ST0001-LR020624A LEIGH COMPANY 11
8908 Ambassador Row
Dallas, Texas 75247 -4510
(214) 630 -9745
(214) 630 -9819 (fax)
MOISTURE DENSITY RELATIONS
Client: City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Project: w �ive
Freeport Par way
Coppell, TX
DATE SAMPLED: 06/18/2002
MATERIAL PREPARATION: Moist
RAMMER TYPE: Mechanical
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.
0
CONTRACTOR: Infrastructure Services, Inc
TEST FOR: PBYin $UI)
MATERIAL: Grey FleXBase seas t
CLASSIFICATION: avingSubgrade*V S*
TEST METHOD: ASTM D -698 A a �
Method C
SAMPLED BY:
I l LE LOCATION:
Report No.:
152371
Project No.:
015729
Date of Service:
06/18/2002
Report Date:
06/24/2002
E. White
On site Stockpile
MAXIMUM DRY DENSITY pcf: 133.0
142
OPTIMUM MOISTURE CONTENT, %: 8,5
LIQUID LIMIT: 23 139
Dry
PLASTIC LIMIT: 16 Density
(pet)
PLASTICITY INDEX: 7 134
MOISTURE DENSITY RELATIONS
130
126
11
Technician: Eric White
I lti
MOISTURE CONTENT ( %)
13 15
Report Distribution:
(I) City of Coppell
(l) City of Coppell -
(1) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
LIMITATIONS: The test results presented It 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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