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ENVIP, ONP1ENTAL 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. 48
REPORT DATE: 08-05-02
REG PROJECT NO. 9056
TECHNICIAN: G. Ortiz
PAGE: 1 of 1
5 D-698
ProctorI ASTM J Optimum Maximum
No. Standard Description Moisture, % 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
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 (%)
108 07-18-02 Water Line: 5'S, 40'E(1) 4.0 99.7 20.8 1 96.7
109 Water Line: 5'S, 41'E(1) 3.0 101.1 20.9 5 95.9
110 Water Line: 5'S, 42'E(1) 2.0 101.6 20.1 5 96.3
111 Water Line: 5'S, 42'E(1) 1.0 102.5 19.8 5 97.2
112 Water Line: 50'N, 140'E(1) 4.0 98.4 22.4 4 96.8
113 Water Line: 50'N, 141'E(1) 3.0 97.5 23.1 4 95.9
114 Water Line: 50'N, 142'E(1) 2.0 99.1 21.6 1 96.2
115 Water Line: 50'N, 143'E(1) 1.0 101.0 20.6 5 95.8
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.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
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 * FAX [214] 350 0019