Coppell Trade 3-LR140213 FiEr:11ErnminEmizilrim
GEOTECHNICAL AND E FR Ci Li P
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. 13
5055 Keller Springs Road, Suite 300 REPORT DATE: 02-13-14
Coppell, Texas REG PROJECT NO. 19397
ATTN: Mr. Ken Neman SAMPLE DATE: 02-10-14
CONTRACTOR: Mycon General Contractors
Curve Optimum Maximum
No. Soil Classification PI Proctor Type Moisture, % Density, pcf
Reddish brown clayey Non-
7 sand plastic ASTM D-698 10,7 120.8
121.0 c. 4.5
4.0
120.5
____
— 120.0
0) 119 5 3.0
2 2.5
119.0 11,MMIIII
2.0
a, 118.5
11
118.0 11 1.0 -
c
D 117.5 -S-3 0.5
117.0 cL 0.0
8.5 10.5 12.5 14.5 8.5 10.5 12.5 14.5
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/
Affehe4 1402,4y3'
Mr. AI Arjona
(1) Mycon General Contractors/
Ms. Carla Wolfe Bill Woolwine
(1)AGE Associates/Mr. Cody Bain Sr. Manager, C.M.T.
(1) Macatee Engineering/ BW/cdl
Mr, Dayton Macatee
Mail
Distribution: (1) City of Coppell/Mr. Larry Davis
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL 12141 350 5600 • F 1214, 350 0019