Coppell Trade 3-LR140204 REEL ErIG I MEERIr1G
GEOTECHNICAL AND G R O LJ P
ENVIRONMENTAL CONSULTANTS
REPORT OF OPTIMUM MOISTURE/MAXIMUM DE Sy ITY CURVE
Coppell Trade Center III ��•
i Sandy Lake Road and Freeport Parkway
Zv� Coppell, Texas
ZIIill
REPORTED TO: Holt Lunsford Commercial REPORT NO. 4
5055 Keller Springs Road, Suite 300 REPORT DATE: 02-04-14
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
2 Brown sandy clay 20 ASTM D-698 13.9 114.1
115.0 -
114.0
IHrTTT
,
� I
a.
.E 113.0
'5 1
109.0 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
REEL? I EI-i I f—IERIrIG
GEOTECHNICAL AND G FR O LJ I=
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. 7
5055 Keller Springs Road, Suite 300 REPORT DATE: 02-04-14
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
Reddish brown sandy
5 clay 33 ASTM D-698 17.1 108.8
109.0 4.5
4.0
a 108.0 1 X 3.5
w ? 3.0
X 107.0 2 2.5
106.0 c2.0 NI" M4
0 a 1.5
105.0
Y 1.0
D 1 1 1 0 0.5
104.0 I a 0.0 , ■
13.0 15.0 17.0 19.0 21.0 13.0 15.0 17.0 19.0 21.0
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
REE1 J I EI-IG 1I-1EERIr-IG
GEOTECHNICAL AND G R O 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. 5
5055 Keller Springs Road, Suite 300 REPORT DATE: 02-04-14
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
3 Brown clayey sand 25 ASTM D-698 15.7 111.9
112.0 •
)PJ
107.0 a 0.0 I
11.5 13.5 15.5 17.5 19.5 11.5 13.5 15.5 17.5 19.5
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/ 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
FREELD Ef-IG I f--IEERir-7G
GEOTECHNICAL AND G R O U 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. 6
5055 Keller Springs Road, Suite 300 REPORT DATE: 02-04-14
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
4 Gray clay 37 ASTM D-698 19.5 114.0
114.0 4.5 7
c�i112.0 - t 4.0 -
.5
110.0 ' 3.0
.� 108.0 2 2.5
5 106.0 c 2.0 -
0 104.0 1.5
.0
D 102.0 0 0.5
100.0 °- 0.0 4----- 7
15.5 17.5 19.5 21.5 23.5 15.5 17.5 19.5 21.5 23.5
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/ 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