Coppell Industrial-LR020426 GEOTECNNICAL AND J ~ J:::JJ r-I U F~
TAL CONSULTANTS I
REPORT OF FIELD DENSITY TESTS %.
Beth ane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd.
cio Champion Partners, Ltd.
15601 Dallas Parkway, Suite 100
Addison, Texas 75001
ATTN: Mr. Jim Stewad
REPORT NO. 219
REPORT DATE: 04-26-02
REG PROJECT NO. 7394
TECHNICIAN: M. Silva
PAGE: 1 of 1
CONTRACTOR: C.D. Henderson, Inc.
Proctor ASTM
No. Standard Description
Optimum Maximum
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
7 D-698 Flex base (crushed cement & rock) 12.5 112.0
Depth
Below Field Field
Test Final S. G.Density Moisture Proctor ;Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
630 04-11-02 Paving: 700'S, 40'W(1) 0.0 101.8 20.1 3 96.0
631 Paving: 500'S, 80'W(1) 0.0 102.9 19.8 3 97.0
632 Paving: 920'S, 200'W(1) 0.0 100.8 18.4 3 95.0
633 Paving: 750'S, 160'W(1) 0.0 96.2 20.8 4 95.7
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.W. building corner.
Mail
Distribution: (1)
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Extranet
Distribution: (1)
Champion Partners, Ltd./
Mr. Jim Stewart
C.D.Henderson, Inc./
Mr. Jason Nunley
AECC, Inc./Mr. Fran Carter
Haynes Whayley Associates, Inc./
Mr. Kent Penrod
City of Coppell/Mr. Garreth Campbell
City of Coppell/Mr. Lee Stone
Meinhardt & Quintana/
Mr. David Meinhardt
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
BW/cn
2424 STUTZ DR. ~, SUITE 400 * DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019