WA9901-LR030815Ro gineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 1S0, Houston, TX 77040
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client: City of Coppell Report No.: 192514
Attn: Suzan Taylor Project No.: 037862
Engineering Department
P. O. Box 478 Date of Service: 08/12/2003
Coppell TX 75019 Report Date: 08/15/2003
Project: Meadowcreek/Rolling Hills
8" Water line WA 99-01
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.
COIVrRACTOR: Site Concrete
TEST FOR: Natural Subgrade
M~T~RIAL: Medium Brown Clayey Sand
CLASSIFICATION: Natural Subgrade
TEST METHOD: ASTM D-698 ASTM D-4318
Method B
PROJECT DATA
DATE SAMPLED: 08/12/2003
MATERIAL PREPARATION: Moist
RAMamR ~?~: Mechanical
SAMPLED BY: Justin Sanders
SAMPLE LOCATION: Meadowcreek at Meadowbrook
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: ! 14.0
OPTIMUM MOISTURE CONTENT, %: 13.5
LIQUID LIMIT: 29
PLASTIC LIMIT: 17
PLASTICITY INDEX: 12
MOISTURE DENSITY RELATIONS
118 [, Z~ air ~ ids c trve
Spec itc ( avil 2.64
116
110 /
9 11 13 15 17 19 21
Technician: Justin Sanders
Report Distribution:
(1) City of Coppall
MOISTURE CONTENT (%)
,on C
Project ~ lager
LllVlITATIONS: The test results presented herein were prepared based upon the specific samples pwvided 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 havc no conh'ol. 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 Engineers, Ltd.
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