Freeport NIP(7.2)-LR000822 F~I ~' E: C:! ~' n G I I--I ~' ~' I=i i n isi
- GEOTECHNICAL AND I~ ~ I"-I U F~
ENVIRONMENTAL CONSULTANTS ;
REPORT OF FIELD DENSITY TESTS
Freeport V
Royal Lane and Creekview
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 55
5495 Beltline Road, Suite 360 REPORT DATE: 08-22-00
Dallas, Texas 75240 REG PROJECT NO. 6591
A'I-rN: Mr. Paul Brown TECHNICIAN: M. Silva
PAGE: 1 of 1
CONTRACTOR: Hill & Wilkinson, Inc.
No. Standard Description Moisture, %1 Density, PCF
1 D-698 Brown clay w/trace gray clay 22.5 98.0
2 D-698 Olive brown clay w/calcareous nodules 23.5 94.0
3 D-698 Light reddish brown clay 21.0 99.0
4 D-698 Reddish brown clay w/calcareous nodules 22.0 101.5
5 D-698 Light olive brown clay 22.0 97.0
6 D-698 Reddish brown clay w/trace of limestone 17,5 106.5
fragments
7 D-698 Yellowish brown clay (lime-treated) 18.0 101.5
8 D-698 Light brown clay (lime-treated) 20.5 98.0
9 D-698 Dark gray clay (lime-treated) 17.0 101.5
10 D-698 Reddish brown clay (lime-treated) 17.0 103.5
11 D-698 Brown clay (lime-treated) 15.5 105.5
12 D-698 Cement treated base 10.0 126.5
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
323 08-15-00 Water Line: 10'N, 27'W(1) 1.0 99.3 23.8 4 97.8
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.W. corner of building pad.
Distribution: (1) Duke-Weeks Realty Corporation/ Submitted by:
Mr. Paul Brown
(1) Hardy McCullah/MLM Architects/ REED ENGINEERING GROUP, INC.
Mr. Norman Coates
(1) TMBP - Consulting Engineers/ Odginal Signed By
Mr. Frank Merritt
(1) Pacheco Koch/Mr. Jim Koch Ronald F. Reed, P.E.
(1) Hill & Wilkinson, Inc./Mr. Steve Camp KA/cg
(1) City of Coppell/Mr. Lee Stone or
Mr. Larry Davis
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019