Freeport NIP(7.0)-LR030404 ugineers
8908 Ambassador Row
Dallas, Texas 7524%4510
(214) 630-9745
(214) 630-9819 (fax)
MOISTURE DENSITY RELATIONS
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174206
Project No.: 037333
Date of Service: 04/03/2003
Report Date: 04/04/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain a sample of material from the j obsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONXV,~CrOR: Duke Realty Services,LP
TEST FOR: Stabilized Subgrade
MnTEm~&: Tannish Brown Sandy Clay (Lime
Treated)
CLASSIFICATION: Stabilized Subgrade
TESTM~THOD: ASTM D-698 ASTM D-4318
Method A
DATE SAMPLED: 04/03/2003
MATERIAL PREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: Lanny Gist
SAMPLE LOCATION: Building Pad, 700' E of W end of pad
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 100.0
OPTIMUM MOISTURE CONTENT, %: 22.0
LIQUID LIMIT: 33
PLASTIC LIMIT: 28
PLASTICITY INDEX: 5
Dry
Density
(PC0
MOISTURE DENSITY RELATIONS
103 " Zen airw ,idsc rye
Spa ific G :avis 2,6.'
101 ~
,, \ \
17 19 21 23 25 27 29
MOISTURE CONTENT (%)
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(I) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Paeheco Koch Consulting Engineers
(1) Engineering Analyst
(I) City of Coppell Engineering Dept.
K. Scott Watson
CMT Operations Manager
06
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
repons are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
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