WA9701-LR0604017 8908 Ambassador Row, Dallas, TX 75247
Engineering 2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
MOISTURE DENSITY RELATIONS
Client: City of Coppell
Report No.: 253420
Ms Suzan Taylor
Project No.: 0511107
PO Box 9478
Date of Service: 03/29/2006
Coppell TX 75019
Report Date: 04/01/2006
Project: Denton Tap Road
16" Waterline
Coppell, Texas
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR. J T Dersner,_ Inc DATE SAMPLED- 03/29/2006
TEST FOR. Subgrade MATERLAL PREPARATION Moist
MATERIAL. Medium Brown Clayey Sand RAMMER TIDE. Mechanical
W /Limestone Fragments SAMPLED BY K. Brimmgham
CLASSIFICATION Subgrade SAMPLE LOCATION- Denton Tap Road, Station 29 +00
TEST METHOD- ASTM D -698 ASTM D -43 18
Method B
REPORT OF TEST
MAXIMUM DRl DENSITl, pcf: 117 0
OPTIMUM MOISTURE CONTENT, % 12 0
MOISTURE DENSITY RELATIONS
119
LIQUID LIMIT 26 117
Dry
PLASTIC LIMIT 14 Density
(PC f)
PLASTICITY INDEX. 17 115
113
111
8 10 12 14 16 18
MOISTURE CONTENT ( %)
Technician. Ken Brlmingham
Report Distribution
(1) City of Coppell
(1 ) City of Coppell
20
LII UTATIONS 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, 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
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 Engineering Services, Ltd.
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CMT Operations Manager