ST9703-LR050729 ; one Engineering
8908 Ambassador Row, Dullas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client:
Project:
City of Coppell
Ms. Suzan Taylor
PO Box 9478
Coppell TX 75019
MacArthur Boulevard Widening
ST 97-03
Report No.: 238301
Project No.: 0510377
Date of Service: 07/25/2005
Report Date: 07/29/2005
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: JRJ Paving
TEST FOR: Subgrade
MATERIAL: Tan Sandy Clay w/limestone
fragments
CLASSIFICATION: Subgrade
TEST ~t~mOD: ASTM D-698 ASTM D-4318
Method B
DATE SAMPLED: 07/25/2005
MATERIAL pREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: J. Perez
SAMPLE LOCATION: MacAurther Blvd., Station 13 +00
REPORT OF TEST
MAXIMUM DRY DENSITY, per: 100.5
OPTIMUM MOISTURE CONTENT, %: 20.5
LIQUID LLMIT: 46
PLASTIC LIMIT: 32
?LASTICITY INDEX: 14
Technician: Julio Perez
Report Distribution:
(1) City of Coppell
(1) City of Coppell
MOISTURE DENSITY RELATIONS
104 ~ Zero air v fids { arve
Spec fie C cavit 2.7(
Dry 102
Density
1oo
17 19 21 23 25 27 29
MOISTURE CONTENT (%)
X.Clay Stark
Project Manager
~6
LIM/TATIONS: The list 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 conlroL 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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