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Home My WebLink AboutPermit Field Test & Inspection Report 2009-1-1 8ft) SCANNED .1.'IIII";41~~':lltILII~aIH. c;.,."c<,; " ,i::al & Construclion Services Compressive Strength of Concrete (ASTM C39) CLIENT Mr. Jim Thomas Wildish Building Co. PO Box 7428 Eugene, Oregon 97401 PROJECT LCAFRC-BLM Warehouse Addilion 3110 Pierce Parkway Springfield, Oregon _ Pending Cc,a -:.2:16 . --- 'I _ .J DATE PROJECT NO. REPORT NO. 04-01-09 2097030 6249 B.P. NO. DATE CAST 03-04-09 CAST BY A. Fenstermacher DATE RECEIVED 03-05-09 STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4" xB" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 40-1K 'CEMENT MAX SIZE AGG. 3/4" ADDITIVES AEA AIR CONTENT LoAD NO. 1 TICKET NO. 3353169 SLUMP 43/4" CONCRETE TEMP 710 F YARDAGE 9 OF 9 TIME 12:20 PM AIR TEMP 460 F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION Elevator pit walls, footings at lines 1G, 4B, 3.4B, 3.4A. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE~ 03-11-09 7 12.50 I 8.31 46835 3750 9:20 AM 3 04-01-09 28 12.56 I 8.36 65775 5240 9:25 AM 4 04-01-09 28 12.56 I 8.40 60550 4820 5030 9:30 AM 5 Hoid I **1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Ian (Wildish Building Co.) was advised alan-site test results. Reviewed By: ;Jl. ';( dJu.._ - Michael L. ~ey~ - T echnicai Manager c: Barrantine Bates Lee - (e"mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Wildish- Tony Dean (email) City of Springfieid Rtc~ "1/11' 4p;r 0 CD . J 11l1l9 MLM:ld This report andlor enclosed test data isthe confidential property of the client to whom iUs addressed and pertains to the specific process andlor material evaluated. As such, information contained herein shall not be reproduced in part or full andlor any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 twV Cornell Avenue' Caval15, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402 . phone (541)6B4-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701. phone (541) 3824844' fax (541) 382-4846 ~ftl 1I.'IIiI":tl"'~UIUII.11L1l Geotechnical & Consfrucfion Services , SCANt~ED 'Page1of1 Report of Inspection Services Welding/HiQh-StrenQth BoltinQ . Client: Mr. Jim Thomas Wlldish Building Co. PO Box 7428 Eugene, Oregon 97401 Project: LCAFRC- BLM Warehouse Addition 3110 Pierce Parkway Springfield, Oregon Date: Project No.: Report No.: Inspector: ID No.: Inspection of: Fabricator or Erector: Contractor: High Strength Bolts Erector's, inc. Wild ish Building Co. Shop: 0 Weather:. 'BPNo.: 03-26-09 2097030 E-22642 K. Green 8003776 ICC Field: Iil' Clear COM2009"00215 Performed continuous visual inspection during the tensioning of 7/8" and 3/4" A325 high strength bolts at beam to beam and beam to column connections. Turn-of-the-nut method was used on the perimeter and roof connections only. The mezzanine is to be erected at a later date. Observ'ed three (3) erectors tensioning the 3/4" and 7/8" bolts into snug tight condition. Observed match marking and witnessed application of the additional 113 turn. Rocky (Erector's, Inc.) was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with American Building drawings dated 03-12-09 and applicable workmanship provisions of the AISC manual, except if noted above. Reviewed By: A.y.~ Michael L. ~er T echnicai Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Wildish- Tony Dean.(email) City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the client to who'm 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, lnc.'s written authorization. 750 NW Comell Avenue' Corvallis, Oregon 97330 . phone (541) 757-4698' fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402' phone(541)~849' fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 " SCANr~ED SfEl ""1""".""""1"''''''. Geotechnical & c;onstruclion Services Page 1 of 1 Report of Inspection Services WeldinCl/HiClh-StrehQth BoltinCl Client: Mr. Jim Thomas Wildish Building Co. PO Box 7428 Eugene, Oregon 97401 Project: LCAFRC-BLM Warehouse Addition 3110Pierce Parkw!"y Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 03-27-09 2097030 E-22651 K. Green 8003776 ICC Field: E1J Clear . COM2009'00215' Inspection of: Fabricator or Erector: Contractor: High Strength Bolts Erector's, Inc. Wildish Building Co. Shop: 0 Weather: BPNo.: Performed continuous visual inspection during the tensioning of thirty_two (32) 1 1/4" A325 high strength bolts at two (2) beam to column connections in the northwest corner at lines 3 and 4 using turn-of-the-nut method for tensioning. Observed the bolts being brought into the snug tight condition, match marking and application of the additional 113 turn. Rocky (Erector's, Inc.) was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with American Building drawings dated 03-12-09 and applicable provisions of the AISC manual. except if noted above. Reviewed By: ;h. ~~-- Michael L.'Mey(l~ Technical Manager c: I Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Wildish- Tony Dean (email) City of Springfieid . MLM:sc This report and/or enclosed test data is the confidential property of the client to lNhom it is addressed and pertains to the specific process andfor 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 NW Comell Avenue. Corvallis, Oregon 97330, phone (541 ).757-4698' fax (541) 757-2991 ,29540 BAirportRoad' 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