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EN¥1RONHENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Uline Facility
Freeport Parkway
Coppell, Texas
REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR: Duke Construction
REPORT NO. 69
REPORT DATE: 08-19-02
REG PROJECT NO. 9056
TECHNICIAN: G. Ortiz
PAGE: 1 of 1
Proctor ASTM
No. Standard
Description
Optimum Maximum
Mo sture, % 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 Level (%)
139 07-31-02 Electric Trench: 180'N, 30'W(1) 2.0 99.7 22.2 1 96.7
140 Electric Trench: 179'N, 30'W(1) 1.0 100.4 20.6 1 97.4
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.E. building 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/cn
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