Duke Lesley-LR070502
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
Moisture Density Relationship
Report No.: 280733
Project No.: 0612510
Date of Service: 03/06/2007
Report Date: 05/02/2007
Project: Lesley Infrastructure
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:
Test For: Utility backfill
Material: Medium BrownSilty Clay wi Trace Sand
Classification: Utility backfill
Test Method: ASTM D-698
ASTM D-4318, Method-A
Date Sampled:
Material Preparation:
Rammer Type:
Sampled By:
Sample Location:
North side of site
03/06/2007
Moist
Mechanical
Jernigan, Joe
REPORT OF TEST
Maximum Dry Density, pet: 99.3
Optimum Moisture Content, %: 20.6
100% saturation line
for 5G = 2.7 Estimated
105
Liquid Limit: 67
Plastic Limit: 22
Plasticity Index: 45
100
ti
l2.
:>:
li
c 95
ILl
o
~
o
" - ------------------------
65
15 16 17 16 19 20 21 22 2~ 24
lu'I:listu~ Content. percent
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
Started: 01:15pm Finished: 03:00pm Rone Engineering
P-~~
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.
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