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HomeMy WebLinkAboutPermit Field Test & Inspection Report 1996-11-6 " BRAUN'M INTERTEC Braun Intertec Corporation 2285 Nugget Way Eugene, Oregon 97 A03 541,746-9649 Fax: 746-7163 r' .1 !t\ November 06, 'f1996 ", Engineers and Scientists Serving the Bui/, and Natural Environments Mr. Jolin Texter Essex Construction 3764 West 11th Eugene, Oregon 97402 Project EBXX-96-0393 Re~ort E-58036 ~ By..::. ~\:ll-l\4-1 Re: Kick City 1650 North 28th Springfield, Oregon P.O. No. 2409 High Strength Bolts November 05, 1996 I I I I I I Essex Construction Report Met on-site with erector's representatives to perform inspection on the 3/4" A-325 high strength bolts in the beam to beam and beam to column connections using a calibrated I torque wrench. Over 50% of the bolts were checked and will meet andlor exceed pre- established torque values from our report no. E-58013, dated November 01, 1996. Hardened washers were used. Representative was asked to notify our office when additional L services are needed. I Sincerely, ;l /y71,/Y) ~ Michael L. Meyer,~pa1 V WilIamette Valley Operations Manager ~. V ~(f1rJ) Raymond V. Alipertl, Supervisor ~ Eugene Branch ',' .,., ; '. ,..- ',' :c:' . MBSI:' .".. . ':-,,;::.;:Giti o(SpdiigfieW I' .' '. .' *"'-'-"----.- -.. j";::'-' t-!..' c :\wp5 j \rcports\w~.!ds\esx58036.k.ik .! BRAUN'M INTERTEC Jioy 0 I $' 1.9.90 Braun Intertec Corporation 2285 Nugget Way Eugene, Oregon 97403 541-746-9649 Fax: 746-7163 Engineers and Scientists Serving the Built and Natural Environmenfs November 01, 1996 Project EBXX-96-Q393 Report E-58013, \ e\,'.9l:P- \ h 1 Mr. John Texter Essex Construction 3764 West 11th Eugene, Oregon 97402 Re: Kick City 1650 North 28th . . 'Springfield, Oregon P,O, No, 2409 High Strength Bolts October 31, 1996 Essex Construction " '". Report W Met on-site with .erectors representative to establish job torque values on a sample of 3/4" II A-325 high strength bolts to be used in the structural steel connections. Three bolts of each size and length were installed and tightened in a Skidmore-Wilhelm tension indicator. Job torque corresponding to the minimum required'tension value of 28 Kips (3/4) were established as follows: 2 114" x 3/4" - 270 ft.llbs, 1 3/4" x 3/4" - 270 ft.llbs. Erectors representative was asked to notify our office when additional services are needed, Sincerely, ~,.. ~, r-v~~( -b-J~J'~ ~ \.~ MichaelT. Meyer, PrinCipal... . - ..:.,::. RaYmond V. Aliperti, Supervisor . -... Willamette Valley Operations Manage( . Eugene Branch. .. .. ,_ . '. c: MBSI City of Springfield c:\wp51 \reports\welds\esx58013 .kik