DR0501-LR060519LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108
SOIL MOISTURE - DENSITY TEST REPORT
IN -PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
CLIENT City of Coppell DISTRIBUTION:
PROJECT Wagon Wheel Park?' Larry Davis - City of Coppell
LE REPORT #- C06- 0401 -07 John Elias - City of Coppell
REPORT DATE: 5/19/06
SPECIFICATIONS TEST DATA
% Compaction. 95 Date Tested 5/18/06
% Moisture: -2/ +4
Technician
Alex Maya
MATERIAL REFERENCE CURVE DATA
CURVE
NO
TEST
METHOD
MATERIAL DESCRIPTION
OPTIMUM
MOISTURE
MAX. DRY
DENSITY (pcf)
494
D698
Brown clay with traces of light red sandstone
220
102 5
36" Line "G"
1
-9'
Sub -grade under pipe Sta. 1 + 94
494
TEST
NO
ELEVATION
OR LIFT
LOCATION
REF
CURVE
%
MOISTURE
DRY
DENSITY
MOISTURE
DEVIATION
DENSITY
36" Line "G"
1
-9'
Sub -grade under pipe Sta. 1 + 94
494
21 3
933
- 07 1
*91 0
2
-9'
Retest of #1
494
208
977
- 1 2
3
f
- DOES NOT COMPLY WITH PROJECT SPECIFICATIONS '
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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LAWRENCE ENGINEERI
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