ST0004(2006)-LR060428LAWRENCE 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 #: CO6- 0303 -19 Sam Garrett - Advanced Paving Company
REPORT DATE: 4/28/06
SPECIFICATIONS TEST DATA
% Compaction: 95%
% Moisture: -2 to +4
Technician David Salamanca
MATERIAL REFERENCE CURVE DATA
CURVE
NO.
TEST
METHOD
MATERIAL DESCRIPTION
OPTIMUM
MOISTURE
MAX. DRY
DENSITY (pcf)
488
D 698 -C
Gra Flex Base
150
1315
Freeport Pkwy pavement replacement -
flexbase sub grade
1
1 Flex Base
Northbound Sta 15 + 25
488
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
Freeport Pkwy pavement replacement -
flexbase sub grade
1
1 Flex Base
Northbound Sta 15 + 25
488
140
1258
- 1 0
957
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- 4/28/06
b.
LAWRENCR ENGINEERIN
L. \Projects\Projects 2006 \CO6 -0303 Freeport Pkwy\C06- 0303 -19 In -Place Density Report