Freeport NIP(7.9)-LR020814Proctor
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
101.6
yellowish brown clay
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
evel
121 07 -24 -02 Fire Lane: 20'S, 5'E(1) 0.0 98.7 22.2
1
95.8
122 Fire Lane: 20'S, 100'E(1) 0.0 99.5 21.6
1
96.6 I
123 Fire Lane: 20'S, 200'E(1) 0.0 100.8 20.1
1
97.8
124 Fire Lane:
20'S, 300'E(1) 0.0 108.0 19.0
2
97.2
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
reeport Parkway
Coppell, Texas
R EEL7 E I GII IEEF=4I ri
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 58
REPORT DATE: 08 -14 -02
REG PROJECT NO. 9056
TECHNICIAN: G. Ortiz
PAGE: 1 of 1
Comments: Where tested, materials were in compliance with project specification
Footnote: (1) Measurements referenced from S.W. building pad corner.
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, INC.
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 1=1 O U P