Freeport NIP(7.9)-LR021021REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR: Duke Construction
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
REPORT OF FIELD DENSITY TESTS
Uline Facility
Freeport Parkway
Coppell, Texas
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from N.E. corner of office area.
(2) Measurements referenced from S.E. corner of office area.
(3) Measurements referenced from N.W. corner of office area.
(4) Measurements referenced from S.E. building corner.
F R EEE EEE E E E E I E E E
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 110
REPORT DATE: 10 -21 -02
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 wltrace 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
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
Proctor
ID
Compaction
Level
171 09 -24 -02 Leave -out: 1'S, 50'W(1)
172 Leave -out: 60'S, 1'W(1)
173 Leave -out: 40'N, 1'W(2)
174 Leave -out: 80'S, 1'E(3)
175 Leave -out: 50'N, 1'W(4)
176 Leave -out: 380'N, 1'W(4)
0.0
0.0
0.0
0.0
0.0
0.0
99.3
100.2
101.2
100.6
99.2
100.4
23.6
22.7
21.8
22.4
21.7
20.6
1
1
5
5
1
1
96.4
97.2
96.0
95.4
96.3
97.4
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
BW /myw
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAx [214] 350 0019
G R F3 LI