Coppell Industrial-LR010215 GEOTEC:HNICAL AN3 '! G F~ I-'1 I I p
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 19
c/o Champion Partners, Ltd. REPORT DATE: 02-15-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 TECHNICIAN: M. Silva
ATTN: Mr. Kerry Burden PAGE: 1 of 1
CONTRACTOR: C.D. Henderson, Inc.
Proctor ASTM : OptimumI Maximum
No. Standard Description Moisture, %1 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
Depth
Below Field Field
Test Final S. Densit Moistur Procto Compactio
No. Date Location G. (feet) y (pcf) e r ID n Level (%)
(%)
118 02-05-01 Manhole Storm Line: STA 11+18 4.0 89.2 26.7 1 97.4
119 Manhole Storm Line: STA 11 +18 3.0 90.5 23.8 1 98.9
120 Manhole Storm Line: STA 11+18 2.0 92.5 24.2 2 98.4
121 Headwall A & B STA 0+00 2.0 91.6 24.6 2 97.4
122 02-06-01 Manhole Storm Line A STA 19+94 7.0 102.4 20.8 3 96.6
123 Manhole Storm Line B STA 18+11 1.0 101.9 20.4 3 96.1
124 Manhole Storm Line B STA 18+11 0.0 103.1 19.5 3 97.2
Comments: Where tested, materials were in compliance with project specifications.
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) Meinhardt & Quintana/ Ronald F. Reed P.E.
Mr. David Meinhardt BW/je
(1) Haynes Whayley Associates, Inc./
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · T--L [214] 350 5600 · FAX [214] 350 0019