Coppell Trade 3-LR140207 REEL] E ErIGIMEEI=Iiri C
GEOTECHNICAL AND G R DUI°
ENVIRONMENTAL CONSULTANTS
REPORT OF OPTIMUM MOISTURE/MAXIMUM DENSITY CURVE
Coppell Trade Center Ill
Sandy Lake Road and Freeport Parkway
Coppell, Texas
REPORTED TO: Holt Lunsford Commercial REPORT NO. 8
5055 Keller Springs Road, Suite 300 REPORT DATE: 02-07-14
Coppell, Texas REG PROJECT NO. 19397
ATTN: Mr. Ken Neman SAMPLE DATE: 01-16-14
CONTRACTOR: Mycon General Contractors
Curve Optimum Maximum
No. Soil Classification _ PI Proctor Type Moisture, % Density, pcf
Yellowish brown clayey
6 sand 12 ASTM D-698 13.8 115.8
116.0
-• 4.5
.L
v 115.0 4.0
n m 3.5 ] .
rn -
114.0 3.0 -
o ,_ 2.5 1
113.0 15 2.0 --
0 112.0 o 1.5
Y 1.0
f
D 111.0 05 i
o •
110.0 i °- 0.0
10.0 12.0 14.0 16.0 18.0 10.0 12.0 14.0 16.0 18.0
Moisture Content(%) Moisture Content(%)
E-Mail Submitted by:
Distribution: (1) Holt Lunsford Commercial/
Mr. Ken Newman REED ENGINEERING GROUP, LTD.
(1) Mycon General Contractors/ Registration Number F-3114
Mr. Ryan Stoll
(1) Mycon General Contractors/ Original Signed By
Mr. Al Arjona
(1) Mycon General Contractors/ Bill Woolwine
Ms. Carla Wolfe Sr. Manager, C.M.T.
(1) AGE Associates/Mr. Cody Bain BW/cdl
(1) Macatee Engineering/
Mr. Dayton Macatee
Mail
Distribution: (1) City of Coppell/Mr. Larry Davis
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019