ST0004(2006)-LR060424LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas Texas 75243 Phone ( 497 -9100 Fax (972) 497 -9 108
MOISTURE DENSITY RELATIONSHIP REPORT
CLIENT:
PROJECT:
LE REPORT #:
SAMPLE DATE:
TEST DATE:
City of Coppell
Freeport Parkway
C06- 0303 -11
4/18/2006
4/24/2006
DISTRIBUTION:
Rick O'dell - City of Coppell
Material Information
Soil ID # 521
Material Origin:
Sample Location:
Onsite
Freeport Parkway
Material Description: Tan and brown mottled clay
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.
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LAWREN E ENGI 1 G
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L.\Projects \Projects 2006 \C06 -0303 Freeport Pkwy \C06 - 0303 -11 Moisture Density Report #521 As
MOISTURE - DENSITY RELATIONSHIP
89
87
85
U
n
c
a�
Z
83
ZAV for
Sp G =
2.7
81
79
235 260 285 310 335 360 385
Water content, %
Test specification. ASTM D 698 -00a Method A Standard
Elev/
Classification
Nat.
S G.
p�
LL
PI
% >
% <
USCS
AASHTO
Depth
Moist.
No.4
No.200
2.7
74
55
91%
TEST RESULTS
M ATERIAL DESCRIPTION
Tan and brown mottled clay
Maximum dry density = 86.5 pcf
Optimum moisture = 31 0 %
Project No. C06 -0303 Client: City ofCoppell
Remarks
Project: Freeport Pkwy
Date. 4/24/06
• Source Sample No. 521
Lawrence Engineering
Dallas, TX
Report No. 1 I