ST0004(2006)-LR060407 (4)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 -05
SAMPLE DATE:
4/4/2006
TEST DATE:
4/7/2006
Material Information
Soil ID # 492
Material Origin Onsite
Sample Location. South bound Freeport Parkway, sta 8 +00
Material Description: Brown clay with traces of yellow 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.
LAWREINkE N INEE ING
f 0/w oc,
L.1Projects\Projects 20061C06 -0303 Freeport Pkwy\C06- 0303 -05 Moisture Density Report #492 As
COMPACTION TEST REPORT
102
97
ZAV for
Sp G =
2.7
92
A
N
87
82
77
17 19 21 23 25 27 29
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
60
44
71
TEST RESULTS
MATERIAL DESCRIPTION
Brown clay with traces of yellow clay
Maximum dry density = 93.5 pcf
Optimum moisture = 24 0 %
Project No. C06 -0303 Client: City of Coppell
Remarks
Project: Freeport Pkwy
Sample No 492
Date 4/7/06
0 Location S bound Freeport Pkwy Sta 8 +00
Lawrence Engineering
Dallas, TX
Report No. 05