ST0001-LR020111 (2)RoneEngineers
8900 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
MOISTURE DENSITY RELATIONS
Client: City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Projec~'Creekv'lew Drive and/"'
Coppell, TX~.~,
Se~s' O' brain a~'le°fmaterial fi-om the jobsite, briog the sample
"n,,,a.,.a~n~'~nce with ASTM Standards.
Report No.: 141098
Project No.: 015729
Date of Service: 01/04/2002
Report Date: 01/11/2002
back to the laboratory and perform a moisture density relationship test in
PROJECT DATA
CONTRACTOR: Infastructures Inc.
TEST FOR: Fill Material
MATERIAL: Dark Brown, Gray and Tan Clay
CLASSIFICATION: Fill Material
TESTMETDOD: ASTM D-698
Method A
ASTM D-4318
DATE SAMPLED: 01/04/2002
MATERIAL PREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: J. Jernigan
SAMPLE LOCATION: On site
REPORT OFTEST
MAXIMUM DRY DENSITY, pcf: 94.5 ~
OPTIMUM MOISTURE CONTENT, %: 25.5 ~
LIQUID LIMIT: 72 Dry
PLASTIC LIMIT: 22 Density
(pc0
PLASTICITY INDEXO
Technician: Joe Jernigan
Report Distribution:
(I) City of Copp¢ll
(I) City of Copp¢ll
(I) City of Coppell
(I) Infrastructure Services, lnc,
98
96
94
92
90
MOISTURE DENSITY RELATIONS
Zero! air voids c trve
S~ecific G'ravit ~{ 2.65
(1) City of Coppell
(I) Scbricke[, Rollins & Assoc., Inc.
20 22 24 26 28 30 32
MOISTURE CONTENT (%)
/ Z_/Clay Stark
d~roject Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided lbr testing. W~'assume no responsibility lbr variation in quality
{composition, appearance, perlbrmanc¢, etc.) or any otber Ibature of similar subject matter provided by persons or conditions over which we bare no control. Our letters and
reports are lbr tile exclusive use of the clients to whon~ they are addressed and sball no be reproduced excep n i I without the written approval of Rone Engineers, Inc.
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