ST0001-LR020128 (2)RoneEn g
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Dallas, Texas 75247-4510
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MOISTURE DENSITY RELATIONS
Client:
Project:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Report No.: 142724
Project No.: 015729
Date of Service: 01/28/2002
Report Date: 01/28/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
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.
CONTRACTOR: Infrastructure Services, Inc.
TEST FOR: Paving Subgrade
MATERIAL: Dark Brown Clay, trace organics
and gravel (Lime treated)
CLASSIFICATION: Paving Subgrade
TEST METaOD: ASTM D-698
Method A
ASTM D-4318
PROJECT DATA
DATE SAMPLED: 01/28/2002
MATERIAL PREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: J. Jernigan
SAMPLE LOCATION: Middle of Freeport Extension
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 96.5
OPTIMUM MOISTURE CONTENT, %: 22.5
LIQUID LIMIT: 32 Dry
Densily
PLASTIC LIMIT: 26 Ipe0
PLASTICITY INDEX: 6
MOISTURE DENSITY RELATIONS
99
9~
9!
93
91
18 20 22 24 26 28 30
MOISTURE CONTENT (%)
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppell (1) City of Coppell
(1) City of Coppell (1) Schrickel, Rollins & Assoc., Inc. El;
(D City of Coppell Proj
r Stark
Manager
(1) Infrastructure Services, Inc,
LIMITATIONS: The test results presented herein were prepared b~sed upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature &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 Engineers, Inc.
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