Coppell Industrial-LR010807 GEOTECHNiCAL AND E~ F:J I--I I I J~
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 145
c/o Champion Partners, Ltd. REPORT DATE: 08-07-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 TECHNICIAN: J. Baradziej
ATTN: Mr. Kerry Burden PAGE: 1 of 1
CONTRACTOR: C.D. Henderson, Inc.
Proctor ASTM Optimum Maximum
No. Standard Description Moisture, % Density, PCF
1 D-698 Dark brown clay 23.5 91.5
2 D-698 Brown & light brown clay 23.0 94.0
3 D-698 Brown and tan clay 17.0 106.0
4 D-698 Dark brown clay (lime-treated) 18.5 100.5
5 D-698 Light brown clay (lime-treated) 18.5 99.0
6 D-698 Brown clay (lime-treated) 19.5 99.0
Depth
Below Field Field
Test Final S.G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
454 07-18-01 Building Pad: 5'N, 30'E(1) 0.0 95.7 20.7 6 96.7
455 Building Pad: 5'N, 5'E(1) 0.0 95.9 20.6 6 96.9
456 Building Pad: 20'N, 5'E(1) 0.0 95.6 20.8 6 96.6
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.W. corner of building.
Mail Submitted by:
Distribution: (1) Champion Partners, Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) C.D.Henderson, Inc./
Mr. Jason Nunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Haynes Whayley Associates, Inc./ Ronald F. Reed, P.E.
Mr. Kent Penrod BW/mm
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
Extranet
Distribution: (1) Meinhardt & Quintana/
Mr. David Meinhardt
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 - -EL [214] 350 5600 · FAX [214] 350 0019