ST0004(2006)-LR060516LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Street 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 D2922)
CLIENT: City of Coppell REPORT DISTRIBUTION:
PROJECT: Freeport Parkway Rick O'Dell - City of Coppell
LE REPORT # : C06- 0303 -28 Sam Garrett - Advanced Paving Company
REPORT DATE: 5116/06
SPECIFICATIONS TEST DATA
% Compaction: 95% Date Tested: 5/11 /06
% Moisture -2 to +4 Technician: Alex Maya
MATERIAL REFERENCE CURVE DATA
CURVE
NO
TEST
METHOD
MATERIAL DESCRIPTION
OPTIMUM
MOISTURE
MAX. DRY
DENSITY (pcf)
490
D 698
Brown sandy clay with traces of limestone fragments
165
1080
Paving repair along Freeport Parkwa
1
Final
25' south x 6' west from northeast
corner of section #124
490
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
Paving repair along Freeport Parkwa
1
Final
25' south x 6' west from northeast
corner of section #124
490
19.2
97.0
+ 2.7
89.8
2
Final
80' south x 6' west from northeast
corner of section #125
490
20.2
96.0
+ 3.7
88.9
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 ENGINEERING
L: \Projects \Projects 2006 \C06 -0303 Freeport PkwykC06- 0303 -28 In -Place Density Report