ST0004(2006)-LR060427 (3)LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Street Suite B Dallas Texas 75243 Phone (972) 497 -9100 Fa (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 -16
REPORT DATE: 4/27/06
SPECIFICATIONS TEST DATA
% Compaction: 95% Date Tested: 4/25/06
% Moisture: -2 to +4 Technician: D Salamanca
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
Retested #1 on 4 -24 -06
1
Final
Retested #1 on 4 -24 -06 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
Retested #1 on 4 -24 -06
1
Final
Retested #1 on 4 -24 -06 Sta. 11 + 60
488
132
126 6
- 1 8
963
2
Final
Retested #1 on 4 -24 -06 Sta. 12 + 90
488
12.4
121.1
2.6
92.1*
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. a 6 Z
LAWRENCE ENGINEERING
0 L.1Projects\Projects 20061C06 -0303 Freeport Pkwy\C06- 0303 -16 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 -16 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: D Salamanca
MATERIAL REFERENCE CURVE DATA
CURVE
NO
TEST
METHOD
MATERIAL DESCRIPTION
OPTIMUM
MOISTURE
MAX. DRY
DENSITY (pcf)
488
D 698 -C
Gray Flex Base
150
131 5
Freeport Pkwy pavement replacement -
flebase sub grade
1
Final
Retest of test #1, Report C06- 0303 -14,
dated 4125/06 am. 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
Freeport Pkwy pavement replacement -
flebase sub grade
1
Final
Retest of test #1, Report C06- 0303 -14,
dated 4125/06 am. Sta 11 +60
488
132
1266
- 1 8
963
2
Final
Retest of test #2, Report C06- 0303 -14,
dated 4/25/06 am. (Sta 12 +90)
488
124
121.1
- 2.6
92.1*
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.
,U,,. Z . rb-,
LAWRE CE ENGINE RING
L.1ProjectsWrojects 20061C06 -0303 Freeport Pkwy1C06- 0303 -16 In -Place Density Report