ST0001-LR020509 (4)Ro gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
MOISTURE DENSITY RELATIONS
Client:
Project:
Services:
City ofCoppell
ARn:Ms. Susan Taylor- Engineering Dept
PO Box 478
CoppellTX75019
Report No.: 149262
Project No.: 015729
Date of Service: 05/07/2002
Report Date: 05/09/2002
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.
PROJECT DATA
CONTRACTOR: Infrastructure Services, Inc.
TEST FOR: Paving Subgrade
MATERIAL: Recycled Concrete Material
CLASSIFICATION: Paving Subgrade
TEST METHOD: ASTM D-698
Method A
ASTM D-4318
DATE SAMPLED: 05/07/2002
MATERIAL PREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: B. Osgood
SAMPLE LOCATION: On site Stockpile
REPORT OF TEST
MAXIMUM DRY DENSITY, pef: 111.0
OPTIMUM MOISTURE CONTENT, %: 16.5
LIQUID LIMIT: 51
PLASTIC LIMIT: 35
PLASTICITY INDEX: 16
MOISTURE DENSITY RELATIONS
Lerolalr VOlnS curve
_ _--. Specific Gravity 2C.6_5
114
112
Dry
Density
(pcO
I10
108
loft
12 14 16 18 20 22 24
MOISTURE CONTENT (%)
Rone~A~
Technician: Byron Osgood
Report Distribution:
(I) City of Coppell (1) City of Coppell C*~
(1) City of Coppell (1) Schrickel, Rollins & Assoc., Inc.
(1) City of Coppell Projec~
;tark
Manager
(1) Infrastructure Services, Inc.
LIMITATIONS: 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, performance, 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 Engineers, Inc.
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