ST0004(2006)-LR060622 (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 -48 Sam Garrett - Advanced Paving Company
REPORT DATE 6/22/06
TEST DATA
SPECIFICATIONS
Date Tested 6/20106
compaction 95 %
Technician Osvaldo Flores
Moisture- -2 to +4
MATERIAL REFERENCE CURVE DATA
OPTIMUM MAX. DRY
CURVE TEST MOISTURE DENSITY (pcf)
NO METHOD MATERIAL DESCRIPTION
150 131 5
488 D698 Flex base
IN -PLACE TEST RESULTS
TEST
NO
ELEVATION
OR LIFT
DENSITY AND MOISTURE TESTS ARE
LOCATION
Paving Sub- 3rade
Section #212 Sta 12 + 85
Section #212 Sta 12+ 15
Section #210 Sta 11 + 55
Section #205 Sta 9+ 75
Section #205 Sta 9+ 15
PER ASTM
REF
CURVE
D2922,
°/u
MOISTURE
D3017,
DRY
DENSITY
RESPECTIVtLY
MOISTURE
DEVIATION
DENSITY
488
134
1250
- 1 6
957
1
Final
2
Final
488
136
126 1
- 1 4
959
3
Final
488
13 5
1284
- 1 5
976
4
Final
488
13
12 7 4 �'
- 15
969
488
13 1
1254
- 1 9
954
5
Final
'DOES NOT COMPLY wiin rnvJcL1 1 0���•• •�^
Notes
Note This report is for the exclusive use of the Client addressed
This report may not be reproduced except in its entirety without W_
the written consent of LE Results apply only to above tests
LAWRENCE ENGINE
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- P•oiects 2006GC06 -0303 c•eeport Pkwy�C06- 0303 - in -place Density Report