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Home My WebLink AboutPermit Field Test & Inspection Report 2009-3-4 ~FEI 11~'llfl";"I~~'~I'IIIIII.ln. CLIENT' EWEB 500E. 41h Ave. Eugene, Oregon DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION Compressive Strength of Concrete (ASTM C 39) Geotechnical & Construction Servires 3 <qrr f'unrJp", #-- . PROJECT Hayden Bridge vlat~;" DATE Filtration Plant Expansion PROJECT NO. , Springfield, Oregon REPORT NO. 03-04-09 2087168 6194 B.P. NO. 2008-00225 02-04-09 CAST BY A. Fenstermacher 4000 psi 4000 psi SACKS 40-SE7 CEMENT Super: Eclipse; Hot water; AEA 1 TICKET NO. 335119 63" F YARDAGE 10.0 OF. 10.0 37" F WEATHER Clear Raw water channel lids above wall numbers 24 and 25. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 02-05-09 4" xB" Knife River 3f4" 4.6% 7" 9:30 AM ASTM C31 AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE- 02-11-09 7 12.56 8.3 50990 I 4060 8:40AM 3 03-04-09 28 12.56 8.3 69265 5510 11:20AM 4 03-04-09 28 12.56 8.3 70320 I 5600 I 5555 . 11:25AM 5 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 results. Reviewed By: /h. ';( 7- Michael L. Meyer Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OSEC- Pete Slocum (em ail) 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, informaJion contained herein shall nOlbe. reproduced 'in part or fuJI andlor any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 700 NN ComeIIAvenue' Cavallis, Oe(p-) 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Rood . Eugene, Oe(p-) 97402, phone (541)684,3B49 . fax (541 )684."3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 - :~F:-~~~~~~~Tf~:~i;:; '< . >, ,,;,; ',' r ": ';'> -~ . . J ,-'{5. "" ,tii'~i; :~'<~{~'~~J ~. - - ,~ .,- .,- .-..,,-,-;:,,'....-.,.,... ".;i.iiki:';I~?-: ~;~,-~,~~~~i;~;~..~~~':. -'>0~' -~."''--';:'f.-'"iij,.-,t.r.-~....~.!'_ ',- ":\:-~~::-.~'C>,:'7' > .,-~}~; ':,:~~.:~:_=~:,,')~)~,:!.~~ ,"<""., .,l(ie~'~'e 2,:<~~t2.#.e'y': ;~Q :.~~~~~:~~.::.: .t'~ -'.;;""i' .,:",,' ~f~f;;,; '1 ~.:'1" . ;'.-;~, ~";'-'., .'.,' ~~it -..3f!!" ,.., ..j')~.r~ ">~~L, :~~i.'::' .-}'-:,?,'V;O~1i;1o"l:"..:-cir~ 0, "'.' ,., ~"'.~ >, ""r~~ii~r::f :.f~,.-\..!~~';~!r~:~~~ -;\:,~: .~, '1t~~~~ ' ~~- , :.- ..... -'.' "<-;,~ - .",', , ";". ~':1~i~r{J. :' ~~ cf~ ':.::~~v . ,,'''I*,~- '~"<-'--f.::$-~~~ ';.. ,,"' :_.::~~~.. '-:.~ ':'1~'\' _.j,...~,~.!\'';''~~1 :'.:1!,\":;t.,' :1{ ~'.~~1-':;f~;~~~11ti:~:.~~. '" ~.~' r ,., '. . ;~~$tK;' ,',::4 1.;+. ;-~.. -'.fl~1 ~~ I .. -":,\"..\ ..'" J~'{"~ :f~t~r '.- (~- 431 l....~;l Infonnation ",~. .To Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Periormed: February 20, 2009 Springfield School Dis"ic! 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-198 Client: Project Name: Thurston =:iementarl' School 7345 Thurston Road Springfield, Oregon Project Location: Contractor: Fabricator: Type of Inspection: John Hyland Axis Crane Welding P.O. No: Shop/ Field: Weather: P0272-334-0809 Field Clear Field Observations and Comments Performed periodic visual inspection of the following items: Puddle welds and seam welds for connector area between areas 2 and 3 (gridlines H to J from 4.8 to 6.0) and roof area east of mechanical pad (gridlines J to M from 6 to 8). Weldments were inspected for size, length, profile and locations. To the best of our knowledge, the work inspected is in conformance with approved drawings, specifications and applicable AWS D1.1 and AWS D1.4 codes. Contractor was asked to notify our office when additional services are needed. Inspector: Chris McDonald, Certification #5298238-52 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully S miUed, D~~\ rvice~r1~) Raymond Aliperti Project Manager J c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT is PROVIDED f:OR THE INFORMATION OF THE CliENT ONL y, THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY. BY ANYMEAN5. EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 l....~;lInfonnation ,.,~. .To Build On Engineering . Consulting . Testing ~~~ C41 ~~ DAILY FIELD REPORT Date Periormed: February 17, 2009 Report Number: 722-80173-195 Giien:: Springfi31ci S~hoo~ JiSlii:i 525 Mill Street Springlield, OR 974,7 Proje::: l\lame: Thurstor, ::lementary S:::hool Project Lo::ation: /345 Thurston Road Springfl9id, Oregon Contra:::tor: Fabricator: Type of Inspection: John Hyland Axis Crane Welding P.O. No: Shop! Field: Weather: P'J272-33!;-0809 Field Clear Field Observations and Comments Performed periodic visual inspection of the following items: Roof Deck seam and puddle welds between Areas 1 and 2. Connector Area from gridline 2.5 to 5.5 from D to E. Weldments were inspected for size, length, profile and locations. To the best of our knowledge, the work inspected is in conformance with approved drawings, specifications and applicable AWS D1.1 and AWS D1.4 codes. Contractor was asked to notify our office when additional services are needed. . Inspector: Raymond Aliperti, Certification #1017075-85 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, D~~~C~!rC1~) Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY. BY ANY MEANS. EXCEPT IN FULL WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES IS PROHIFlITEO Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649. Fax 541(746.7163