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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2002-12-17 r OEC-17-a002 laU5P f'ROM~ TO; 15~16835625' P:3.13 :ORJ ~ NESS ~ FASSBENDER, ~INC. LAND SURVEYINC . CONSTRUCTION_ SUPERYISION . WATER"RIGI1 rs fX~MINATIONS CIVIL ENGINURINC . Gf.OT[CHNtCA( . ENVIRONMENTAL Oeaember 17, 2002 GrassRoots Development 1135 C8I Young Road Eugene, Oregon 97401 RE: Aggregate Compection Evaluation Gary and Cynthia Crisp lot 86 - Soatth Hllta No"" Subdivision . 6851 Ivy Street ; Springfield, Oregon ,-l ~~.. ft> ~.'" ~ ~ I , On December 16, ~ a geotectmicat enginM' from FOrd-NaS$-Faatbonder, Inc. visited the aubjeCt MO to assess the budding p.d conditions with respect to the rel~ compaction of the aggr~ QQV8f. / ./ -f ..'_~ SiW testing of ttre '1~..o e:r~ ag~1 ,o;~ate from sptinQfie1d Queny indicatea that the thickn8as of aggregate is approximately 2-inches at the rear of the pad and tHnehes at the front The ~ .' . ,'c tlSl::J"''''oate has been ~ to at 1ea6t 96~ of the mllteriats maximum dry denstty of 133.5 pcf i1S aekl,.ili 8Id by MSHTO T...99 method. The 8Ubg~e and agg., .,~'i. ie fiP are suitable far QOoverttional resklentiel style pilrimeter faotirtg w. ~b uctlon. We reoommend that an fOotingS be reinforceo WIth at It. two #4 eteel telnfordng bars, and that SUTfar,e ~ be dfremecf WNSY from the foundatiaM .00 not allowed to pond aOjaconl: to footingt.. We do nnt recommend BHowing dumD-trUCks, conaete truck$ or other ~ equipment onto 1he bu~",~ pad during wet ,weather. ( " , : \'11 ~ - ;.- ~ , , , sincerely,; i ' , Fofd..Ness-Faubender tnc. i . I "' /i .' 1161-lwy-!l9 "'.,Svlta: 100. P.O. !.'(Ill uns. ElISIlft/). O1l97401. (!i41) 34'1. 18S2. fax (5411 j44 9!l~ l ~.mtJil~ tna.ll@tntinl' n~.Wc1Hlte. wwwrof,..... tlC1: Cmlfied W B-E.I t) B E ~)