HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2011-7-21
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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.
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