Freeport NIP(7.0)-LR030328 (2) gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
{214) 630-9745
(214) 630-9819 (lax)
MOISTURE DENSITY RELATIONS
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 173272
Project No.: 037333
Date of Service: 03/24/2003
Report Date: 03/28/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Ol~tain a sample of material from thejobsite, bring the sample back to the laboratory and perlbrm a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTI~,CTOR: Duke Realty Services, LP
TEST FOR: Building Subgrade
MATERIAL: Dark Brown Clay (lime treated)
CLASSIFICATION: Building Subgrade
'rEST METHOD: ASTM D-698 ASTM D-43 l 8
Method A
DATE SAMPLED: 03/24/2003
MATERIAL PREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: Lanny Gist
SAMPLE LOCATION: 300' East & 400' South of Northwest
Corner Building Slab
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 101.0
OPTIMUM MOISTURE CONTENT, %: 20.0
LIQUID LIMIT: 36
PLASTIC LIMIT: 24
PLASTICITY INDEX: 12
MOISTURE DENSITY RELATIONS
105 I I ' i k ! ~ [ Zeroiair voids curve
103
Dry j
Density
(pcf~
'
99
16 18 20 22 24 26 28
MOISTURE CONTENT (%)
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(I) City of Coppell Eogineering Dept.
(1) Pacheco Koch Constllting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation m qnality
(composition, appearance, performm~ce, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control, Our letters and
reports are tbr the exclusive ose of the clients to whom they are addressed and shall not be reproduced except in full without the written approval ofRone Eugineers, Ltd.
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