ST9301-LR050608 one 8908 Ambassador Row, Dallas, TX 75247
Engineering 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
MOISTURE DENSITY RELATIONS
Client: City of Coppell Report No.: 235239
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 06/06/2005
Coppell TX 75019 Report Date: 06/08/2005
Project: East Sandy Lake Road �� � sal 6
ST 93 -01!-
Services: Test a sample of material delivered to our laboratory by others to perform a moisture density relationship test in accordance with ASTM
Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company DATE SAMPLED: 06/06/2005
TEST FOR: Embankment fill MATERIAL PREPARATION: Moist
MATERIAL: Reddish Brown Sandy Silty Clay RAMMER TYPE: Mechanical
SAMPLED BY: Client
CLASSIFICATION: Embankment fill SAMPLE LOCATION: Wier Bros. off site, Dallas II
TEST METHOD: ASTM D -698 ASTM D -4318
Method A
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 116.5 MOISTURE DENSITY RELATIONS
OPTIMUM MOISTURE CONTENT, %: 120
12.5 Zero air v ids ' 2.7
Specific Gravity 2.70
REQUIREMENTS
LIQUID LIMIT: 41 118
Dry
PLASTIC LIMIT: 17 Density
(pcf)
PLASTICITY INDEX: 24 116
% PASSING #200: 51.1* Maximum 35.0 114
An asterisk ( *) appears next to test results 112
which do NOT meet the project
specifications as notes above.
8 10 12 14 16 18 20
MOISTURE CONTENT ( %)
11
Ron, i g {eer
Technician: Clay Stark
Report Distribution:
(1) City of Coppell
(1) City of Coppell Clay Stark
(1) Tiseo Paving
Project Manager
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, 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 Engineering Services, Ltd.
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