Coppell Trade 3-LR140227FREE=1 I EMG1MEEFR11-lCG
GEOTECHNICAL AND G R C3 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. 23
5055 Keller Springs Road, Suite 300 REPORT DATE: 02 -27 -14
Coppell, Texas REG PROJECT NO. 19397
ATTN: Mr. Ken Neman SAMPLE DATE: 02 -16 -14
CONTRACTOR: Mycon General Contractors
Curve
Optimum
Maximum Density,
No.
Soil Classification
Proctor Type
Moisture, %
pCf
Red clayey sand (lime -
9
treated )
ASTM D -698
11.5
119.4
E -Mail
Distribution: (1) Holt Lunsford Commercial/
Mr. Ken Newman
(1) Mycon General Contractors/
Mr. Ryan Stoll
(1) Mycon General Contractors/
Mr. Al Arjona
(1) Mycon General Contractors/
Ms. Carla Wolfe
(1) AGE Associates /Mr. Cody Bain
(1) Macatee Engineering/
Mr. Dayton Macatee
Mail
Distribution: (1) City of Coppell /Mr. Larry Davis
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F -3114
Original Signed By
Bill Woolwine
Sr. Mana T.
BW /c d
L
/y
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [2141 350 5600 • FAx [2141 350 0019