Duke Lesley 3A-LR091228Rone 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
Report of Moisture Density Relationship
Client: Duke Construction, LP Report No.: 365094
14241 Dallas Pkwy, Ste 1000 Project No.: 0915747
Dallas, TX 75254 -2936
Date of Service: 12/16/2009
Report Date: 12/28/2009
Project: Samsung -Point West VII Parking Lot Expansion
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:
Paving Subgrade
Material:
Tan and BrownFat Clay
Classification:
Paving Subgrade
Test Method:
ASTM D4318
ASTM D698 Method -A
REP ORT OF TEST
Date Sampled: 12/16/2009
Material Preparation: Moist
Rammer Type: Mechanical
Sampled By: Sorem, Steve
Sample Location:
On -site
Maximum Dry Density, pcf: 102.9
Optimum Moisture Content, %: 21.4
Liquid Limit: 60
Plastic Limit: 24
Plasticity Index: 36
% Passing #200: 90.7
100% saturation line
for SG = 2.65 Estimated
t
a
C
m
0
01
- - -- - -- ------------------
--------- ----------------
----------- -------- - - - - --
------------- ------ - - - - --
05 -------- - - - --- - --- - -- - --
-------------- -- -- - - - - --
o --- - ----- ---- --- - - -- -- -
- --------- ---- ---- - - - - --
--------------------------
--------------------------
17 13 19 20 21 22 21 24 25
Moisture Conterrt, percent
Technician: Steve Sorem
See Report 365089 for technician time
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Ms. Ashley Hair (1 -ec copy)
1 -ec Duke Construction, LP Attn: Mr. Andy (Maverick) Otten
1 -ec Rone Project Manager Attn: Mr. K. Scott Watson AET
1 -ec City of Coppell Attn: Mr. Lee Stone
Rone Engineering
K. Scott Watson, AET
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.
(KW /KW)
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