Freeport NIP(7.5)-LR010907 GEOTECHNICAL AND G R I'--1 I I F::a
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Freeport 9
Coppell Road at Bethel Road
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 134
5495 Belt Line Road, Suite 360 REPORT DATE: 09-07-01
Dallas, Texas 75240 REG PROJECT NO. 7888
ATTN: Mr. Jeff Langston TECHNICIAN: L. Johnson
PAGE: 1 of 1
CONTRACTOR: Butler Construction
Proctor ASTM OptimumI Maximum
No. Standard Description Moisture, %1 Density, PCF
1 D-698 Dark brown clay 16.5 103.0
2 D-698 Dark brown and yellow clay 18.5 102.0
2a D-698 Brown clay (lime-treated) 21.0 97.0
3 D-698 Yellow brown sandy clay 12.5 113.0
3a D-698 Light brown clay 18.0 102.0
4 D-698 Brown clay w/traces red sand 15.0 104.0
4a D-698 Reddish brown sandy clay 16.0 99.0
5 D-698 Dark gray sandy clay 18.5 99.5
5a D-698 Dark gray sandy clay 18.5 99.5
6 D-698 Light brown clayey sand 11.5 112.5
7 D-698 Yellow brown clayey sand 12.5 113.0
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
799 08-28-01 Leave-out: 2'N, 145'E(1) 0.0 113.4 14.6 5 97.8
800 Leave-out: 3'N, 319'E(1) 0.0 112.8 15.2 5 97.2
801 Leave-out: 3'N, 493'E(1) 0.0 113.8 14.4 5 98.1
802 Leave-out: 2'N, 667'E(1) 0.0 113.0 14.9 5 97.4
803 Driveway Approach: 132'N, 160'W(2) 0.0 93.7 23.2 5 96.6
804 Driveway Approach: 151'N, 170'W(2) 0.0 94.9 23.2 5 97.8
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from S.W. interior building corner.
(2) Measurements referenced from S.W. exterior building corner.
Mail Submitted by:
Distribution: (1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston REED ENGINEERING GROUP, INC.
(1) Butler Construction/Mr. David Husted
(1) Pacheco Koch, Inc./Mr. Jack Evans Original Signed By
(1) City of Coppel/Mr. Lee Stone
(1) City of Coppel/Mr. Larry Davis Ronald F. Reed, P.E.
(1) HBC Engineering/Mr. Bob Baker KA/mm
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