Freeport NIP(7.5)-LR010911 GEOTECHNICAL AND I~ F==I I-1 I I F=~
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Freeport 9
Coppell Road at Bethel Road
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 137
5495 Belt Line Road, Suite 360 REPORT DATE: 09-11
Dallas, Texas 75240 REG PROJECT NO. 7888
ATTN: Mr. Jeff Langston TECHNICIAN: L. Johnson
PAGE: 1 of 1
CONTRACTOR: Butler Construction
ProctorI ASTM Optimum] Maximum
No. Standard Description Moisture, % Density, PCF
I 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
8 D-698 Recycled concrete 13.0 116.0
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
805 08-29-01 Leave-out: 3'S, 522'(1) 0.0 113.9 14.8 5 98.2
806 Leave-out: 2'S, 696'(1 ) 0.0 112.3 15.4 5 96.8
807 Leave-out: 2'S, 870'(1) 0.0 113.6 15.0 5 97.9
808 Leave-out: 2'S, 1000'(1) 0.0 112.1 15.7 5 96.6
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.E 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 BW/cg
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019