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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-1-13 ~t"~. ~_l 11~'IIf.lrt;II~~'~alllll_ Page 1 of 1 Geotechnical & CorlStruclion Se!vices Daily Field Report Client: Mr, Joe McCormack Lane Transit District PO Box 7070 Eugene, Oregon Project: L TD Gateway Mall Station 3000 Gateway Street Springfield, Oregon Date: Project No.: Report No.: Inspector: ' IDNo.: 01-13-09 2087170 E-22163 A. Fenstermacher , 5858882-49 ICC " Inspection of: Contractor: Reinforced Concrete Brown Contracting _Weather:_F09" . BP No;: COM2008-D0440 Continuous Inspection: 0 Periodic Inspection: 0 Performed inspection on the reinforcing steel for crosswalk between pedestrian walkway and mall, non colored sections, Reinforcing steel was checked of size, grade, laps, quantities, locations, ties, clearance and supports, Observed the placement of 21 yards of Eugene Sand and Gravel 3000 psi' concrete (mix 396850) into area noted above, Concrete was placed directly from truck and was mechanically consoiidated, Cast one (1) set of four (4) 4" x 8" concrete test cylinders, Notified Adam Hughes (Brown Contracting) of on-site test results: concrete temperature- 71 F; air temperature- 42F; slump- 3 3/4"; air content, 4,3%, . Mr, Hughes 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 03,12-08 and applicable workmanship' provisions of the t.B,C" except jf noted above, ;;;;~ i Michael L. Meyer ~ Technical Manager --~ c: Rowell Brokaw, Mark Young (emall) Ang Engineering' Jok Ang (em ail) Balzhiser Hubbard- Tina Guard (emaH) Brown Contracting- Adam Hughes (email) City of Springfield, Denny Wright (email) MLM:sc This report and/or enclos.ed lest data is [he 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, lnc.'s written authorization. 7fiJ ~ Canetl Avenue' CavaJis, Oegoo 97330, p/1ooe (541) 7574698 'fax(541) 757,2991 29540 BAirpat Road ' Et.gene, QE,;p197402 ' p/1ooe (541) 684G849 ,fax (541) 684-J851 630fiJ Corporate Place, Su~e 2, Bend, Oregon 97701 . phone (541) 382-4844, fax (541) 382-4846 ~Ftl 11.1Ih'lfl;.'~~"~:"I'II'.1l'l1l Geotechnical & Corntrudion SeI'Jires Compressive Strength of Concrete (ASTM C 39) " Mr. Joe McCormack Lane Transit District PO Box 7070 Eugene, Oregon 97403 CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO, CONCRETE TEMP AIR TEM P POUR LOCATION TEST DATE 01,13,09 02,03-09 02,03,09 Hold AGE (DAYSl 7 28 28 PROJECT LTD Gateway Mall 3000 Gateway Street Springfield, Oregon 'B.P,NO~ -c6M200iHi0440 01,06,09 CAST BY 3;000 3,000 SACKS 313065 CEMENT Hot water, VMA, WRA. AEA 1 TICKET NO. 66" F YARDAGE 49" F WEATHER South site-wall AREA (IN.') 12.50 WEIGHT (LBSl 8,2 H1 _ End Cones 2 - Cone/Split 3 - Columnar A. Fenstennacher 58006668 9.5 OF 9,5 Overcast TOTAL LOAD ILBSl 23400 COM PRESSIVE STRENGTHIPSIl 1870 'DATE PROJECT NO, REPORT NO. 01-13,09 2087170 6158 DATE RECEIVED . SPECIMEN SIZE SUPPLIER MAX SIZE AGG, AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE STRENGTH IPSIl TIME OF TEST 8:15AM 01,07,09 4" x 8" ESG 3/4" 51/2" 8:15AM ASTM C31 TYPE OF FRACTURE- 5 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Adam Hughes (Brown Contracting) was advised of on,sile test resulls, R;;;'BY~jr -fo-r Michael L, Meyer Technical Manager c: Rowell Brokaw, Mark Young (email) Ang Engineering- Jok Ang (email) Balzhiser Hubbard, Tina Guard (email) Brown Contracting- Adam Hughes (em all) City of Springfield~ Denny Wright (email) MLM:ld This report and/or enclosed test data.js the confidential property of Ihe die_ot to whom it is addressed and pertains to the specific process an<;l/or material evaluated.' As such; information Contained herein shall not be reproduced in part or full and/or any part. thereof be disclosed withoutFEl Testing & Inspection, Inc.'s written authorization. 700 t-NV CaneIIAvmue' CavaIIis, Clreg:ln 97330, phone (541) 757-4698 'fax(541) 757,2991 29540 BAirport Road, Eugene, Clreg:ln 97402, phone (541) t)84.;J849 . fax (541) 684-J851 63050 Corporate Place, Suite 2, Bend, Oregon 97701 'phone (541) 382-4844' fax (541) 382-4846 ~'EJ ".'''''"".''''''"''''.1<1. Geoted:1nicaI & ConstrucIiJn Services Page 1 of 1 Report of Inspection Services Weldinq/Hiqh-Strenqth Boltinq Client: Mr.Joe McCormack Lane Transit District PO Box 7070 Eugene, Oregon Project: L TD Gateway Mall Station 3000 Gateway Street Springfield, Oregon 01-19-09 2087170 \ E,22224 K. Green 8003776 ICC Shop: It! Field: 0 Weather:, ~_._.Inside, E3P No.: N_ _COM2008'OQ~~ Date: Project No.: Report No.: Inspector: IDNo.: Inspection of: Fabricator or Erector: Contractor: Welding Gibson Steel Brown Contracting' Performed visual inspection of the following fabricated structural steel walkway canopy components: WT- 33,A, 33B, 33,C, 33-D, 35-D; canopy frames- 27-A, 28-A, (7) 29-A and 30,A, Completed welds were checked for size, length, profile and location, Gentry (Gibson Steel) was asked to notify our office when additional services are needed, To the best of our knowledge, the work checked is in conformance with shop drawings dated 06,07,08 and applicable AWS D1,1 code, except if noted above, ' Reviewed By: /h. '1./J;-- Michael L. Meyer Technical Manager c: Rowell Brokaw- Mark Young (em ail) Ang Engineering, Jok Ang (em ail) Balzhiser Hubbard, Tina Guard (email) Brown Contracting' Adam Hughes {em ail) City of Springfield, Denny Wright (email) MLM:sc This report and/or enclosed test dala Is the confidential property of the client to .....nom it is addressed and pertains to the specific process and/or material evaluated. As such, infoITTlation contained herein shall not be reproduced in part or full andlor any part thereof be disclosed without FEI Te~tjng & Inspection, Inc.'s written authorization, 750NW Comell 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 ' 63050 Corporate Place, Suite 2' Bend, Oregon 97701 'phone(541)382-4844' fax (541) 382-4846 ~pp ~rt~. 'n,mj~."'h~'~~'Jllll\lllh\l. , CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION TEST DATE 01,16~09 02-06,09 02,06,09 Hold AGE (DAYS) 7 28 28 \ Gou",,"-, , ,iVCJ & ConstrucIiOn Services Compressive Strength of Concrete (ASTM C 39) PROJECT L TD Gateway Mall Station 3000 Gateway Street ~prlnYlleld, Oregon 'DATE PROJECT NO. REPORT NO, Mr, Joe McCormack Lane Transit District PO Box 7070 Eugene, Oregon 97403 -.-~--- B,~,NO.._ COM2008,00440. 01,O9-09 CAST BY A. Fenstermacher DATE RECEIVED 3000 psi, SPECIMEN SIZE 3000 psi SACKS SUPPLIER 313065 CEMENT MAX SIZE AGG, AEA; WRA; Color; 1 % Accelerator; Hot water AIR CONTENT 1 TICKET NO, . 60010635 SL,UMP 68" F YARDAGE 8,5 OF, 8,5 TIME 42" F . WEATHER Partly Sunny SPECIMEN STORAGE Colored section of crosswalk between pedestrian walkway and mall. AREA (IN,') 12.50 ' WEIGHT (LBS) 8,1 TOTAL LOAD (LBSI 38000 COMPRESSIVE STRENGTH (PSI) 3040 ' AVERAGE STRENGTH , (PSI! TIM E OF , TEST 1:30 PM 01,16,09 2087170 6165 01'10,09 4" x 8" ESG 3/4" 8.0 6" 2:45 PM ASTMC31 TYPE OF FRACTURE~ 5 U1 _ End Cones. 2"- Cone/Split 3 - Columnar 4 - Diagonal 5 -Side (top and bottom) 6 - Side (top or bottom) REMARKS: Adam Hughes (Brown Contracting) was advised of on-site test results. Ro;;;~~_ Michael L. Meyer for Technical Manager c: Rowell Brokaw, Mark Young (email) Ang Engineering, Jok Ang (email) Balzhiser Hubbard, Tina Guard (email) .Brown Contracting' Adam Hughes (email) City of Springfield, Denny Wright (emaH) 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, infonnation 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. 7filIWV ComeIlAvenue' CcivaIis, CXegoo 9733)' iXme(541) 7574698, fax (541) 757,2991 29540 B Airpat Road ' Eugene, CXegoo 97402 ' iXme (541) 684J849' fax (541 )684.J851 63050 Corporate Place, Suite 2, Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846