ST0004(2006)-LR060407 (2)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 -03
SAMPLE DATE: 4/4/2006
TEST DATE: 4/7/2006
Material Information
Soil ID # 489
Material Origin: Onsite
Sample Location: South bound Freeport Parkway, sta 38 +00
Material Description: Dark brown sandy 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.
LAWR C ENGINE ING
2GG
L.1Projects\Projects 20061C06 -0303 Freeport Pkwy\C06- 0303 -03 Moisture Density Report #489.xls
COMPACTION TEST REPORT
•:
1 955
930
U
Q
c
m
v
eT
0
905
00:: 1
855
155 180 205 230 255 280 305
Water content, %
Test specification
ZAV for
Sp G =
270
Elev/ Classification Nat. S G. LL PI % > % <
Depth USCS AASHTO Moist. p No.4 No.200
80 57 77
TEST RESULTS MATERIAL DESCRIPTION
Maximum dry density = 95.5 pcf Dark brown sandy clay
Optimum moisture = 24 5 %
Project No. C06 -0303 Client: City ofCoppell Remarks
Project: Freeport Pkwy Sample No 489
Date: 4/7/06
0 Location: S. bound Freeport Pkwy Sta 38 +00
Lawrence Engineering
Dallas, TX Report No. 03