Duke Lesley 3C-LR070809
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (2141630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Moisture Density Relationship
Report No.: 294622
Project No.: 0711530
Date of Service: 08/06/2007
Report Date: 08/09/2007
Project: Point West Office I
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
Contractor: Duke Construction, LP
Test For: Building Cap
Material: Lime Treated BrownSandy Clay
Classification: Building Cap
Test Method: ASTM D-698
ASTM D-4318, Method-A
Date Sampled:
Material Preparation:
Rammer Type:
Sampled By:
Sample Location:
@ Center of Building Pad
08/06/2007
Moist
Mechanical
Jernigan, Joe
REPORT OF TEST
Maximum Dry Density, pcf:
Optimum Moisture Content, %:
84.6
32.0
100% saturation line
for SG = 2.65 Estimated
90
30 31 32 n 34 35
MJistul1! Content. percent
36 37
Liquid Limit: 54
Plastic Limit: 44
Plasticity Index: 10
13
0..
:>:
~ 15
IU
o
C
o
Technician: Joe Jernigan Rone Engineering
See Report 294620 for technician timep ~
Report Distribution: .. ~_
0",,' ~: ;;,op~~t'"ct;M. LP (0,,,... n() Att" Me. p", Byme . , .,~. ~
1-cc City of Coppell Attn: Mr. Lee Stone K. Scott Watson AET
1-cc City of Coppell Attn: Mr. Larry Davis Project Mana~er
~
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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