Coppell Trade 2-LR060926Rone Engineering
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8905 Ambassador Row, Dallas, TX 75247
4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client: Holt Lunsford Commercial
Mr Ken Newman
5055 Keller Springs Rd., Ste 300
Addison TX 75001
Project: Coppell Trade Center, Phase II
Northpoint Drive & Sandy Lake
Coppell, TX
Report No.: 267010
Project No.: 0612258
Date of Service: 09/22/2006
Report Date: 09/26/2006
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.
PROJECT DATA
CONTR4CTOR. MCFaddell & MII Ier, 1nC llATE SAMPLED: 09/22/2006
TEST FOR. MATERIAL PREPARATION MO1St
MATERIAL: Reddfsh Tan Sandy Clay w/ Trace BANNER TYPE: MOChanlCal
L-lnestone SAMPLED BY J Landreth
CLASSIFICATION SAMPLE LOCATION @ Southeast Building Corner
TEST METHOD ASTM D-698 ASTM D-4318
Method A
REPORT OF TEST
MOISTURE DENSITY RELATIONS
MAXIMUM DRY DENSITY, pcf: 11 O O
113 I ~ ~, Zero air v ids c rve
OPTIMUM MOISTURE CONTENT, %. 17 O
LIQUID LIMIT 4'] 111
Dry
PLASTIC LIMIT 19 Density
(pcf)
PLASTICITY INDEX: 28 109
MOISTURE CONTENT (%)
Technician: Jesse Landreth `
Report Distribution.
(1) Holt Lunsford Commercial I
(I) McFadden & Miller Inc. Michael Cox, SET
(1) City of Coppell Project Manager
l I) Citti of Coppell
LIMITATIONS The test results presented herein were prepazed based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appeazance, 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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