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Home My WebLink AboutPermit Field Test & Inspection Report 1995-4-3 , . ~ BRAUN'" I NTE RTEC April 03, 1995 Mr. John LaDuke Oregon Cedar Products 3600 Commercial Avenue Springfield, Oregon 97477 Dcar .Mr. LaDuh: Re: Sorter Building Oregon Cedar.Products 3600 Commercial Avenue Springfield, 'oregon Braun Intertec Northwest 2285 Nugget Way Eugene, Oregon 97403 503146-9649 Fox: 746.7163 Engineers and Scientists Serving the Built and Nafural Environmenfs Project EBXX-95-OO70 ,Re~rt E-5~~!:U \es\C~5~-< , " Project Information High Strength Bolts Report Ii Performed re-inspection on the 3/4" A325 high strength bolts in the beam to columh and beam to beam connections. The bolts were checked with a calibrated torque wrench and are tightened to 'Sincerely, )1;. ~,f}w~ Michael L. MeyU, Manager . Eugene Branch c: '" City of Springfield BMI Contractors - Dave Brown c: \wpSl \reports\welds\ore54788.sor I .....- ~ BRAUN'" I NTE RTEC Braun Intertec Northwest 2285 Nugget Way Eugene, Oregon ,97403 503-746,9649 Fax: 746-7163 Engineers and Scientists Serving the Built and Natural Environments March 29, 1995 Project EBXX-95-0070 Report E-54774 B'P--:Q5CD3 \ Me John LaDuke Oregon Cedar Products 3600 Commercial Avenue. Springt1eld, Oregon 97477 Dear Mr. LaDuke: Re: Sorter Building Oregon Cedar Products 3600 Commercial Avenue Springfield; Oregon -':/ Project Information Weldments/High Strength Bolts Report Performeg visual inspection on the following completed weldments: I. Cblumn to base olate connections: 3/16" to 1/4" fillet . I ~eld on all sides I 2. Knee brace from beam to column: 3/16" fillet weld on one (I) side of flange5 and both sides of web on each , connection 3. B~am/column to existing building. No welding details whe specified on approved prints for items 1 and 2 nilted above, Welds were checked for workmanship Ol\\y. No surface discontinuities wer~ visible and workmanship appears satisfactory. Item 3 was checked for conformance to approved prints. Welds are acceptable and workmanship appears saiisfactory. ',,""'; -, ;,~"-'-":.M-;\Iii"" ( ~ Oregon Cedar Products Project EB~X-95-0070 Report E-54774 March 29, 1995 " Page 2 Performed inspection on the 3/4" A325 high strength bolts in the beam to column and beam to beam connections. The bolts were ch~cked with a calibrated torque wrench and are not tightened to suggested torque values. The contractQr's represen~ative was advised and asked to notify our office when Sincerely, m~~QS Michael L. Meyer, Manager Eugene Branch c: City of Springfield BMI Contractors - Dave Brown c :\wp51 \reports\welds\ore54 774 .sor BRA U N I N T E R T E C NOR T H W EST Inspecting Engineers--Chemists 2285 NUGGET WAY EUGENE, OR 97403 Phone: (503) 746-9649 .FAX.: 746-7163 JlI" 1. I} 1991 CONCRETE COMPRESSION TESTS TESTED FOR:Empire Concrete Cutting CAST BY:our rep. D. Smith PROJECT:Canopy Addition ADDRESs:2077 Laura Street Springfield, Oregon TYPE OF SPECIMEN:6 x 12 3000 Dsi, 3/4" MAX SIZED AGGREGATE ADDITIVES :, SOURCE:Eugene Sand & Gravel pRODUCT CODE: 144 CONDTTION OF STORAGE: ASTM PROJECT NO. :EBXX970187 REPORT NO:12-057-7458 P.O. NO: C,lR-l!c::{) PERMIT NO: DATE MADE:05/2'1/97 DATEREC'Q:05/22/97 jiACK MIX SLUMP:2 1/2" TICKET NO: 114783W AIR TEM~: 75 TIME: 3:00 pm CIL YARDS: 5.5 ~OAD NO: 1 CONC TEMP: 72 WEATHER: clear % AIR: LOCATION OF POlTR: Retro footing south, of existing building. Test Weight Load - lbs. Di3.!cp Mark POllnd'i per flO_ in,_ OS/28/97 28.3 2000 OS/28/97 28.2 2020 06/18/97 28.3 3020 06/18/97 28.3 3010 cyl only Avpraae 2010 3015 :' -Note: Advised superintendent of on-site test>results. cc: Empire Concrete Cutting City of Springfield Eugene Sand & Gravel THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION. Age Tefl!cpd 7 day 7 day 28 day 28 day .' "