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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2011-7-21 A,~ ........1 ~9tt 11~'lllIr"'II~1~111ll1l~ Geoted1nical & Construction Services Page 1 of 1 ./ Field Density Test Results - ASTM D 2922 Client: Mr. Eric Hendrickson Project: Hayden-Homes 2464 SW Glacier Place #110 Redmond, Oregon 97756 Westwinds Lot 66 & Lot 67 Springfield, Oregon Date: Project No.: Report No.: B.P. No.: 07-21-11 2117070 E-28819 MOISTUREIDENSITY DATA: AASHTO T99 - Maximum Dry Density of 141.0 pcf, at 9.0% moisture furnished by contractor for 3/4"-0 crushed quarry rock (Knife River- Springfield Quarry). Wet Test Approximate Location . Approx. Density Percent Dry Density Percent Compaction No. il(~ *~;(~., Elev. (DCft Moisture /DCft ComDaction Reauirement Lot 66 'it( tN 1 South end IkdV FG 141.2 3.4 136.5 97.0 95.0 2 North end FG 144.0 3.0 139.8 99.0 95.0 - ..~ 3 FG 137.6 2.8 133.9 95.0 95.0 4 FG 141.0 2.5 137.5 98.0 95.0 Tests performed at finished grade of base rock under home sites. Remarks: Eric Hendrickson (Hayden-Homes) was advised of lest results. Reviewed By: eyer anager : MLM:sc This report and/or enclosed test data is the confidential property of the client 10 whom it is addressed and pertains to the specific process and/or materml evaluated. As such. infonnalion contained herein shall no! be reproduced in part offuJl andlor any part thereof be disclosed without FEI Testing & lnspection, Inc. 's written authorization. 750NW Cornell A;clue' COMillis, Oregoo 97330. phooe(54I) 7574698, fux (541) 757-2'>>1 29540 B Airport Rooj. Euga1e, Oregoo 97402, phone(541 )684-3849' fux (541)684-3851 62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846