ST0004(2006)-LR060516 (3)LAWRENCE 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 -30 Sam Garrett - Advanced Paving Company
REPORT DATE 5/16/06
SPECIFICATIONS TEST DATA
% Compaction 95%
% 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
Pavin repair along Freeport Parkwa
1
Final
Retest #1 Dated from 5/12/06 Report
C06- 0303 -29 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
Pavin repair along Freeport Parkwa
1
Final
Retest #1 Dated from 5/12/06 Report
C06- 0303 -29 Section #124
490
15.2
1057
- 1 3
979
2
Final
Retest #2 Dated from 5/12/06 Report
C06- 0303 -29 Section #124
490
148
105.2
- 1 7
974
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.
Date Tested: 5112/06
(a 5-IT
LAWRENCE ENG111111WKING
L.1Projects\Projects 20061C06 -0303 Freeport Pkwy\C06- 0303 -30 In -Place Density Report