ST0001-LR020412Ro gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
MOISTURE DENSITY RELATIONS
Client: City of Coppell Report No.: 147325
Arm: Ms. Susan Taylor - Engineering Dept Project No.: 015729
PO Box 478 Date of Service: 04/06/2002
C~~lll~l~ Report Date: 04/12/2002
Proje~'
Services.. Obtat~le 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 EOR: Paving Subgrade
MATERIAL: Dark Brown Clay (Lime Treated)
CLASSIFICATION: Paving Subgrade
TEST METROD: ASTM D-698
Method A
ASTM D-4318
DATE SAMPLED: 04/06/2002
MATERIAL PREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: C. Webber
SAMPLE LOCATION: Creekview ~ Station 8+50
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 85.0
OPTIMUM MOISTURE CONTENT, %: 3 !.0
LIQUID LIMIT: 47
PLASTIC LIMIT: 35
PLASTICITY INDEX: 12~
87
MOISTURE DENSITY RELATIONS
I r ...... ~erific G :avit .65
Technician: Chris Webber
Report Distribution:
31 33 35 37 39 41
MOISTURE CONTENT (%)
(1) City of Coppell (I) City of Coppell .
(1) City of Coppell (I) Schrickel, Rollins & Assoc., Inc. J~ Clay Stark
(1) City of Coppell ~t'roject 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, pertbrmance, 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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