HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-8-2 ® Page 1 of 1
1ES00 INSPECTION,tnr.
Otu,e<hnlrul&eenitwownServices Geoted,meal&Constnjciionservices Field Density Test Results - ASTM D 2922
Client: Mr. Dan McIntyre Project: Dr. Stambaugh Dental Office Date: 08-02-13
• McIntyre Construction 1863 Laura St. Project No.: 2137139
90472 Woodruff Street Springfield, Oregon Report No.: E-34562
Eugene, Oregon 97402 B.P. No.: 811-LDP2013-00056
MOISTURE/DENSITY DATA: ASTM D698 - Maximum Dry Density of 125.9 pcf, at 12.6% moisture furnished by
contractor.
Wet Dry
Test Approximate Location Approx. Density Percent Density Percent Compaction
No. ' Elev. (pcf) Moisture (pcf) Compaction Requirement
1 Near southeast corner FG 133.7 4.5 127.9 100+ 95
2 Near center of east side FG 138.7 3.9 133.5 100+ 95
3 Near northeast corner FG 137.8 4.1 132.4 100+ 95
4 Near center of north side FG 143.0 4.3 137.2 100+ 95
5 Near northwest corner FG 139.4 3.7 134.5 100+ 95
6 Near center of west side FG 143,0 4.9 137.2 100+ 95
7 Near southwest corner FG 128.1 4.5 122.7 98 95
8 Near center of south side FG 132.3 4.8 126.3 100+ 95
Tests performed at finished grade of base rock under perimeter continuous footings.
Remarks: Dan McIntyre (McIntyre Construction)was advised of test results. ,
Reviewed By:
A. e ---
Michael L. Meyer
Technical Manager
c:
City of Springfield — Robert Castile (email)
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MLM:sn
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This report miler enclosed test data is the confidcntial property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,infonnation
contained herein shall not be reproduced in part or full andror any part thereof be disclosed without FEl Testing&Inspection,Inc.'s written authorization.
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