ST0004(2006)-LR060427 (2)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 -14 Sam Garrett - Advanced Paving Company
REPORT DATE 4/27/06
SPECIFICATIONS TEST DATA
% Compaction: 95% Date Tested. 4/25/06
% Moisture- -2 to +4 Technician A. Maya
MATERIAL REFERENCE CURVE DATA
CURVE
NO
TEST
METHOD
MATERIAL DESCRIPTION
OPTIMUM
MOISTURE
MAX. DRY
DENSITY (pcf)
488
D 698 -C
Gray Flex Base
150
1315
Freeport Pkwy Pavement replacement
flexbase sub grade
1
Final
Northbound - outside lane Sta 11 + 60
488
IN -PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TEST
NO.
ELEVATION
OR LIFT
LOCATION
REF
CURVEI
I %
MOISTURE
DRY
DENSITY
MOISTURE
DEVIATION
%
DENSITY
Freeport Pkwy Pavement replacement
flexbase sub grade
1
Final
Northbound - outside lane Sta 11 + 60
488
13.3
121.6
- 1.7
92.5*
2
Final
Retest of test #1, Report C06- 0303 -13,
dated 4/24/06 pm (Sta 12 +90)
488
1 13.1
122.6
- 1.9
93.2*
Notes. * Does not comply with project specification
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.
LAWRE CE ENGINE RING
L.1Projects\Projects 20061C06 -0303 Freeport Pkwy\C06- 0303 -14 In -Place Density Report
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 -14
REPORT DATE: 4/27/06
SPECIFICATIONS TEST DATA
% Compaction: 95%
Date Tested 4/25/06
% Moisture: -2 to +4 Technician A. Maya
MATERIAL REFERENCE CURVE DATA
CURVE
NO.
TEST
METHOD
MATERIAL DESCRIPTION
OPTIMUM
MOISTURE
MAX. DRY
DENSITY (pcf)
488
D 698 -C
Gray Flex Base
150
1315
Paving repair along Freeport Parkwa
1
Final
Freeport Parkway north bound outside
lane Sta. 11 + 60
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
Paving repair along Freeport Parkwa
1
Final
Freeport Parkway north bound outside
lane Sta. 11 + 60
488
13.3
121.6
- 1.7
92.5*
2
Final
Freeport Parkway north bound outside
lane Sta. 12 + 90
488
13.1
122.6
- 1.9
93.2*
Notes: * Does not comply with project specification
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 o a Z
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