ST0004(2006)-LR060407LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite 6 Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108
MOISTURE DENSITY RELATIONSHIP REPORT
CLIENT: City of Coppell DISTRIBUTION:
PROJECT- Freeport Parkway Rick O'dell - City of Coppell
LE REPORT #: C06- 0303 -02
SAMPLE DATE: 4/4/2006
TEST DATE: 4/7/2006
Material Information
Soil ID # 488
Material Origin:
Sample Location:
Contractor Supplied
Contractor Supplied
Material Description: Grey Flexbase
Test Method. ASTM D698
Remarks
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.
1 6.
LAWR NCE ENGIN ERING
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L.1Projects\Projects 20061C06 -0303 Freeport Pkwy\C06- 0303 -02 Moisture Density Report #488 As
MOISTURE - DENSITY RELATIONSHIP
141
136
131
U
CL
C
N
a
Z
126
121
116
1
9 11 13 15 17 19 21
Water content, %
Test Specification. ASTM D 698 -00a Method C Standard
Elev/
Classification
Nat.
S G.
p
LL
PI
USCS
AASHTO
Depth
Moist.
3/4 in.
No.200
45
17
9%
TEST RESULTS
MATERIAL DESCRIPTION
Maximum dry density = 131 7 pcf
Grey Flexbase
Optimum moisture = 15 0 %
Project No. C06 -0303 Client: City ofCoppell
Remarks
Project: Freeport Pkwy
SAMPLE NO 488
Date. 4/7/06
• Location Contractor supplied
Lawrence Engineering
Dallas, TX
Report No. 02