Park West CC(15.1)-LR071017
AEED EnGlnEEAlnG
GEOTECHNICAL AND GAD LJ P
ENVIRONMENTAL CONSULTANTS
REPORT OF OPTIMUM MOISTURE/MAXIMUM DENSITY CURVE
BMC West Addition
425 Airline Drive
Coppell, Texas
REPORTED TO: BMC West Corporation
425 Airline Drive, Suite 200
Coppell, Texas 75019
ATTN: Mr. Danny McQuary
CONTRACTOR: D/S Constructors, Inc.
Curve
No.
Soil Classification
Yellowish brown
weathered shale
ASTM D-698
2
95.0
'U 94.5
E: 94.0
~ 93.5
'Q)
s: 93.0
~ 92.5
~ 92.0
::3 91.5
91.0
21.5
23.5 25.5 27.5
29.5
Moisture Content (%)
E-Mail
Distribution:
REPORT NO.2
REPORT DATE: 10-17-07
REG PROJECT NO. 14935
SAMPLE DATE: 10-01-07
l;::' 4.5
If)
~ 4.0
Q)
ID 3.5
E
e 3.0
ID
c 2.5
Q)
a.. 20
ID .
t5 1.5
o
a.. 1.0
21.5
25.5
27.5
29.5
23.5
Moisture Content (%)
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
r, C.M.T.
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL [214] 3505600 . fAX [214] 3500019
REED EnGinEERinG
GEOTECHNICAL AND G R 0 U P
ENVIRONMENTAL CONSULTANTS
REPORT OF OPTIMUM MOISTURE/MAXIMUM DENSITY CURVE
BMC West Addition
425 Airline Drive
Coppell, Texas
REPORTED TO: B
REPORT NO. 1
REPORT DATE: 10-17-07
REG PROJECT NO. 14935
SAMPLE DATE: 10-01-07
CONTRACTOR: D!B Constructors, Inc.
89.0
23.0 25.0 27.0 29.0
Moisture Content (%)
.::=- 4.5
en
~ 4.0
Q)
1ii 3.5
E
e 3.0
1ii
c 2.5
Q)
a.
- i
I
Curve
No. Soil Classification
1 Dark brown cia
92.0
.::=-
.3: 91.5
.:E 91.0
0>
'(j)
~ 90.5
~ 90.0
.-
c 89.5
:::>
25.0 27.0 29.0 31.0
Moisture Content (%)
E-Mail
Distribution: (1) BMC West Corporation
Mr. Danny McQuary
(1) Pross Design Group!
Mr. Charles Miller
(1) D!B Constructors, Inc.l
Mr. Michael Smith
(1) BMC West Corporation!
Mr. Mike Maring
(1) Hunt & Joiner/Mr. Steve Dial
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Mail
Distribution: (1) Icon Consulting Engineers!
Mr. David Gregory
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell!Mr. Lee Stone
2424 STUTZ DR, . SUITE 400 . DALLAS. TX 75235 . TEL [214] 3505600 . FAX [214] 3500019