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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2008-6-12 'ft~..lInfonnation l~~,! 1b Build On' 1I'nsI'", ,," i", . Con8utCtnlJ . JlIoUng FIELD DENSITY REPORT SOIL AND~OIL-AGGREGATE Client: Kevin Address: KH Construction 3619 Kendra Street Eugene, OR 97404 . Project No.: 722-80144-2 Project: "Just Brew It" Coffee House' Project. 2626 Game Fami" Road Location:. Springfield, Oregon Equipment: Troxler: 3430 SN: 30016 Date Performed: P.O. No.: B.P. No.: Technician: Laboratory Soil! Aggregate Data. Moisture Density Relationship of 128Ibs.lcu.ft., at 11 % moisture. is from. our report number 722-80144-2, dated 6/18/08 from the on-site stockpile. Field Density Tests: Nuclear Method (ASTM D2922){ASTM D3017){Standard Count: MS 657 DS 2337) Test No. Approximate Test Elev. Probe Wet Density Dry Density Depth LBSIGU,FT. LBSICU.FT. Percent Percent Required Mo!sture Compaction Compaction' Comments Approximate TestLocation 1 125' East/38' South of existing parking lots -8" FRG 2 130' East/60' South of existing parking lo\s ~8n FRG 3 122' East/18' North of existing parking lots I -8" FRG Tests performed at below finished grade of base rock at listed locations above. Tests were reported to Kevin. . Additional Remarks: FRG - finished rock grade; picked up proctor sample 8" 8" 8" 132.3 132.3 127.1 122.6 120.5 116.8 c: City of Springfield 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax CCB #176269 June 12, 2008 COM2008-00228 Devon Hovis 7.9 9.8 8.8 95.8 N/A Drivewav 94.1 NIA 91.3 N/A Respectfully Sub '!ted M:' e '"'"'''[ '"0 David Smith Branch Manager Driveway Driveway .--- THIS REPORT IS PROVID~D FOR THE INFORfo.jA nON OF THE CLIENT aNL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED,WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES,