ST0004(2006)-LR060427 (4)LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Street Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9
SOIL MOISTURE - DENSITY TEST REPORT
IN -PLACE TESTS BY NUCLEAR METHODS (ASTM D2922)
CLIENT City of Coppell REPORT DISTRIBUTION
PROJECT: Freeport Parkway Rick Odell - City of Coppell
LE REPORT #- C06- 0303 -17
REPORT DATE 4/27/06
SPECIFICATIONS TEST DATA
% Compaction. 95%
% Moisture. -2 to +4
Date Tested: 4/26/06
Technician: David 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
Retested #2 on 4/25/06
488
144
1258
- 06
957
IN -PLACE TEST RESULTS
nFNRITY A MOISTURE TESTS ARE PER ASTM D2922. D3017, RESPECTIVELY
TEST
NO
ELEVATION
OR LIFT
LOCATION
REF
CURVE
%
MOISTURE
DRY
DENSITY
MOISTURE
DEVIATION
%
DENSITY
1
Final
Retested #2 on 4/25/06
488
144
1258
- 06
957
Notes:
Note. This report is for the exclusive use of the Client addressed. � /J �
This report may not be reproduced except in its entirety, without '
/` ,'/�G -z��
the written consent of LE. Results apply only to above tests. - 'Z'
LAWRENCE ENGINEERING
L:1Projects\Projects 20061C06 -0303 Freeport Pkwy\C06- 0303 -17 In -Place Density Report
O
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 -17 Sam Garrett - Advanced Paving Company
REPORT DATE 4/27/06
SPECIFICATIONS TEST DATA
% Compaction. 95%
% Moisture: -2 to +4
Date Tested: 4/26/06
Technician: David 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
Freeport Pkwy Pavement replacement -
flexbase sub grade
1
Final
Retest of test #2, Report C06- 0303 -16,
dated 04/25/06 prn Sta. 12 +90
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
Final
Retest of test #2, Report C06- 0303 -16,
dated 04/25/06 prn Sta. 12 +90
488
144
1258
- 06
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.
LAWRE CE ENGINEE NG
L:1Projects\Projects 20061C06 -0303 Freeport Pkwy\C06- 0303 -17 In -Place Density Report