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Home My WebLink AboutPermit Field Test & Inspection Report 2009-2-6 {~f!~ 11;"IINeUlt~~'~:'llmlll~l. Ccv~c.<:.: .,rn & Construction Servires Compressive Strength of Concrete (ASTM C 39) CLIENT Mr. Joe McCormack Lane Transit District PO Box 7070 Eugene, Oregon 97403 'PROJECT L TO Gateway Mall Station 3000 Gateway Street Springfield, Oregon DATE PROJECT NO. REPORT NO. . 02-06-09 2087170 .6165 , B.~. NO: ~~M2008-00440-1 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION 01.09-0g CAST BY A. fen.stermacher DATE RECEIVED 3000 psi SPECIMEN SIZE, 3000 psi SACKS SU!'PLlER 313065 CEMENT MAX SIZE AGG. AEA; WRA; Color; 1% Accelerator; Hot water AIR CONTENT 1 TICKET NO. 60010635 SLUMP 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. 01-10-09 4" x8" ESG 3/4" 8.0 6" 2:45 PM ASTM C31 AVERAGE TEST AGE AREA WEIGHT - TOTAL COMPRESSIVE. STRENGTH TIME OF TYPE OF DATE (DAYS) tiN.') (LBS) LOAD (LBS) . STRENGTH (PSI) (PSIl TEST FRACTURE'" 01-16-09 7 12.50 8.1 38000 3040 1:30 PM 5 02-06-09 28 12.56 8.2 50700 4040 10:20 AM 5 02-06-09 28 12.56 8_2 48200 3840 3940 10:25 AM 4 Hold "1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal S. -:- Side (top and bottom) 6 - Side (top or bottom) REMARKS: Adam Hughes (Brown Contracting) was advised of on-site test results., Reviewed By: fh~4r. Michael L. Meyer Technical Manager. c: Rowell Brokaw- Mark Young (email) Ang Engineering- Jok Ang (emaH) Balzhiser Hubbard- Tina Guard (email) Brown Contracting- Adam Hughes (email) City of Springfield- Denny Wright (emall) 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 andlor material evaluated. As such, information contained herein shaU not be reproduced in part or full andlor any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization: 7ffJ NN CaneI Avenue' CavaJIis, Oregm 97330. phone (541) 757-4698 -fax(541) 757.2991 29540 BAirpat Road . Eugene, Oregm 97402 ' phone (541) 684-3849' fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846 ~.,..~~ ~r_l 11:"lmef;.I\~'.a'lIlml.11~ll Gc.v~ " ~...,J & Coiistruclion SeMces Compressive Strength of Concrete (ASTM C 39) CLIENT Mr. Joe McCormack Lane Transit District PO Box 7070 Eugene, Oregon 97403 PROJECT L TD Gateway Mall Station 3000 Gateway Street Springfield, Oregon DATE PROJECT NO. REPORT NO. 02-05-09 2087170 6158 1 'B.P. NO. COM2008-00440 ) ~---_.- ~. ~~_._----- DATE CAST 01-06-09 CAST BY A. Fenstermacher DATE RECEIVED 01-07-09 STRENGTH REQUIRED 3,000 SPECIMEN SIZE 4" x 8" STRENGTH PLACED 3,000 SACKS SUPPLIER ESG PRODUCT CODE 313065 CEMENT MAX SIZE AGG. " 3/4" ADDITIVES Hot waler, VMA, WRA, AEA AIR CONTENT, LOAD NO. t TICKET NO. 58006668 SLUMP 51/2" CONCRETE TEMP 66" F YARDAGE 9.5 OF 9.5 TIME 8:15AM . AIR TEMP 490 F WEATHER Overcast SPECIMEN STORAGE ASTMC31 POUR LOCATION South site-wall AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE- . 01-13-09 7 12.50 I 8.2 23400 1870 8:15AM 5 02-03.Q9 28 12.62 I 8.2 33800 2680 9:25 AM 5 02-05-09 30 12.56 I 8.2 31700 2520 8:00 AM 5 03-03-09 56 **1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Si.de (top and bottom) 6 - Side (top or bottom) REMARKS: Adam Hughes (Brown Contracting) was advised of on-site test results. Reviewed By: AX~ Michael L. M r Technical Mager c: . Rowell Brokaw- Mark Young (em ail) Ang Engineering- Jok Ang (email) Balzhiser Hubbard- Tina Guard (email) Brown Contracting- Adam Hughes (email) City of Springfield- Denny Wright (email) MLM:ld This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specffic . 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 tw Canel1Avenue' CorvaIls. Qeg:n97330' phooe (541) 757-4698 'raX(541) 757-2991 29540 BAjrportRoad' Eugene, Qeg:n 97402 . phcne (541) I3&h3849 . fux (541) 6!J4.J851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541)382-4844' fax (541) 382-4846 ~..r ~rc_ . 1OOWi!"''''''''"''llIliI!I Gcv..-';-,,1icaI & ConsbucIion Services Page 1 of 1 Report of Inspection Services Weldin~/High-Strength Boltin~ Client: Mr. Joe McCormack Lane Transit District PO Box 7070 Eugene, Oregon Project: L TD Gateway Mall Station 3000 Gateway Street . Springfield, Oregon L TD Gateway Mall Station Date: , Project No.: Report No.: Inspector: ID No.: 02-04-09 2087170 E-22324 K. Green 8003776 ICC Field: 0 Inside COM2008-00440 Inspection of: Fabricator or Erector: Contractor: Welding Gibson Steel Brown Contracting Shop:' 6il Weather: "'--BP'No." . Performed visual inspection of the following fabricated structural.steel canopy compon~nts: platform roof frame number 26 and six (6) platform gutters MK #10-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 knowiedge, the work checked is. in conformance with drawings dated 06-07-08 and applicabie AWS D1.1 code, except if noted abov.e. Reviewed By: j?J . 7f. /Ju; f Michael L Me~r Technicai Manager c: Rowell Brokaw- Mark Young (email) Ang Engineering- Jok Ang (email) Balzhiser Hubbard- Tina Guard (em ail) Brown Contracting- Adam Hughes (email) City of Springfield- Denny Wright (em ail) 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 thereofbe.discJosed 'Nithout'FEI Testing & Inspection, Inc.'s written authorization. 750 rwv Cornell Avenue' Corvallis, Oregon 97330' phone (541) 757-4698' fax (541) 757-2991. 29540 B Airport Road. Eugene, Oregon 97402. phone (541) 684-384g. fax (541) 684-3851 63050 Corporate Place, Suile 2. Bend, Oregon 97701 . phone (541) 3824844'. fax (541) 382-4846 6JfEJ ".'IINlMIl.""'IIIIMIII. Gootechnical & Construction Servires Pag,:, 1 of 1 Report of Inspection Services Weldin~/HiQh-Strength BoltinQ Inspection of: Fabricator or Erector: Contractor: Welding Gibson Steel Brown Contracting Project: L TD Gateway Mall Station Date: 01-30-09 3000 Gateway Street Project No.: 2087170 Springfield, Oregon ~eport No.: E-22300 Inspector: K. Green ID No.: 8003776 ICC Shop: 1!1 Field: 0 Weather: Inside ___ CSP-No.:---COM200B':00440 Client: Mr. Joe McCormack Lane Transit District PO Box 7070 Eugene, Oregon Performed visual inspection on fabricated structural steel platform roof frames: 18A, 20A, 21A, 22A and 24A, and column assembly 3B. Completed welds were checked for size, length, profile and location. Gentry (Gibson) 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: A.~~ Michael L. Meyer Technical Manager c: Rowell Brokaw- Mark Young (email) An9 Engineering- Jok Ang (email) Balzhiser Hubbard- Tina Guaid (email) Brown Contracting- Adam Hughes (email)' City of SpringfieJd- Denny Wright (em ail) MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it"is addressed and pertains to !he 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 without FE! Testing & Inspection, Inc.'s written authorization. 750NW Comell Avenue' C01vallis, 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) 382-4646 S. .....l -'. p,.. .4 ..... 11~'lIl1rj;~".mlll",lm" Geoted1nical & Construdion SeMces Page 1 of 1 Report of Inspection Services Welding/High-Strength Bolting Inspection of: Fabricator or Erector: Contractor: Fabrication Welding Gibson Steel Brown Contracting Project: L TO Gateway Mall Station Date: 02-02-09 3000 Gateway Street Project No.: 2087170 Springfield, Oregon, Report No.: E-22312 L TO Gateway Mall Station Inspector: L. Postier ID No.:. 06120541 . AWS CWI Shop: Ii!l Field: D Weather: Inside ( - -------- .------ -- -. - - .\.-.. B.!'. No.: _ _ C0!:12008-004!O Client: Mr. Joe McCormack Lane Transit District PO Box 7070 Eugene, Oregon Performed visual inspection on the following struc1ural steel gutter support assembly frames: 9A, (4) 10A, (2) 11A and 12A. '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 inspected is in conformance with shop drawings dated 06-07-08 and applicable AWS 01.1 code, except if noted above. Reviewed By: jJa~~.1!:tr 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 (email) MLM:sc This report andlor enclosed test data is the'confidential property of the c1ienl to whom it is addressed and pertains to the specific process and/or. material evaluated. As such, infonnation contained herein shall no! be reproduced in part or full and/or any parf " thereof be disclosed without FEI Testjng & Inspection, Inc.'s written authorization. 750 NW Comell Avenue' Corvallis, Oregon.97330 . phone (541) 757-4698 . fax (541) 757-2991 29540 BAirport Road' Eugene, Oregon 974D2' phone (541)684-3849' fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844' fax (541) 382-4846