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Home My WebLink AboutPermit Field Test & Inspection Report 1995-3-8 " I. . BRAUNS. INTERTEC March OS, 1995 Mr. Dave Hoffman Chambers Construction Co. 2295 Coburg Road Ste. 100 Eugene, Oregon 97401 Braun Intertec Northwest 2285 Nugget Way Eugene, Oregon 97403 503-746.9649 Fax: 746-7163 Engineers and Scienfists Serving the Built and Natural Environmenfs Project EBXX-94-o355 Report E-54685 Re: Cascade Fabrication 950 International Way Springfield, Oregon P.O. No. 10520-723 -B.P. No. 941620 Sincerely, m-d\~C}5 Michael L. Meyer, Manager Eugene Branch Project Information II I Weldments MBSI Report Performed visual inspection on the folIowing completed field welded connections: girt to wall; Furlin to wall, ledger to wall; revised misaligned corner plates (file #h94- 110), revision alIowing welding of beam clip angles (detail HSW3/sheet 94-060797-02 by Butlet Manufacturing Company); rebar weldments from. C to D on line 1 and from line 1 to 2 on jine D and E. Welds were checked for size, length, profile, and location and are acceptable as j per the above mentioned criteria from manufacturer (see attached), approved prints and applicableA WS codes. c: City of Springfield Morris Redden Affolter & West Architects c :\wpSl \reports\weld\cha54685 .cas BRAUNS. INTERTEC Braun I"tertec Northwest 2285 Nugget Way Eugene, Oregon 97403 503-746-9649 Fax: 746-7163 Engineers and Scientists Serving the Bvilt and Natural Environments March 01, 1995 Project EBXX-94-0355 Report E-54644 Mr. Dave Hoffman Chambers Construction Co. 2295 Coburg Road Ste. 100 Eugene, Oregon 97401 Re: Cascade Fabrication 950 Intermitional Way Springfield, Oregon . P.O. No. 10520-723 - B.P. No. 941620 Project Information High Strength BoltslWeldments. MBSI Report Performed inspection on the 3/4" A325 high strength bolts in the beam to beam and beam to column connections. The bolts were checked with a calibrated torque wrench, in accordance with the AISC manual, and are satisfactorily I tightened to meet minimum suggested torque values. (Note: hardened washers were not installed). . I In addition, contractor requested visual inspection on the completed field weldments. The welds were not slagged or cleaned. The contractor was asked to notify our office when welds are ready for inspection. S incerel y, \f\~~~~ Michael L. Meyer, Manager Eugene Branch c: City of Springfield Morris Redden Affolter & West Architects c:\wpS 1 \rep-orla\weld\cha54644 .CftS FE8-27-1995 10:25 FROM :BUTLER VISALJA - . TO .... ..... ..' . .::';>r~tT:r{'\~}i~~f; ~150~6e7~~S.1. . ~ :p: 0.1:,.'. ,"'~::..;\:'.~;~~~f,~~~~ . og' . ."\Lo" .' '~.Y '0' :.. ".".": .h..'....~.:..'\:..:., .., -~' . . . .,.... ..~"." f\~1J' ';b~L~~":;~';)::'~ . ,:-rU .; U UJU '. '~" - .' . . . .: . '. ".. .' .. . . "L ... .,' , ..' <:SUTLIE~ But/er Manufacturing Company 7440 Doe A venue Post Office Box 2590 Vi.alia, CaUfornia 93279.2590 Pho".1209J 652-2247 " . MR. nAVE HOP'FMAN CHAMBERS CaNST. co. 2295 COBURG RD. EUGENE. OREGON 97402 RE:' CASCADE FABRICATION UNIT #2 SPRINOFiELD. OREGON 40'XI20'X17' LRSS TO WHOM IT MAY CONCERN: . FEBRUARY ~7, 1~'5 .~ I: ;. ~ , ,,l . ., . PLEASE ACCEPT TH!S AS CERTIFICATION FROM BUnER THAT IT IS ACCEPTABLE TO WELD CLIP ANGLES TO BEAMS ON DETAIL HSW3 OF SHEET 94.060797.02.:. nus WELD SHOULD BE A MINIMUM 3/16" Fll..LET WELD AROUND INSIDE FACE AND TOP AN::lBOnOM OF EACH ANGLE IN ORDER TO REPLACE THE BOLT STRENGTIi INDICATED. IF QUESTIONS REMAIN PLEASE CALliME AT (209)651-5347. . - " . ,..7!?~ '. .~~~~~=~t;:');"~i;;if~ .. ' . ':.' . . - "(.; ~', : . . ". ': ':. , -,. '.,' ",: ').', ",':' ! ..' ~., " ; . ,.,' .-. <>c . "....5';::;'... . .' . . . . . , 0, .0 '. .,.. ,.:.;.,: ,'",:: ~ . .' , , ~'... ' TOTAL P.01. . BRAUNSM I NTE RTEC February 14, 1995 Mr. Dave Hoffman Chambers Construction Co. 2295 Coburg Road Ste 100 Eugene, Oregon 97401 q L{ ~ \ lo 2 \;.aun Intertec Nerthwest 2285 Nugget Way Eugene, Oregon 97403 503.746.9649 Fax: 746-7163 Engineers and Scientists Serving the Built and Natural Environments Project EBXX-94-0355 Report 12-015-4557 Cl60 \r\tc.c~~ Re: Cascade Fabrication - 950 International Way 6x6x21 Flexural Beams cast on January 16, 1995 Dear Mr. Hoffman: I~~!P;!GN............IJ IM~~!~...~gG CONCRETE POUR INFORMATION ASTM l 58474 410 630 9:30 am 9.0 4.5 500 flexure ..:-;.;.;.;.;.;.;.;.;.;.;.:.;.:,:,-.;.;.;.;.:".;.;.,.;.::,-:,:.,.;.;.;.;.,.,.;.,.....;.;.:.;.:-:-:-: ...,.....-..-.........,.......-.,...........,....-,---.. ....................-.-.;.:-,.:-.-.-.,'.,.,;..,.,'.,.-,....................,......._.,_..-,-.-. STORAGE...... ...... ,._-.-........ .......-....... ........................."..... 3/4" N/A ...-.........,......-...-,-.:..,.......'...'...'.:.:.:...,',.,'...-,....-.....-......-.-... ............-...-.-.,.-.....................,..--.----- :':.:,:,:.:.:.,.:.:.;.:..:,:.,.,...,:,:"""""".:,::,.:,:,:,:,:.",.,.;".:.:.:.;.:,:.:.:.:.:.:. "TIC KET'N' 0.................. .. .. ......----.-... :},' '. ':'-' '. . .j' _: }??~\;}}':', .....'....,....-..--.-----..--.-.,.....-..,.....................,.,.. Hot Water --.--..-..- ,..,-- ,...------------------- ............-.-.-...-.---,_..--..-............,......... :'.:'.:':;:'::.:;":':':::':":":""'::"':'::":::"':;::'::':;:::.::':.::.':;:::':'::::::::::::::'::: "'C' O' 'NC'TEMP'" .............. :\ ':', -, '. ::.,:::::: '.)/J,~:::\::',: ..., '--. ..'.........".... ..,,--.............. .........." Eugene Sand & Gravel 4" PtCloudy Tilt-up panel numbers 1,3,6-9, 15,20,21,23,24,31, 33-36 (Load 13 placed in panel #8). II COMPRESSION TESTS ..~I;jij'^x;;i ;;..I;.; ...................;!L6AD........... beam 7700 beam 8400 beam 9900 l , ;.lpA.I~....................... Ij'~i~u}I. .'..,...,."....,.,..,.......,. 1-23-95 2-13-95 2-13-95 illlll }\ 7 day 28 day . I I 28 da~ 600 690 830 760 c: City of Springfield Morris Redden Affolter & West AlA Eugene Sand & Gravel TIllS 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 TIllS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRrITEN AUTHORIZATION. BRAUNSM I NTE RTEC February 14, 1995 Mr. Dave Hoffinan Chambers Construction Co. 2295 Coburg Road Ste 100 Eugene, Oreg?n 97401 q4 -IIJ>ZO Braun Intertec: Northwest 2285 Nugget Way Eugene,Oregon,'97403 503-746-9649 Fax: 746-7163 Engineers and S~ientists Serving the Built and Natural Environments Project EBXX-94-Q355 Report'12-015-4558 ~5D \~ ~ Re: Cascade FabriClition - 950 International Way 6x6x21 Flexural Beams cast on January 16, 1995 Dear Mr. Hoffinan: .\L6CA'rIQNOFJ>(){jR< CONCRETE POUR INFORMATION 500 flexure 7:30 am 9.0 3.5 ASTMl 58457 3/4" NIA 400 Hot Water Eugene Sand & Gravel 640 3 1/2" Showers Tilt-up panel numbers 1,3,6-9, 15,20,21,23,24,31, 33-36. COMPRESSION TESTS L_2H5 beam 6500 540 7 day I 2-13-95 beam 8000 670 28 day I 2-13-95_ 8700 730 700 beam 28 day c: City of Springfield Morris Redden Affolter & West AlA Eugene Sand & Gravel TillS REPORT [S 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 TillS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRlTIEN AUTHORIZATION. ~H - H.v'2.D BRAUNS' I NTE RTEC Braun, I"tertec Northwest 2285 Nugget Way Eugene, Oregon 97403 503-746-9649 fax: 746-7163 Engineers and Scienfists Serving the Built and Nah,Jral Environments January 26, 1995 Project EBXX-94-0355 Report 12-015-4564 . Mr. Dave Hoffman Chambers Construction Co. 2295 Coburg Road Ste 100 Eugene, Oregon 97401 f1fJD \~ W~ Re: Cascade Fabrication - 950 International Way 6x6x21 Flexural Beams cast on January 19, 1995 Dear Mr. Hoffman: CONCRETE POUR INFORMATION 500 flexure ASTM I' 3/4" 58642 I 6.0 420 Hot Water 710 Eugene Sand & Gravel 7:15 am 51/4" 9.5 Fog 3.5 Tilt-up wall panels numbers 9,10,11,12,15,16,17,18,27, & 30 (load 2 placed in panel number 15) COMPRESSION TESTS I 01-26-95 beam 5400 450 7day I 02-16-95 beam 28 day I II 02-16-95 ' beam 28 day J c: City of Spnngfleld Morris Redden Affolter & West AlA 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 MA Y UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION.