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GEOTECHNICAL AND J:~ J~J r~ I I ~
ENVIRONPIENTAL CONSULTANTS
REPORTED TO:
REPORT OF FIELD DENSITY TESTS
Uline Facility
Freeport Parkway
Coppell, Texas
Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR: Duke Construction
REPORT NO. 38
REPORT DATE: 07-25-02
REG PROJECT NO. 9056
TECHNICIAN: G. Ortiz
PAGE: 1 of 1
Proctor ASTM 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
5 D-698 18.0 105.4
Depth
Below Field Field
Test Final S.G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
100 07-15-02 Storm Line SD-5: STA 4+00 2.0 109.5 16.0 2 98.6
101 Storm Line SD-5: STA 4+01 1.0 108.6 16.8 2 97.8
102 07-17-02 Storm Line SD-4: STA 0+20 2.0 98.1 23.2 4 96.5
103 Storm Line SD-4: STA 0+21 1.0 99.4 21.9 4 97.8
104 Storm Line SD-3: STA 0+30 2.0 98.6 21.5 4 97.0
105 Storm Line SD-3: STA 0+31 1.0 101.7 20.3 5 96.4
106 Storm Line SD-2: STA 0+20 2.0 102.4 19.5 5 97.1
107 Storm Line SD-2: STA 0+21 1.0 99.9 21.5 4 98.3
Comments: Where tested, materials were in compliance with project specifications.
Mail Submitted by:
Distribution: (1) Duke Realty Corporation/
Mr. Mike Cox REED ENGINEERING GROUP, INC.
(1) Duke Realty Corporation/
Mr. Jeff Langston original Signed By
(1) Pacheco Koch Consulting/
Mr. Jack Evans Keith E. Atkins
(1) Haris Engineering, Inc./ Manager, CMT
Mr. Ali Haris BW/cn
(1) Horn-Chandler-Thomas, Inc./
Ms. Diane Coulson
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR. · SUITE 400 .* DALLAS, TX 75235 · TEL [214] 350 5600 · F^X [214] 3500019