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HomeMy WebLinkAboutPermit Field Test & Inspection Report 1997-5-16 BRAUN'M I NTE RTEC Braun Intertec Corporation 2285 Nugget Way Eugene, Oregon 97403 541.746-9649 Fax: 746-7163 Engineers and Scientists Serving the Built and Natural Environments DAILY FIELD REPORT May 16, 1997 Rf9j~~Jt'gmR~r:?.i.... EBXX-97-0149 Allen Colburn General ConI. E-59288 TCBY Yogurt nla ~ Q Street ~ilUm~gE~fmiytmm!'i~tI97-0206 Springfield, Oregon We;(!h~r:ii\ Clear rr~i1~Qfi!n~p~f!iQnX?i Epoxy Anchors J'~R~\tf~!tHf.!Vt~:,;+'i Walls 13fi~~nf.~8W9!!!gi;i \ Cant at roof ledger on west and east walls, ~I Performed visual inspection on the epoxy all thread anchors, Four anchors were installed on the west wall and five anchors were installed on the east wall over partition walls, 5/8" all thread anchor bolts were installed with a ininium of 55/8" embeddment depth with a hole diameter of 1l/16", and with Rawl Hammer Capsules #6704, Embeddment depth, cleanliness, diameter of hole and application of epoxy are in compliance with jobsite plans, J.' except for north hole on east wall, North hole on east wall embeddment depth was only 4". Allen with Allen UColburn General Contractors was notified of on-site_inspection results. Inspector: David T, Craig - ICBO# 91160 If you have-any questions regarding this report, please feel free to call Raymond V, Aliperti at (541) 746-9649. c: City of Springfield Biggs Cardoza Associates Allen Colburn General Contractors As 8 mutual protection to clients, the pubiic, and ourselves, all reports are submitted as the conlidentiul property of clients and are intended for the use of our clients only. . No other person or entity may utilize the report or any portion thereof without our written authorization. , :,;; ~ t...." 'I .' ;;~I (I .:.'.,:,>:"::. . ...:"1,1",1'_:', ' :~~., ;,:;j"~;>;::~~" :~~'~~':'~;~';.~:';:~~~~~~~'J~~'~':;";'~:~i~~'~:!~~ ~~--;::T:' ,~'~/~:; ::~ '~':'~f:~~~'::'~';~~'~':~~~:~~:-'!;' . .... ~~-; =~~.;.- ~-~>. ~~, ~."~-r '.':~:~'~' ':.~~'-= I,';;: ~': :-,1' [,,'Ii ::;;J" , ~',I Il:,~:," fi 1 ,~.: J, !k :'''1',. ,"',"),(1," ,':f"J':: 'J'.' '~""" .' "",", ',' :~,',,"i..' ',' ',:' . 'J' ..,.' , . ~. .. ~ ' . . . . '; ';' IIp 1''':;' 1'";,,, '~,.' \'iP?'; ,.t,:,"" ',':'.-: i::!'lP.';(:',W,;::'J" :;J':.i,:' ';:',:,;;::'j'.~::' {:!:,j;.=):;fr:;lfq.F";!';; ;;1:(,. ;;:j:l;.~,!!.:L (',1 ':~~t::'k, ;;'.':- :.J "~l;a:t;l;~:WJ'; tl,!i~: F!}.'-;!r~: ~.,',,~ ....- _.'_:'~:'_i ~i 'J' 1:" ': i~!~: ' ,'" . ~'! ~!', ' , ',:', .-.: :', ~;-." ~.', l : : 1 ,::.1.:1 ;t..;;::'.... ," "-'.' f " f; \groups \pub-data ~ wpdo:c \reports \insp \aJ 15 9288 . tcb BRAUN I N T E R T E CN 0 R T H W EST Inspecting Engineers--Chemists 2285 NUGGET WAY EUGENE, OR 97403 Phone: (503) 746-9649 FAX: 746-7163 CONCRETE COMPRESSION TESTS TESTED FOR:Allen Colburn General Contractors CAST BY:our rep. D. Craig PROJECT:TCBY Yogurt ~ ADDRESS: i:: ~_~~)_..n;;J.~-&r-. springfield, Oregon TYPE OF SPECIMEN:3 x 6 grout cylinders 2000 psi, 3f8"MAX SIZED AGGREGATE ADDITIVES: SOURCE:Eugene Sand & Gravel PRODUCT CODE: 18 CONDITION OF STORAGE: UBC PROJECT NO.:EBXX970149 REPORT NO:12-047-7421 P.O. NO: PERMIT NO:97-0206_ DATE MADE:04/29/97 DATE REC'D:05/01/97 .SACK MIX 3000 psi placed. SLUMP: 8" TICKET NO: 113130W AIR TEMP: 64 LOAD NO: 1 CONC TEMP: 63 LOCATION OF POUR:8" CMU walls on to 16'8". TIME: 3:15 pm CU. YARDS: 8.0 WEATHER: clear % AIR: east, west and south side of building at 13'4" Test Weight Load - lbs. Age Date Mark Pounds per sq. in. Averaqe Tested 05/06/97 2160 7 day 05/06/97 2260 2210 7 day OS/27/97 3720 28 day OS/27/97 3760 3740 28 day cyl only Note: advised superintendent of on-site test results. cc: Allen Colburn Gen. Con. City of Springfield Biggs Cardoza Associates-T.Wolden 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.