Coppell Trade 3-LR140131 REEL? Ef-1 G I f-IEERII
GEOTECHNICAL AND G R DU I=
ENVIRONMENTAL CONSULTANTS
REPORT OF OPTIMUM MOISTURE/MAXIMUM DENSITY CUR
Coppell Trade Center III �'
p,,
andy Lake Road and Freeport Parkway / ;
Coppell, Texas / ��'
1h
REPORTED TO: Holt Lunsford Commercial REPORT NO. 3 /l Lt
5055 Keller Springs Road, Suite 300 REPORT DATE: 01-31-14
Coppell, Texas REG PROJECT NO. 19397
ATTN: Mr. Ken Neman SAMPLE DATE: 01-16-14
CONTRACTOR: Mycon General Contractors ./1,Z f)(/
Curve Optimum Maximum
No. Soil Classification PI Proctor Type Moisture, % Density, pcf
Reddish brown clayey
1 sand 12 ASTM D-698 10.6 120.8
121.0 4.5
A�- 4.0
a 120.0 NMI. I 3.5 -
119.0 MIIIIMI 2.5
a, 118.0 1.5
0 "'MU? 117.0
15 1.0 rt
0 0.5
I
116.0 -- a. 0.0 , I
6.5 8.5 10.5 12.5 14.5 6.5 8.5 10.5 12.5 14.5
Moisture ontent(%) 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
i
2424 STUTZ DR. • rITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019