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
. .
MOISTURE/DENSITY 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).
Test
No.
Approx.
Elev.
Wet
Density
cf
Percent
Moisture
Dry Density
(pcf
Compaction
Re ui.rement
1
2
~
FG
FG
141.2
144.0
3.4
3.0
136.5
139.8
97.0
99.0
95.0
95.0
Lot 67
3 South end FG 137.6 2.8
4 North end FG 141.0 2.5
~ "Zpl J - 117 1- 613
Tests performed at finished grade of base rock under home sites.
tj 1/?" C /t:'d./ ',r. D .
Remarks: Eric Hendrickson (Hayden-Homes) was advised of test results.
133.9
137.5
95.0
98.0
95.0
95.0
Reviewed By:
eyer
anager .'
MLM:sc
This report and/or enclosed test data is the confidential property ofthe client to whom it is addressed and pertains 10 the specific process and/or materinl evaluated. As such, information
sontained herein shall not be reproduced in part of full andlor any part thereof be disclosed without FEl Testing & Inspection, Inc. 's written authorization.
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