Duke Lesley-LR061214
Rone Engineering
..
8908 Ambassador Row, Dallas, TX 75247
7701 W. Little York, Suite 600, Houston, TX 77040
4221 Freidrich Lane, Suite 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client:
Duke Construction, LP
Mr. Alex Bennett, PE
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.:
Project No.:
Date of Service:
Report Date:
274047
0612510
12/11/2006
12/14/2006
Project: Lesley Infrastructure
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: Mass Grading
MATERIAL: Brown Sandy Silty Clay wi
Limestone Fragments
CLASSIFICATION: Mass Grading
TEST METHOD: ASTM 0-698 ASTM 0-4318
Method B
DATE SAMPLED:
MATERIAL PREPARATION:
RAMMER TYPE:
SAMPLED BY:
SAMPLE LOCATION:
12/11/2006
Moist
Mechanical
O. Rogers
@ Tract G Cut Area
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 110.0
OPTlMllM MOISTURE CONTENT, %: 15.5
MOISTURE DENSITY RELATIONS
----- --i--~-
!
lIS
LIQUID LIMIT: 49
PLASTIC LIMIT: 19
PLASTICITY INDEX: 30
________..!.---.---i--_
113
Dry
Density
(pel)
III
-----1- . --I
109 : I
I ,
---'--'.-i-~-
I
107 I
1
1I
13
15
17
19
21
23
MOISTURE CONTENT (%)
Technician: Dan Rogers
Report Distribution:
(I) Duke Construction, LP
(I) EXTRANET
K. Scott Watson, AET
Project Manager
LIMIT A TIONS: 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 cl ients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
Page 1 of 1
06