ST0004(2006)-LR060418LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Street Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 49 -9108
SOIL MOISTURE - DENSITY TEST REPORT
IN -PLACE TESTS BY NUCLEAR METHODS (ASTM D2922)
CLIENT: City of Coppell REPORT DISTRIBUTION
PROJECT. Freeport Parkway Rick O'dell - City of Coppell
LE REPORT #: C06- 0303 -09
REPORT DATE: 4/18/06
SPECIFICATIONS TEST DATA
Compaction: 95%
Date Tested: 4/18/06
% Moisture: Opt + Technician: Rolando Ramirez
MATERIAL REFERENCE CURVE DATA
CURVE
NO.
TEST
METHOD
MATERIAL DESCRIPTION
OPTIMUM
MOISTURE
MAX. DRY
DENSITY (pcf)
519
D 698
Dark brownish gray clay native material
340
855
Re -test of test 1 on 4/13/06
519
359
846
+ 1 9
989
2
Final
Re -test of test 2 on 4/13/06
519
IN -PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TEST
NO
ELEVATION
OR LIFT
LOCATION
REF
CURVE
%
MOISTURE
DRY
DENSITY
MOISTURE
DEVIATION
%
DENSITY
1
Final
Re -test of test 1 on 4/13/06
519
359
846
+ 1 9
989
2
Final
Re -test of test 2 on 4/13/06
519
341
851
+ 01
995
3
Final
Re -test of test 3 on 4/13/06
519
348
872
+ 08
1020
Notes
Note. This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without
the written consent of LE Results apply only to above tests.
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