DCT Fellowship- LR160225
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
REPORT OF OPTIMUM MOISTURE/MAXIMUM DENSITY CURVE
DCT Freeport West
Bethel Road and Creekview Drive
Coppell, Texas
REPORTED TO: DCT Industrial Trust
5430 LBJ Freeway, Suite 1030
Dallas, Texas 75240
ATTN: Mr. Joe Williams
REPORT NO. 24
REPORT DATE: 02-25-16
REG PROJECT NO. 20922
SAMPLE DATE: 02-06-16
CONTRACTOR: FCL Builders Texas
Curve
No.
Soil Classification
Optimum
Moisture, %
Maximum Density,
pcf
8 Reddish brown sandy clay (lime-
treated)
18.5 102.0
ASTM D698 ASTM D1558
96.0
97.0
98.0
99.0
100.0
101.0
102.0
14.5 16.5 18.5 20.5 22.5
Un
i
t
D
r
y
W
e
i
g
h
t
(
p
c
f
)
Moisture Content (%)
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
14.5 16.5 18.5 20.5 22.5Po
c
k
e
t
P
e
n
e
t
r
o
m
e
t
e
r
(
t
s
f
)
Moisture Content (%)
E-Mail
Distribution: (1) DCT Industrial Trust/
Mr. Joe Williams
(1) DCT Industrial Trust/
Mr. Sophia Montemayor
(1) FCL Builders Texas/
Mr. Drew Hanlon
(1) Pross Design Group/
Mr. Bobby Pross
(1) City of Coppell/Mr. Marcus Marion
(1) Pacheco Koch/Mr. Clayton Strolle
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F-3114
Bill Woolwine
Sr. Manager, C.M.T.
BW/cdl