WA9701-LR0603288908 Ambassador Row, Dallas, TX 75247
Rone Engineering ` 2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York Ste a Ph Houston, 6 77040
Corporate Phone: (2]4)630 -9745
MOISTURE DENSITY RELATIONS
Client: City of Coppell
Report No.:
253156
Ms. Suzan Taylor
Project No.:
0511107
PO Box 9478
Date of Service:
03/24/2006
Coppell TX 75019
Report Date:
03/28/2006
Project: Denton Tap Road
SAMPLED BY:
K. Brlmingham
16" Waterline
SAMPLE LOCATION:
Stockpile
Coppell, Texas
ASTM D -698 ASTM D-4318
Services: Test a sample of material delivered to our laboratory by others to perform a moisture density relationship test in accordance with ASTM
Standards.
PROJECT DAT
CONTRACTOR:
J.T Dersner, Inc.
DATE SAMPLED:
03/24/2006
TEST FOR:
Flexible Base
MATERIAL PREPARATION: Moist
MATERIAL:
Crushed Limestone W /Clayey Sand
RAMMERTYPE:
Mechanical
Zerolairy
Spec ec
fi Gravin
SAMPLED BY:
K. Brlmingham
CLASSIFICATION: Flexible Base
SAMPLE LOCATION:
Stockpile
TEST METHOD:
ASTM D -698 ASTM D-4318
Method C
REPORT OF TEST
MOISTURE DENSITY RELATIONS
MAXIMUM DRY DENSITY, pcf. 133.0
OPTIMUM MOISTURE CONTENT, %: 8,5
LIQUID LIMIT: 22
PLASTIC LIMIT: 15
PLASTICITY INDEX: 7
140
136
Dry
Density
(pct)
132
128
124
4 6 8 10 12 14 to
MOISTURE CONTENT I%)
Technician: Ken Brimingham
Report Distribution:
(1) City of Coppell
(1) City of Coppell
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 Rope Engineering Services, Ltd.
06 Page I of 1
n. owu r —.
CMT Operations Manager
-
Zerolairy
Spec ec
fi Gravin
ids curve
2.70
1
71
i
i
a
4 6 8 10 12 14 to
MOISTURE CONTENT I%)
Technician: Ken Brimingham
Report Distribution:
(1) City of Coppell
(1) City of Coppell
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 Rope Engineering Services, Ltd.
06 Page I of 1
n. owu r —.
CMT Operations Manager