ST0001-LR020509 (3)ROneEn gineers
8908 Ambassador Row
Dallas~ Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
MOISTURE DENSITY RELATIONS
Client:
Project:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 149262
Project No.: 015729
Date of Service: 05/07/2002
Report Date: 05/09/2002
Creekvicw Drive and
Freeport Parkway
Coppell, TX
Obtain a sample of material from thc jobsite, bring the sampie 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
TZST ME.OD: ASTM D-698
Method A
ASTM D-4318
DATE SAMPLED: 05/07/2002
MATERIAL PREPARATION: Moist
RAMM£R TYPE: Mechanical
SAMPLED DY: B. Osgood
SAMPLE LOCATION: On site Stockpile
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 11 1.0
OPTIMUM MOISTURE CONTENT, %: 16.5
LIQUID LIMIT: 51
PLASTIC LIMIT: 35
PLASTICITY INDEX: 16
MOISTURE DENSITY RELATIONS
114 · ~ ~emtalr VOl= curve
~ Spec fie Gravity 2.65
,, ~
~' ..... ~ ' ........ ~ 5k
12 14 16 18 20 22 24
MOISTURE CONTENT (%)
Technician: Byron Osgood
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
(I) City of Coppell
(1) Schrickel, Rollins & Assoc., Inc.
R°ne~a
Projcc Manager
LIMITATIONS: Thc test results presented herein were prepared based upon thc specific samples provided for testing. Wc 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 thc exclusive usc of the clients to whom they arc addressed and shall not be reproduced except in fu I without the written approval of Rone Engineers, Inc.
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