Shake & Shingle 2-LR100120
REPORT OF OPTIMUM MOISTURE/MAXIMUM DENSITY CURVE
Ingle Office Buildings 3 & 4
Northlake Drive and E. Belt Line Road
Coppell, Texas
REPORTED TO:REPORT NO
Ratcliff Constructors . 06
4200 Beltway Drive
REPORT DATE:
01-26-10
Addison, Texas 75001
REG PROJECT NO
. 16566
ATTN: Mr. Max Young
SAMPLE DATE:
01-20-10
CONTRACTOR:
Ratcliff Constructors
CurveOptimumMaximum
No.Soil Classification PIProctor Type Moisture, % Density, pcf
3 Reddish brown clayey sand 6 ASTM D-698 11.5 113.8
114.0
)
4.5
f
s
)
t
113.5
f
(
4.0
c
r
p
113.0
e
(
t
3.5
t
e
h
112.5
m
g
3.0
i
o
er
112.0
t
e
W2.5
n
111.5
y
e
r
2.0
P
D111.0
t
t
i
e
1.5
nk
110.5
c
U
o
110.0 1.0
P
8.0 10.0 12.0 14.0 8.0 10.0 12.0 14.0
Moisture Content (%)
Moisture Content (%)
E-MailSubmitted by:
Distribution:
(1) Ratcliff Constructors/
REED ENGINEERING GROUP, LTD.
Mr. Max Young
Registration Number F-3114
(1) City of Coppel/Mr. Larry Davis
(1) City of Coppell/Mr. Mike Arellano
(1) Ratcliff Constructors/
Mr. Derek Free
Mail
Bill Woolwine
Distribution:
(1) Pross Design Group/
Sr. Manager, C.M.T.
Mr. Mark Pross
BW/rt
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
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