concrete (mix 40-SE7) into areas noted above. Concrete was placed by pump and was mechanically consolidated. Tested load 1 for mix design compliance: concrete temperature-54F; air temperature- 31 F; slump- 6 1/2"; air content- 5.4%. Cast one (1) set of four (4) 4" x 8" concrete test cylinders from load 2. Notified Jake Stucky (Wild ish) of on-site results: concrete temperature- 62F; air temperature- 38F; slump- 61/4"; air content- 3.8%. 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. RP=r~ Michael L. Meyer ;;;;e Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCulloU9h (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 not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 7fJJ tWV CcmeIIAvenue' CavaDis, Qegm 97330, phcre(541) 757-4698, fax (541) 757-2991 29540 B Airpcrt Road . Eugene, Qegm 97402, pha1e (541)684-J849' fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend. Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846 ~""I ~.t!: Page 1 of 1 1I:It.'llUrI;'I~~'~;'llll~_ Gc.v~~ " ,;CaJ & 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.: 01-14-09 2087168 E-22187 A. Fenstermacher 5258882-49 ICC Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: Fog 'BPNo::'-'2008-00225 Continuous Inspection: 0 Periodic Inspection: Iil Performed final inspection on the reinforcing steel for coagulant building slab on grade, elevated slabs for raw water channel above walls #24 and #30, walls on east and. west side for raw water channel above wall #25. Preliminary inspections were performed on 12-23-08,01-05-09 and 01"09-09 (reference FEI report numbers E22072, E22107 and E22151). Observed the placement of 88 yards of Knife River 3000 psi concrete (mix 30-1 K) into coagulant slab and 18 yards of Knife River 4000 psi concrete (mix 40-SE7) into walls and elevated slabs. Concrete was placed by pump and was mechanically consolidated. Performed field tests to verify mix design compliance. load 1 was tested initially to an air content of 7.7%. load 1 was set aside and load 2 was tested: slump~ 5"; concrete temperature- 63F; air temperature- 38F; air content- 6.5%. Upon completion of load 2, load 1 was retested: slump- 5 1/2"; concrete temperature- 62F; air temperature- 37F; air content- 6.7%. EWEB approved the use of load 1 in the thickened slab area. No test cylinders were cast from load 1 or 2 of 3000 psi concrete (mix 30-1 K). Cast three (3) sets of four (4) 4" x 8" compressive strength cylinders. Notified Jake Stucky (Wildish) and Mike Stickling (EWEB) of on-site results. I Load 3 (mix 30-1K) I Load 8 (mix 30-1K) Load 1 (mix 40-SE7l I CT- 64F I CT- 62F CT- 59F I AT- 39F I AT- 43F AT- 42F I S- 6" I S- 6" S- 7" I AE-7.3% I AE-6.1% AE-5.3% CT - concrete temperature; AT-air temperature; S- slump; AE- air content 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. ;;1nh- Michael L. Meyer for 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 or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 rw Cornell Avenue' Corvanis, Qegxi 97330 . phone (541) 757-4698 . fax (541) 757-2991 29540 8 Airport Road, Eugene, Oegon 97402 . phone (541) 6IJ4.J849 . fax (541) 684J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 SF;l 11~'II~lrt;41I~~'W~IIIIIIIIIHII CLIENT EWEB 500E. 4th Ave. Eugene, Oregon DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED TEST DATE 01-15-09 02-05-09 02-05-09 Hold AGE (DAYS) 7 28 28 Geob.; " ~I & Construdion Services Compressive Strength of Concrete (ASTM C 39) PROJECT DATE PROJECT NO. REPORT NO. 01-15-09' 2087168 6162 Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon B.P. NO. 2008-00225 01-08-09 CAST BY A. Fenstermacher DATE RECEIVED 4000 psi SPECIMEN SIZE 4000 psi SACKS SUPPLIER 40-SE7 CEMENT MAX SIZE AGG. Super; Eclipse; AEA; Hot water AIR CONTENT 2 TICKET NO. 3160663 SLUMP 64" F YARDAGE.' 10.0 OF 40.0 TIME 52" F WEATHER Showers SPECIMEN STORAGE Baffle wall north of wall #29; wall #21; remaining ramp walls (except west end). From 1't lift in number 21. AREA (IN.'! 12.56 WEIGHT (LBS! 8.3 TOTAL LOAD (LBSI 47800 COMPRESSIVE STRENGTH (PSIl 3810 AVERAGE STRENGTH (PSIl TIME OF TEST 8:30 AM 01-09-09 4" x8" Knife River 3/4" 4.6% 6" 1:10 PM ASTM C31 TYPE OF FRACTURE- 5 **1 - End Cones . 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (tcp or bottom) REMARKS: Jake Stucky (Wildish) and Mike Stickling (EWEB) was advised of on-site test results. Reviewed By: Ie: UNmlt -'~ Michaell. Meyer mr Technical Manager ~ c: EWEB- Mike Stickling (email) EWEB~ Wally McCullough.(email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (email) City of Springfield Knife- River MLM:sc RECEIVED J4N.2 0 2008 This report and/or enclosed. test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 7fIJ NN Cornell Avenue' Cavallis. Oregon 97330. phone (541) 757-4698' fax(541) 757-2991 29540 8 Airport Rood . Eugene, Oregon 97402 . r;V1me (541)684-3849 . fax (541) 684-3851 630fIJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846 ~ftl Geotechnical & Construdion Services Compressive Strength of Concrete (ASTM C 39) , 11;"II~lct;"'I~..,~;,.nth\.I~l" CLIENT EWEB 500E. 4th Ave. Eugene, Oregon PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 01-16-09 2087168 6164 B.P. Nef 2008-00225 DATE CAST 01-09-09 CASt BY J. Keller DATE RECEIVED 01-10-09 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 2440K1 UOKS CEMENT MAX SIZE AGG. 3/4" ADDITIVES ~Super; Eclipse AIR CONTENT 6.0% LOAD NO. 1 TICKET NO. 3160681 SLUMP 8" CONCRETE TEMP 630 F YARDAGE 6.0 OF TIME 10:10AM AIR TEMP 410 F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION Elevated walkway above wall #23. TEST DATE 01-16-09 02-06-09 02-06-09 Hold AGE (DAysl 7 28 28 AREA (IN.') 12.50 WEIGHT (LBsl 7.9 TOTAL LOAD (LBsl 32800 COMPRESSIVE STRENGTH (Psll 2620 AVERAGE STRENGTH (PSI) " TIME OF TEST 1:20 PM TYPE OF FRACTURE~ 5 **1 - End Cones '. 2 - Cone/Split 3 - Columnar ~ -Diagonal 5 -:- Side (tcp and bottom) 6 - Side (top or bottom) REMARKS: Mike Stickling (EWEB) was advised of on-site test results. Re~::::.0r? _ . f//VVP-v,'7 .(;,r 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 (email) City of Springfield Knife River MlM:sc This report and/or enclosed test oata 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 wi!hout FEI Testing & Inspection, Inc.'s written authorization. 7fJJ N-N ComeII Ava1Ue' eavams, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirpcxt Road, Eugene, Oregon 97402, phme (541) 684-3849 . fax (541) 684-J851 63050 Corporate Place, Surte 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846 {~Ft' 11r..'II~lrf;<1II~~'ll;'lllltl.l~lti G.:..,UoJ ,,1ical & ConStrudion Services Compressive Strength of Concrete (ASTM C 39) CLIENT EWEB 500E. 4th Ave. Eugene, Oregon PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. '01-16-09 2087168 6163 B.P. NO. . _ 1.008-00225 DATE CAST 01-09-09 CAST BY J. Kelier DATE RECEIVED 01"10-09 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 2440K1VOZF CEMENT MAX SIZE AGG. 3/4" ADDITIVES Adva; Eclipse; Fiber; Hot water AIR CONTENT 4.9% LOAD NO. 3 . TICKET NO. 3160677 SLUMP 71/2" CONCRETE TEMP 65" F YARDAGE 7.00 OF TIME 9:30 'AM AIR TEMP 34" F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR lOCATION Slab #18. LOAD 3 SAMPLED ,Near center AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN', (LBSl LOAD (LBS) STRENGTH (PSn wsn TEST FRACTURE" I 01-16-09 7 12.50 8.3 44200 3540 1:35 PM 5 I . 02-06-09 28 I 02-06-09 28 , ., I Hold "'''1- End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 ~ Side (top or bottom) REMARKS: Mike Stickling (EWEB) was advised of on-site test results. , R;;;4h Michael L. Meyer ~ Technical Manager , c: EWEB- Mike Stickling (email) EWEB- Waliy McCullough (email) OBEC- Pete Slocum (emall) Wildish Building Co.- Kevin Fitzjarreli (email) Wilciish Building Co.- Jake Stucky (email) City of Springfield , Knife' River 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. R~e~IV~~ JAN 9! 'U~g MLM:~~ 700 NW Cornell Avenue' CoMlIIis, 0reg:Jl197330' phone (541) 757-4698. fax (541) 757-2991 29540 BAitpatRood . Eugene, Oegon 97402 . phone (541 )684J849. fax(541)684-J851 63050 Corporate Place, Surte2' Bend, Oregon 97701' phone (541) 382-4844 . fax (541) 3824846 RECEIVED JAN 2 ~ ?nOB