Freeport NIP(7.9)-LR020626REPORTED
CONTRACTOR: Duke Construction
REPORT OF FIELD DENSITY TESTS
Uline Facility
Freeport Parkway
Coppell, Texas
alty Corporation
5 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
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
19.0
15.0
103.0
111.0
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
Proctor
ID
Compaction
Level
5 05 -22 -02 Bldg Pad: 30'N, 250'E(1)
6 Bldg Pad: 30'N, 200'E(1)
7 Bldg Pad: 30'N, 150'E(1)
8 Bldg Pad: 30'N, 100'E(1)
9 Bldg Pad: 30'N, 50'E(1)
10 05 -24 -02 Paving: 150'N, 60'E(2)
11 Paving: 30'N, 40'E(2)
12 Paving: 20'S, 30'W(2)
13 Paving: 20'S, 200'W(2)
0.0
0.0
0.0
0.0
0.0
1.0
1.0
1.0
1.0
100.5
99.3
100.0
98.9
99.5
98.2
99.3
100.4
100.8
20.2
20.5
21.3
20.4
20.7
23.6
21.1
20.8
20.2
1
1
1
1
1
1
1
1
1
97.6
96.4
97.1
96.0
96.6
95.3
96.4
97.5
97.9
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.W. building corner.
(2) Measurements referenced from S.E. building corner.
Mail
Distribution: (1) Duke Realty Corporation/
Mr. Mike Cox
(1) Pacheco Koch Consulting/
Mr. Jack Evans
(1) Haris Engineering, Inc. /Mr. Ali Haris
(1) Horn Chandler- Thomas, Inc./
Ms. Diane Coulson
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GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 3
REPORT DATE: 06 -26 -02
REG PROJECT NO. 9056
TECHNICIAN: J. Baradziej
PAGE: 1 of
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
Manager, CMT
KEA/myw
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
GROU