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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-6-30 .. ..' .........1 :\, -1I7I~j ,.. . .' ........... ..t....~. .. ,,;~ Page 1 011 .1:"llmf;.I~~'~:.llm.IH. -~, ",. GeotechnciJ & ConstrucIion Services Daily Construction Report Client: Mr. Jim Thomas Project: LCAFRC Complex Phase II Date:. 06-30-08 Wildish Building Co. BLM/FS Warehouse. Project N.o.: 2077102-701 P.O. Box 7428 3110 Pierce Parkway' Report N.o.: E-20507 Eugene, Oregon 97401 Springfield, Oregon Inspector: M. Meyer 10 N.o.: Inspection of: Sitework Weather: Clear/850 - .Continuous Inspection: 0 Contractor: Wildish Building Co. B.P. N.o. COM2007-01740,' Periodic Inspection: 0 Met on_site with Tony Dean (WBC) to observe exposed subgrade soils around the south end of the loading dock and extending into the southwest corner of the site. In order to asc~rtain uniformity, of the existing soil. a proofrollwas conducted using a loaded double axle dump truck weighing approximately 42000 Ibs. The materials in the southwest corner are relatively firm and stable, at this time. Soft. yielding soil was idenlified south of the dock and near the dock delivery lane. Observed excavation of a small test pit near an existing power. pole and southeast of the dock. Relatively firm stable soil was encountered approximately 12 to 14 inches below existing grade. Mr. Dean stated that unslable material will be removed and replaced with imported granular fill. Mr. Dean was advised that based on our observation of. the exposed materials just to the' north' of the existing dock calch basin, the depih of over-excavation may be able to be decreased as work progresses to the north and east. Mr. Dean was asked to notify our office when addilional services are needed. Reviewed By: (1. '1,'.. ~~ Michael L. M~ye(J~' , Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) MLM:jw 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 shalln9t be reproduced in part or full,and/or any part thereof be discl9sed without FEI Testing & Inspection, "Inc.'s written authorization. 7fiJ rm CanelIAvenue' CorvaI~. Qegon 97330, pha1e (541) 757-4698, fax (541) 757-2991 29540 B Airport Road . Eugene. Qegon 97402, pha1e(541)684J849 .fax(541)6M3851 . ~rPP~ w .....~ 11~'III1I1;.1I""'"II1'.I"" 'Gbu~ " ,;CaJ & Consbuclion Services . Page .1 of 1 Report of Inspection Services Welding/High-Strength Boltinq Client: Mr. Jim Thomas Wildish Building Co. p:O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase I!" . 3110 Pierce Parkway Springfield, Oregon Date: Project No,: Report No.: Inspector: 10 No.: Inspection of: Fabricator or Erector: Contractor: Shop:. [] Weather: BP No.: Welding Halhaway Wildish Building Co. 07-07-08 2077102 E-20517 L. Postier 06120541 AWS CWI Field: Iil Clear COM2007 ~00828 Performed visual inspection on the south elevator sheet metal st~d wall per details 1 and 2/S-701. Completed welds were checked for size, length, profile and location. Note: the cross brace strap. connections were not completed per the detail and the contractor stated when the repairs were completed lhey will contact our office for are-inspection. .. To the best of our knowledge, the work checked is in conformancewith structural drawing dated 06-28-07 and applicable AWS D1.3 code, except if noted above. Reviewed By: ~/#V . DaleA Webber Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield DAW:jw This report and/or enclosed test data is'the confidential property of the'clienUo whom it is addressed and pertains to the specific process and/or material evaluated. As suchi'info'rmation contained h~rein shall not be reproduced in part orfutl and/or any part thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization. 750 t#J Comell Avenue . Corvallis. Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirpoit Road' Eugene, Oregon 97402. phone (541) 68<h"3849' fax (541) 684::3851 63050 Corporate Place,Suite 2 . Bend. Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~.r"~.. ~.._. lI~'Ii""'''''''~l'I''''.I'''' Geotechnical & Construction Services Page 1 of 1 Report of Inspection Services WeldinQ/HiQh-StrenQth BoltinQ Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: lCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon Date: Project No:: Report No.: Inspector: 10 No.: Inspection of: Fabricator or Erector: Contractor: Welding Ecklund Industries Wildish Building Co. Shop: Ii:! Weather: BPNo.: 07-08-08 2077102 E-20535 C. Walpole 01040131 AWS CWI Field: 0 Inside COM2007-00828 Performed visual inspection on the following fabricated structural steel components: columns A8. B8 and C8; beams B01, B02, B03, B04, B05, B06. B07. B08. (4) B09 and (4) B10; connection plates (3) CPR and (3)CPl and embeds (10) KEI. Completed welds were checked for size, length, profile an~.location. Fabricator was. asked to notify our office when additional services are needed. To the best of our knowledge, lhe work checkea is in conformance with shop drawings dated 06-25-08 and applicable AWS D1.1 code. except if noted above.' . . . . Reviewed By: ~i~ Structural Steel Supervisor c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers -.:. (e-mail) Oregon Mililary Dept. - (e-mail) City of Springfield : . DAW:jw This report an~/or enclosed test data is ~he confidential property of the client to whom iUs 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 ther~of be disclosed withoilt FEI Testing & Inspection, Joe: 's written authorization. 750 NW ComellAvenue' Corvallis. Oregon 97330, phone (541) 757-4698, iax(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) 3824844. fax (541)382-4646 Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 . Eugene, Oregon 97401. ~=~~ W:t.._ .1:"II~lef;"I~~'~~'IIIJII.I~I. CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED Gov~"; "liCa1 & Construction Servires Compressive strength of Concrete (ASTM C 39) PROJECT LCAFRC Complex Ph. II BLM/FS Warehouse 3120 p'ierce Parkway Springfield, Oregon COM2007-01740 DATE PROJECT NO. REPORT NO. 07-09'08 2077183 5928 B.P. NO. 06-11-08 CAST BY R. Marjama DATE RECEIVED 06-12-08 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 40-1 K CEMENT MAX SIZE AGG. 3/4" WRDA 64 AIR CONTENT 5.5% 1 TICKET NO. 3158455 SLUMP 61/4" 64" F YARDAGE 10.0 OF 30.0 TIME 9:15 AM 56" F WEATHER Partly Cloudy SPECIMEN STORAGE ASTM C31 Loading dock ramp walls off southwest comer of BLM warehouse and loading dock ramp walls on north side of phase 2'building on lines 5 and 7. Ramp walls -: BLM warehouse. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI). TEST FRACTURE- 06-18-08 7 12.56 8.2 55100 .4390 8:50 AM 5 07-09-08 28 12.62 8.3 75000 5940 8:30 AM 5 07-09-08 28 12,62 8,3 79100 6270 6110. 8:35 AM 5 Hold **1 - End Cones 2 - Cone/Split 3 - Coluf!1 nar 4 - Diagon~l 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Ian (Wild ish Building Co.) was advised of on-site test res~lts. Reviewed By: jJ1. 'f(,/Juu,- Michael L. ;'e~eO- Technical Manager Barrantine Bates Lee - (e-mail) kpff Consulting Engineers -(e'inail) Oregon Military Dept. - (e-mail) Knife River ~ (e-mail) City of Springfield c: MLM:jw RECEIVED JUL 1 5 Z006 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 Te51ing& Inspection, Inc.'s written' authorization. 750 NoN ComeIIAvenue. CoIvaIlis, Oregon 97330. phone (541) 757'4698. fax (541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 . phcre (541) 684.J849 ,fax (541) 684J851 63050 Corporate Place, Suite 2. Bend, Oregong7701 . phone (541 )382-4844' fax (541) 382-4846- . - . . . .