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Home My WebLink AboutPermit Field Test & Inspection Report 2009-2-20 ~Ftl Geotechnical & Consln.dion Services Compressive Strength of Concrete (AsTM C 39) 11~'llllrt;"l~~':J~'I(IJI\.IfI. CLIENT EWEB 500E. 4th Ave. Eugene, Oregon PROJECT Hayden Bridge Water . Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 02-20-09 2087168 6164 B.P. NO. . .-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 2440K1UOKS . CEMENT MAX SIZE AGG. 3/4" ADDITIVES Super; Eclipse; Hot water AIR CONTENT 6.0% LOAD NO. 1 TICKET NO. 3160681 SLUMP . 8" CONCRETE TEMP 63' F YARDAGE 6.0 OF TIME 10:10AM AIR TEMP 41' F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION Elevated walkway above wall #23. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIM E OF TYPE OF DATE (DAYSl (IN.'1 (LBSl LOAD (LBS\ STRENGTH (PSII (Psn TEST FRACTURE- 01-16-09 7 12.50 7.9 32800 2620. 1:20 PM 5 02-06-09 28 12.56 8.0 40900 3260 10:10AM 3 02-20-09 42 12.69 8.1 44060 3470 8:10AM 5 03-06-09 56 "*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 resuits. Reviewed By: fh . '-f:. /1... ------- Michaell. Me~er;--- Technical Manager c: EWEB- Mike Stickling (email) 'EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarreil (email) Wildish Building Co.- Jake Stucky (email) City of Springfieid 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 Of full and/or any part thereof be disclosed 'Nithout FEI Testing & Inspection,. Inc.'s written authorization. 750 NW CaneII A_ue' CavaDis, Qeg:x197330' phme (541) 757-4698, fax (541) 757-2991 29540 B AirPort Road . Eugene, Qeg:x1 97402 . phme (541) f384..3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 SfEl 11:"llm,;.,~~'Jta'IIII~.I~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 3 SAMPLED Geotechnical & Construction Services Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 02-27-09. 2087168 6186 B.P. NO. 200a~0-0225 01-30-09 CAST BY A. Fenstennacher DATE RECEIVED 01-31-09 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 40-SE7 CEMENT MAX SIZE AGG. 3/4" Super; Eclipse; Hot water AIR CONTENT 3.5% 3 TICKET NO. 3354055 SLUMP 8 1/4" 580 F YARDAGE 10.0 OF 44.0 TIME 10:30 AM 380 F WEATHER Fog SPECIMEN STORAGE ASTM C31 Ramp slab on grade up to sump area; elevated walkway above wall #21; east and west raw water channel walls above wall #24.. From west end of ramp slab. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSIl (PSIl TEST FRACTURE- I 02-06-09 7 12.56 8.4 54600 4350 10:40 AM 4 I 02-27-09 28 12.56 8.5 78745 6270 10:15AM 2 I . 02-27-09 28 12.56 8.5 81390 6480 6375 10:20 AM 2 I 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: fJ;. '1'. ~ Michael L. Meyer{/ Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (email) City of Springfield Knife River MLM:sc 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 CanElI Avenue' CavaIIis, 0regcx197330 . phone (541) 757-4698 . fax (541) 757-2991 29540 B Airpat Road . Eugene, 0regcx197 402 . phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~ftj Page 1 of 1 11~'lmrl;.I~~'~a.lIIIJ~i/1 M. Cc.v~.,j ,,1iCaI & Construction Servires Daily Field Report Client: EWEB' Project: Hayden Bridge Water Filtration Date: 02:24-09 500E. 4'h Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-22437 Inspector: A. Fenstermacher 10 No.: 5258882-49 ICC Inspection of:' Epoxy Anchors/ Dowels Weather: Showers/Inside Continuous Inspection: 0 Contractor: WiJdish Building Co. BPNo.: 2008c00225 Periodic Inspection: 0 Performed continuous inspection during the installation of eight (8) 5/8" x 10" vertical stainless steel all.thread anchors into suspended slab for two (2) filter aid polymer storage tank pads and eight (8) 5/8" x 21" stainless steel all thread dowels, three (3) vertical and five (5) horizontal in gailery for new south clearwell opening add-on.. Prior to installation, the predrilled holes were cleaned with compressed air and a brush. Verified minimum embedment of 4" for storage tank and 6" for c1earwell. Anchors/dowels were secured with Epcon A7 (ICC"ES ESRc2351, expiration date 11- 07'09). Brady (Wildish Building) 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: (JJ .'1:.~ Michael L ~eye(l . Technical Manager c: EWEB- Mike Stickling (em ail) EWEB- Wally McCullough (email) OBECc Pete Siocum (email) Wildish Building Co.- Kevin Fitzjarrell (em ail) Wildish Building CO.c Jake Stucky (email) City of Springfield . MLM:sc . This report and/or enclosed,test.data is the confidehtial 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 lNfitten authorization. 7ffJ NN ComeIIAvenue' ConiaIlis, Ci"egm 97330' phone (541) 757-4698, fax(541) 757-2991 29540 BAirportRood. Et.gene, Ci"egm97402' phone(541)f384:3849 .fax(541)684.J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~..... ~'rtJ ". Page 1 of 1 "~'lmrt;"I~"':t="ll'li_ Geotedmical & Construc:OOn Seivices Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 02-27"09 500E. 4'h Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-22463 Inspector: D. Delatte ID No.: 1080867-88 Ice Inspection of: Epoxy Anchors Weather: Inside... Continuous Inspection: 0 Contractor: Wildish Building Co. BP No.: 2098-00225 Periodic Inspection: 0 Observed the placement of six (6) vertical and twenty-three (23) horizontal 5/8" x 21" all thread anchors and four (4) 1/2" x-5" horizontal anchors installed into existing tank walls as follows: three (3) 5/8" vertical and eleven (11)'horizontal anchors at two (2) new collar walls at penetration, one wall has twelve (12) horizontal anchors. The 1/2" anchors were installed in the gallery area. Prior to installation, the predrilled holes were cleaned with a brush and compressed air. Verified the minimum embed depth of 6" for 5/8" anchors and 3" for 1/2" anchors. Anchors were secured with Epcon A" 7 epoxy adhesive (ICC- ESR 2351/ expiration date 11-07-09). 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: /lJ.'j.~ Michael L. Mefer 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 (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. 7ffJ NN Cornell Avenue. Cavalis, Oegon 97330 . phone (541) 757-4698 . fax (541) 757-2991 29540 B Airport Road . Eugene, Oegon 97402 . phone (541) 6M3849 . fax (541) 684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 <-' TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYSl (IN.') (LBS) LOAD (LBSl STRENGTH (PSIl 02-09-09 7 12.50 8.20 30900 2470 03-02-09 28 12.56 8.22 48830 3890 03-02-09 28 12.56 8.21 50365 4010 Hold. ~fE' 11.'mll'l;"lllio'~aIlLIJI'.III" CLIENT EWEB 500E. 4th Ave. EUgene, Ore90n DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED U1 - End Cones G-.v~ " .;caJ & Construction Servires Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Ore90n DATE PROJECT NO. REPORT NO. 03-02-09 2087168 6187 B.P. NO. _ - 2008"00225 02-02-09 CAST BY A. Fenstermacher DATE RECEIVED 02-03-09 3000 psi SPECIMEN SIZE 4" x 8" 3000 psi SACKS SUPPLIER Knife River 30-1K CEMENT MAX SIZE AGG. 3/4" AEA; Fibers; Hot water AIR CONTENT 5.3% 2 TICKET NO. 3352725 SLUMP 6 1/2" 580 F YARDAGE 10.0 OF 30.0 TIME 9:30 AM 410 F WEATHER Clear SPECIMEN STORAGE ASTM C31 Alum tank pedestais and elevated walkway support walls at southwest comer of coa9ulant building. From 1" lift in southeast pedestal. AVERAGE STRENGTH (PSIl TIME OF TEST 9:15AM 8:00 AM 8:05 AM TYPE OF FRACTURE~ 5 5 5 3950 . 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: JJJ. ;;.~ Michael L. Meye Technical Man er c: EWEB- Mike Stickling (em ail) 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 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. 7ffJ NJV CaneIIAvenue' CavalIis. 0egJn 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirpOO Road . Eugene, 0egJn 97402 . rtme (541) I3lJ4.;J849 . fax (541) 684-3851 630ffJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846