ST0004(2006)-LR060417LAWRENCE 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 -08
SAMPLE DATE:
4/13/2006
TEST DATE-
4/17/2006
Material Information
Soil ID # 519
Material Origin: Onsite
Sample Location: South bound Freeport Parkway, 300' South of Wrangler Dr
Material Description: Dark brownish gray clay (Native Material)
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 NCE ENGINE RING
L.1Projects\Projects 20061C06 -0303 Freeport Pkwy\C06- 0303 -08 Moisture Density Report #519 As
COMPACTION TEST REPORT
880
855
830
U
C
a
o
ZAV for
Sp G =
805
27
780
755
28 30 32 34 36 38 40
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
TEST RESULTS
MATERIAL DESCRIPTION
Maximum dry density — 85 5 pcf
Dark brownish gray clay (Native Material)
Optimum moisture = 34 0 %
Project No. C06 -0303 Client: City of Coppell
Remarks.
Project: Freeport Pkwy
Sample # 519
Date 4/17/06
• Location South bound Freeport Pkwy - 300' South of Wrangler Dr
Lawrence Engineering
Dallas, TX
Report No. 08