ST0004(2006)-LR060407 (3)LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B 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 -04
SAMPLE DATE:
4/4/2006
TEST DATE:
4/7/2006
Material Information
Soil ID # 490
Material Origin: Onsite
Sample Location: South bound Freeport Parkway, sta 71 +50
Material Description: Brown sandy clay with traces of limestone fragments
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.
.
LAWR NC ENGINE RING
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L.1Projects\Projects 20061C06 -0303 Freeport Pkwy1C06- 0303 -04 Moisture Density Report #490 As
COMPACTION TEST REPORT
119
114
109
a
-
4)
Z
0
104
ZAV for
Sp G =
2.7
99
94
12 14 16 18 20 22 24
Water content, %
Test specification. ASTM D 698 -00a Method C Standard
Elev/
Classification
Nat.
%>
%<
Sp.G.
LL
PI
USCS
AASHTO
Depth
Moist.
314 in.
No.200
41
28
55
TEST RESULTS
MATERIAL DESCRIPTION
Maximum dry density = 108 0 pcf
Brown sandy clay with traces of limestone
fragments
Optimum moisture = 16.5 %
Project No. C06 -0303 Client: City of Copped
Remarks:
Project: Freeport Pkwy
Sample No 490
Date. 4/7/06
• Location S bound Freeport Pkwy Sta 71 +50
Lawrence Engineering
Dallas, TX
Report No.
04