Coppell Trade 3-LR140219 FIEEZ) EI-IGIMEERIMG
GEOTECHNICAL AND G R O U F
ENVIRONMENTAL CONSULTANTS
REPORT OF OPTIMUM MOISTURE/MAXIMUM DENSITY CURVE
Coppell Trade Center III
Sandy Lake Road and Freeport Parkway
Coppell, Texas
REPORTED TO: Holt Lunsford Commercial REPORT NO. 16
5055 Keller Springs Road, Suite 300 REPORT DATE: 02-19-14
Coppell, Texas REG PROJECT NO. 19397
ATTN: Mr. Ken Neman SAMPLE DATE: 02-13-14
CONTRACTOR: Mycon General Contractors
Curve Optimum Maximum Density,
No. Soil Classification Proctor Type Moisture, % pcf
Red & brown sandy
8 clay (lime-treated) ASTM D-698 19.1 103.6
104.5 4.5 - • -
- 103.5 - 4.0
a 102.5 3.5
1= 101.5 - E 3.0
rn
100.5 I 2 2.5
99.5 I>
c 2.0
0 98.5 a 1.5
97.5 Y 1 .0 t
D 96.5 8 0.5 1-
95.5 a 0.0
17.0 19.0 21.0 23.0 25.0 A , 17.0 19.0 21.0 23.0 25.0
Moisture Content(%) t/ Moisture Content(%)
E-Mail Su ittb b -
rit,
Distribution: (1) Holt Lunsford Commer•;
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/c I
(1) Macatee Engineering/ L. V / L
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