Freeport NIP(7.9)-LR020712Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
Proctor
ID
C
evel
22 06 -21 -02
23
Water Line: 250'W(1) 1.5 97.8 20.2 1 95.0
Water Line: 250'W(1) 0.0 98.7 20.6 1 95.8
Proctor
No.
ASTM
Standard
Description
Optimum
Moisture,
Maximum
Density, PCF
1
2
D -698 Dark brown clay 19.0 103.0
D -698 Dark brown clay w /yellowish brown sand 15.0 111.0
REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR: Duke Construction
Mail
Distribution: (1) Duke Realty Corporation/
Mr. Mike Cox
(1) Duke Realty Corporation/
Mr. Jeff Langston
(1) Pacheco Koch Consulting/
Mr. Jack Evans
(1) Haris Engineering, Inc./
Mr. Ali Haris
(1) Horn Chandler- Thomas, Inc./
Ms. Diane Coulson
(1) City of Coppell /Mr. Larry Davis
(1) City of Coppell /Mr. Lee Stone
REPORT OF FIELD DENSITY TESTS
Uline Facility
Freeport Parkway
Coppell, Texas
R FEE E=1 EI IGiI IG
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 12
REPORT DATE: 07 -12 -02
REG PROJECT NO. 9056
TECHNICIAN: B. Steadman
PAGE: 1 of 1
Comments: Where tested, materials were in compliance with project specificatio
Footnote: (1) Measurements referenced from north approach off Freeport Pkwy.
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
Manager, CMT
BW /cn
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
GFRID LJP