Freeport NIP(7.9)-LR021009 (2)Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
Proctor
ID
Compaction
Level
169 09 -10 -02 Truck dock: 58'S, 1'E(1) 0.0 80.5 15.4 2 72.5
170 Truck dock: 100'S, 1'E(1) 0.0 82.4 14.9 2 74.2
REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR: Duke Construction
REE
REPORT OF FIELD DENSITY TESTS
Uline Facility
Freeport Parkway
Coppell, Texas
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
EI IGI r1EERII IG
REPORT NO. 104
REPORT DATE: 10
REG PROJECT NO. 9056
TECHNICIAN: D. French
PAGE: 1 of 1
Proctor
No.
ASTM
Standard
Description
Optimum
Moisture,
Maximum
Density, PCF
1 D -698 Dark brown clay
2 D -698 Dark brown clay w /yellowish brown sand
3 D -698 Light brown clay (lime- treated)
4 D -698 Dark brown clay w /trace light gray
yellowish brown clay
5 D -698 Dark gray clay
19.0
15.0
17.1
20.3
18.0
103.0
111.0
98.9
101.6
105.4
Indicates failing test, not retested as of this report.
Footnote: (1) Measurements referenced from truck dock area.
Mail
Distribution: (1) Duke Realty Corporation/
Mr. Mike Cox
(1) Duke Realty Corporation/
Mr. Jeff Langston
(1) Pacheco Koch Consulting/
Mr. Jack Evans
(1) Haris Engineering, Inc./
Mr. Ali Haris
(1) Horn Chandler- Thomas, Inc./
Ms. Diane Coulson
(1) City of Coppell /Mr. Larry Davis
(1) City of Coppell /Mr. Lee Stone
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
BW /cn
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
G R 1=3 LJ I°