CRDC 1401- LR151110
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
REPORT OF OPTIMUM MOISTURE/MAXIMUM DENSITY CURVE
Denton Tap Streetscape
Denton Tap Road and Sandy Lake Road
Coppell, Texas
REPORTED TO: City of Coppell
265 E. Parkway Boulevard
Coppell, Texas 75019
ATTN: Mr. George Marshall
REPORT NO. 2
REPORT DATE: 12-04-15
REG PROJECT NO. 20819
SAMPLE DATE: 11-10-15
Curve
No.
Soil Classification
PI
Optimum
Moisture, %
Maximum
Density, pcf
1 Yellowish brown silty clayey
sand
12 11.1 113.6
ASTM D698 ASTM D1558
105.5
106.5
107.5
108.5
109.5
110.5
111.5
112.5
113.5
114.5
9 . 0 1 1 . 01 3 . 01 5 . 01 7 . 01 9 . 0
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
9.0 11.0 13.0 15.0 17.0 19.0Po
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) City of Coppell/
Mr. George Marshall
(1) City of Coppell/Mr. Marcus Marion
(1) City of Coppell/
Ms. Michelle Matunas
(1) Pavecon/Mr. Michael Beattie
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F-3114
Bill Woolwine
Sr. Manager, C.M.T.
BW/cdl