Coppell Ind 2-LR040714 GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Tradepoint Distribution Center Phase 2 Earthwork
Bethel Road
Coppell, Texas
REPORTED TO: Hillwood Fund No. 1, LP
5430 LBJ Freeway, Suite 800
Dallas, Texas 75240
ATTN: Mr. Albert Jarrell
CONTRACTOR: Hillwood Construction Services
REPORT NO. 13
REPORT DATE: 07-14-04
REG PROJECT NO. 11300
TECHNICIAN: M. Banchetti
PAGE: 1 of 1
Proctor ASTM Optimum Maximum
No. Standard Description Mo sture, % Density, PCF
1 D-698 19.1 100.7
2 D-698 20.2 103.3
3 D-698 19.1 103.5
4 D-698 19.7 102.6
Dark brown clay
Brown sandy clay
Dark brown clay
Yellow & light brown & gray clay
w/calcareous nodules
5 D-698 Yellow & light brown sandy clay & shale 17.5 105.8
w/calcareous nodules
Test
No. Date
Location
215 07-03-04 Bldg Pad: 400'S, 5'W(1)
216 Bldg Pad: 500'S, 5'W(1)
Depth
Below
Final S. G.
(feet)
5.0
5.0
Field
Density Compaction
(pcf) Level (%)
97.4 94.9
96.7 94.2
Field
Moisture Proctor
(%) D
23.9 4
24.3 4
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.E. corner of Building 1.
Mail
Distribution: (1) Hillwood Fund No. 1, LP/
Mr. Albert Jarrell
(1) Hillwood Construction Services/
Mr. Ralph Rucker
(1) R.G.A. Architects/Mr. Rick Gilliland
(1) Halff Associates/
Mr. Stephen Crawford
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
BW/cn