Duke Lesley 2A-LR070807
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: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Moisture Density Relationship
Report No.: 294619
Project No.: 0712932
Date of Service: 08/06/2007
Report Date: 08/07/2007
Project: Hemisphere's at Point West
Coppell, Texas
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 BrownSilty Sandy Clay
Classification: Building Cap
Test Method: ASTM D-698
ASTM 0-4318, Method-A
Date Sampled:
Material Preparation:
Rammer Type:
Sampled By:
Sample Location:
@ West end of Pad
08/06/2007
Moist
Mechanical
Jernigan, Joe
REPORT OF TEST
10(:~~ Sd~(~lation liD0
;'iQ^ilolUIIl Dry LJellsity, peL 87.0
Optimum Moisture Content, %: 32.7
for 58 = 2.65 Estimated
!5
Liquid Limit: 56
Plastic Limit: 45
Plasticity Index: 11
13 9D
C2.
:>:
II
c
OJ
Cl
l>-
D 05
00
29 3D 31 32 J3 34 35 36 n
M:Jistull! Content. percent
Technician: Joe Jernigan Rone Engineering
See Report 294617 for technician time~~
Report Distribution: . . . ... .
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne . . . .. . .. ·
(1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone K. Scott Watson AET
1-cc City of Coppell Attn: Mr. Larry Davis 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 contno!. 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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