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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2008-11-13 ," ~ftJ Page 1 of 1 11:"'IINI'f;41~.'~~lIlIIl~.lH. Gt.v~ U leal & Construdion Servio9s, Report of Inspection Services Weldina/HiahlStrenQth Bolting Client: Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Project: LCAFRC Complex Phase II ~110 Pierce'Parkway' Springfietd,Oregon Date: Project No.: Report No.: Inspector: 10 Na.: 11-13-08 2077102 E-21783 C. Walpole 01040131 AWS CWI Field: 0 Overcast. . . : "COM2007 -00828 '. Inspection of: Fabricator or Erector: Contracior: Puddle Welds Ridge Construction Wildish Building Co. Shop: 0 Weather: BPNo.: '~ --- Performed visual inspection of puddle welds and button punch in sheet metal roof decking at the west entry portico near line 11C. Completed welds were checked for size, length, profile and location. Contractor was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with structural drawings and applicable 'AWS 01.3 code, except if noted above. Reviewed By: Ih.~,~ Michael L. Meyer Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield RtCt:- r.::.1 i; t i NOJl-2] '. JI//(q ..-' 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 shall not be reproduced in part or full and/or any part thereof be disclosed without FEr Testing & Inspection, Inc.'s written authorization. 750 NW Comell Avenue. Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 2954D BAirport 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 ~ftJ ".",,11:''''1>1''''''.'''. Geotechnical & ConslrucIion Selvioes . Page 1 of 1 , Report of Inspection Services Weldin~/High-$trength Bolting 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: ID No.: 09-19-08 2077102 E-21269 C. Walpolel K. Green 01040131 AWS CWI Field: 0 Inside ,rC()M~Q()I -Q08~) Inspection of: Fabricator or Erector: Contractor: Welding Metalsome Wildish Building Co. Shop: ~ Weather: BPNo.: Performed visual inspection of the following fabricated columns: six (6) 1-A and two (2) 1-B. Completed welds were checked for size, length, profile and location. Rich (Metalsome) 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 09-17-08 and applicable AWS D1.1 code, except if noted above. Reviewed By: fJ1.'i.~ Michael L. Meyer Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield MLM:sc ." This report and/or enclosed test data is the confidential property of the client to whom it is addressed and peitahls to the specific process and/or material e.valu~ted. 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 t#V 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, Sulle2' Bend, Oregon 97701 . phone (541)'382-4844' fax (541) 382-4846 , ~fEJ ".,,,,,,,,.,,,,"',,,,,."'. Geo1Echnical & Construction Services Page 1 of 1 Report of Inspection Services WeldinQ/HiQh-Strenath Boltin~ 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: ID No.: Inspection of: Fabricator or Erector: Contractor: Shop: ~ Weather: BPNo.: Welding Metalsome Wildish Building Co. 09-26-08 2077102 E-21333 K. Green 8003776 AWS Field: 0 Inside '(;01,12007 -00828 Performed continuous visual inspection during flare bevel groove welds. 'Inspected fit up and monitored amps, volts and travel speed by three (3) certified welders using E71T-1 electrode and FCAW process. Work was completed on trusses 5-A, 6-A and 7-A. Completed welds were checked for size, length, profile and. location. Rich (Metalsome) 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 09-17-08 and applicable AWS D1.1 code, except if noted above. Reviewed By: (h . -i.~ ---- Michael L. ~eyr Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulling Engineers - (e-mail) Oregon Military Dept. - (e-mail) City of Springfield 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 thereof be disclosed withoutFEI Testing & Inspection, Inc.'s written authorization. 750 NW Come!1 Avenue. Corvallis, Oregon 97330, phone (541)757-4698 . fax (541) 757-2991 29540 BAirport Road, Eugene, Oregon 97402' phone (541) 68<h3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 . (IF21 Geo1ed1nica1 & ConstJUction SeIvices Compressive Strength of Concrete. (ASTMC 39) . 11!)"IIHet;.I~,~;.tlltl~lllufll . CLIENT Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 . Eugene: Oregon 97401 PROJECT . LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon .B.P. NO.' CCOM200?':()082W DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION 09-05-08 4000 psi 4000 psi 40-1K CAST BY A. Fenstermacher . SACKS CEMENT 1 . TICKET NO, 74"F YARDAGE 7TF . WEATHER . West portico footings. 3223044 7.0 . OF 7:0 Clear TEST AGE AREA WEIGHT TotAl COM PRESSIVE DATE (DAYS) {IN.'} (LBS) LOAD (LBS) STRENGTH (PSIl 09-12-08 7 12.56 . 8.3 54100 4310 10-03-08 28 12.56 8.3 74400 5920 10-03-08 28 12.56 8.3 74700 5950 Hold DATE' PROJECT NO. . REPORT NO. . 10-03-08 2077102 6010 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE STRENGTH (PSI) TIME OF TEST 8:00 AM 7:50 AM 7:55 AM 5935 09-06-08 4" x 8'~ Knife River 314" 5114" 10:55 AM ASTM C31 TYPE OF FRACTURE- '6 3 6 **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 of on"site test results. Reviewed By: /IJ . 'i. I~ ---- Michael L. ~~yeo-- Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Knife River - (e-mail) . City of Springfield 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 thereof be disclosed without FEI'J*,:sting & Inspection, Inc.'s written auth<?rization. 750 tw CanelIAvenue' CavaIIis, Q-egl1 97330. phaJe(541) 757-4698 . fax (541) 757-2991 . 29540 BAirpat Road . Eugene, Q-egl197402 . phaJe (541) 684.J849. fax (541 )684J851 63050 Corporate Place,. Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 A"W.... ; ...~tt~ 1U~'lltlrf;.f~.'~;tllm_ Geoted1nical & ConstrucIion Selvices Compressive Strength of Concrete (ASTM C 39) . Mr. Jim Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 PROJECT LCAFRC Complex Phase II 3110 Pierce Parkway Springfield, Oregon B.P. NO. lCQ~2007-00828..\ CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION . . LOAD 1 SA'M~LEi>' "', CAST BY A. Fenstermacher 09-09-08 4000 psi 4000 psi 40-1K AEA 1 TICKET NO. 80'F YARDAGE 77'F WEATHER Radio anten~a footing. j.'-' SACKS CEMENT 3223149 7.0 OF 21.0 Clear ~_,,' :;. '"-/'0" -. f....i ;.'10 From firstlift. TEST AGE AREA WEIGHT. TOTAL COMPRESSIVE DATE (DAYSl (IN.'t (LBSt LOAD (LBSt STRENGTH (PSn I 09-16.08 7 12.56 8.4 58400 4650 I 10-07.08 28 12.56 8.5 78300 6230 ~ 10-07-08 28 12.56 8.4 79200 6310 Hold "* 1 - End Cones DATE PROJECT NO. REPORT NO. . 10-07-08 2077102 6015 DATE RECEIVED SPECIMEN'SIZE 'SUPPLlER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 09-1 0.08 4" x8" ~'Knife River 314" 4" 1:15 PM ASTM C31 AVERAGE STRENGTH (Psn TIME OF TYPE OF TEST FRACTURE" 8:15 AM 6 3:45 PM 5 3:50 PM I 6 I 6270 2 - Cone/Splil 3 - Columnar 4 - Diagonal 5 - Side (lop and bottom) 6 - Side (lop or bottom) REMARKS: Ian (Wildish Building Co.) was advised of on-site test results. Reviewed By: e~l~f:tI Technical Manager Barrantine Bates Lee - (e-mail) , I<pfi" Cimsulling Engineers - (e-mail) Oregon Military Dept. - (e.mail) Knife River - (e.mail)' .. -'" City of Springfield c: 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 orfull and/or any part thereof be disclosed withoutFEI Testing & Inspection, Inc.'s written authorization. ' 7ffJ WJ CanelI Avenue. CavaI~, Oregon 97330' phone (541) 757-4698, fax (541) 757-2991 29540 BAirpatRood' ELJge"18, Oregon 97402 . phone (541 )6MJ849. fax (541) 684-Wj1 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~,._.v.. ,"".; r:~",J!1I" "-'; """ , , ~ ~~, .. . "-,(",- . ;;..I'li. RECEIVED ocr 2 8 7r,ns ~fEJ 1I~'""":."'lmltlt'."'" Geotechnical & Construcfun Servires Page 1 of 1 Report of Inspection Services Weldina/Hiah-Strenath Boltin!:!... 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.: 10-21-08 2077102 E-21580 K. Green 8003776 ICC Field: ~ Clear iQ.OM)OO!:0082S- ) Inspection of: Fabricator or Erector: Contractor: Welding , Omlid Sweeny Wildish Building Co. Shop: 0 Weather: BPNo.: Performed visual inspection of structural field welds on the west portico and west puddle welds and button punch on the roof deck of the south portico. Completed welds were checked for size, length, profile and location. Puddle welds and button punch were checked for size and location. .'. . Ian (Wildish) was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with drawings dated 09-17-08 and applicable AWS D1.1 and D1.3 codes, except if noted above. Reviewed By: ~~e~~ Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept - (e-mail) . . City of Springfield ." '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 shalf 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 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 S, ....I ~;, ....,. .. .4.. Geotechnical& Construction Services 1t~'II~ICI;"II.'lIUllm.lH. November 21, 2008. Project No. 2077102 Report No. E-21849 Mr. Jim Thomas Wildish Building Co. PO Box 7428 Eugene, Oregon 97401 RE: LCARFC Complex Phase II 3110 Pierce Parkway Springfield, Oregon BP Number- COM2007-00828 Dear Thomas: As requested, our representative visited the above referenced project on 'November 17, 2008 to place two (2) moisture test kits on the 1" floor slab at randomly selected locations. Test locations were prepared and the kits were installed per manufacturer's instructions. The test kits were left in place for approximately 69.5 hours and were then collected on November 21, 2008. Results of the tests have been summarized in the table below. Calcium'Chloride Moisture Vapor Emission Test ASTM F 1869-04 Total Weight Lbs/per 1000 Sq. Ft Approximate Location Hours Gain (g) in 24 Hours I Assembly Hall on line 11A.5 69.5 3.3 5.6 I Physical Fitness room 69.5 3.3 5.6 TemperaturelHumidity Data Air Temperature Relative Humidity Beginning of Test 660 61% End of Test 660 61% Reviewed By: jJ7.-rj~ Michael L..~~r Technical Manager c: Barrantine Bates Lee - (e-mail) . Oregon Military Dept. - (e-mail) KPFF Consulting Engineers - (e-mail) City of Springfield 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 andfor material evaluated. As such, information contained herein shalf not be reproduced in part or full.and!or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 7m rm Cornell Avenue' CavaI~, Oregon 97330. phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402, phone (541)684-3849' fax (541)684.J851 63050 Cv,f^-'o", Place, Suile2' Bend, Oregon 97701 . phone (541 )382-4844' fax (541 )382-4846