Freeport NIP(7.9)-LR021009Proctor
No.
ASTM
Standard
Description
Optimum
Moisture,
Maximum
Density, PCF
1 D -698 Dark brown clay 19.0
103.0
2 D -698 Dark brown clay w /yellowish brown sand 15.0
111.0
3 D -698 Light brown clay (lime- treated) 17.1
98.9
4 D -698 Dark brown clay w /trace light gray 20.3
yellowish brown clay
101.6
5 D -698 Dark gray clay 18.0
105.4
Depth
Below
Field
Field
Test
Final S. G.
Density
Moisture
Proctor
Compaction
No.
Date
Location
(feet)
(pcf)
ID
Level
157 09 -17 -02 Bldg Pad: 2'N, 300'E(1) 0.0 94.9 20.2
3
96.0
158 Bldg Pad: 2'N, 200'E(1) 0.0 96.7 21.3
3
97.8
159 Bldg Pad: 2'N, 100'E(1) 0.0 96.0 22.0
3
97.1
160 09 -18 -02 Leave -out: 1'S, 5'E(2) 1.0 96.3 24.6
4
94.7
161 Leave -out: 2'S, 60'E(2) 2.0 97.3 24.7
4
95.7
162 Leave -out: 1'S, 70'W(3) 1.0 97.6 23.7
4
96.0
163 Leave -out: 2'S, 180'W(3) 1.0 98.2 23.1
4
96.6
164 Paving: 10'S, 210'W(4) 0.0 103.5 19.4
5
98.4
165 09 -20 -02 Leave -out: 20'S, 1'W(3) 0.5 102.1 19.2
5
96.9
166 Leave -out: 95'S, 1'W(3) 0.5 96.9 23.7
4
95.4
167 Leave -out: 140'N, 2'W(1) 0.0 102.4 21.5
5
97.2
168 Leave-out: 40'N, 1'W(1) 0.0 101.1 20.7
5
95.9
REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR: Duke Construction
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 S.E. building corner.
(2) Measurements referenced from N.W. building corner.
(3) Measurements referenced from N.E. building corner.
(4) Measurements referenced from N.E. entrance.
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
REEL?
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
Submitted by:
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
Ef I I IEERir
REPORT NO. 103
REPORT DATE: 10
REG PROJECT NO. 9056
TECHNICIAN: J. Baradziej,
D. French
M. Banchetti
PAGE: 1 of 1
G 1=t LIP
REED ENGINEERING GROUP, LTD.