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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2007-8-2 I"~ . No. 1953 P 2 . 00m10lfl '-, Oi[,l9o I' ' K & A Engineerillll, Int. q,' . 3327 Roanoke Ave., Eugene, OR 97408 O (541) 684-9399 Voice U . .' . (541) 684-9358 FAX Aug. 3., 2007 7: 45AM ' ':0:: . <3 enginl.'Hing ~ August 2. 2007 S & M Rock and Loam, Inc, 34052 Seady Loop Eugene, OR 97405 Subject: 5736 peridot Way-Lot 12. Springfield, Oregon In,spection of Foundation Fill Project 146.07 \ At your request, we have inspected the in'place density 01 granular lills placed on the subjectloundaUon pad, The lill consists 01 approximately lto 8,inches 01 3,4-inch minus, dense graded crushed aggregate, Accorlling to our tield-tesUng 1 we have lleterminellthat the average dl)' density equalS or exceeds 95% ot the maximum as determined by ASTM D698, ' We recommend approval 01 the foundation fill, as canstructed;by the building official. Thank you lor the opportunity to be ot selVice, Please call us n you have questions or need lurther assistance, RespeCtfully. ~ Sieve Schultz, E.1.1 K & A Engineering, Inc, ~~sI17r I Soil or aggregate'density according to ASTM 02922 and water content according to ASTM 03017 ,>~7~i~ Aug, 3 2007 7:46AM Densily of Soil and Soil-Aggregates In-Place ASTM 02922 and 03017 I Proiect 146,07 I Site Address: 5736 Peridot Wav--Lot 12 ' I ' Permit No: I Dale: 8/2/2007 I Density Test Tvpe I: DT-4 I Operator: 55 ,I Material Type: 3/4-inch minus d811se graded crushed aggregate I Maximum DIY DensUy, oel 128,0 I Slandardization and Releren~e Checl 6, Density I (Slandard Deviatlonsj (S.D,) , 1.37 I to Moisture, I (S,D:) No, 1953 P 3 0,68 ., -' Direct Transmission (DT) (specify depth, in,) or Air Gap Backscatter (AGB) (specifiy(T)ouchable or (U)ntouchable mooe ' Test perfoRTIed using Seaman Nuclear Corp modeIC-300, SN 21113 , Cfient S & M Rock and Loam. Inc. Project 146,07 ,K " A Engineering, Inc. . 81212007