Freeport NIP(7.9)-LR020725 (2)GEOTECHNICAL AND r~ F;~ I--1 I I ~
ENVl RON h'IENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Uline Facility
Freeport Parkway
Coppell, Texas
REPORTED TO:
Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR: Duke Construction
Proctor ASTM
No. Standard
1 D-698
2 D-698
REPORT NO. 35
REPORT DATE: 07-25-02
REG PROJECT NO. 9056
TECHNICIAN: G. Ortiz
PAGE: 1 of 1
Description
Dark brown clay 19.0 103.0
Dark brown clay w/yellowish brown sand 15.0 111.0
Optimum Maximum
Moisture, % Density, PCF
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
95 07-12-02 Sanitary Line: 25'N, 40'E(1) 3.0 99.7 21.1 1 96.7
96 Sanitary Line: 25'N, 41'E(1) 4.0 101.1 20.1 1 98.1
97 Sanitary Line: 25'N, 42'E(1) 3.0 99.1 21.5 1 96.2
98 Sanitary Line: 25'N, 43'E(1) 2.0 99.5 21.3 1 96.6
99 Sanitary Line: 25'N, 44'E(1) 1.0 100.6 20.8 1 97.0
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.W. building corner.
Mail
Distribution: (1)
(1)
(1)
(1)
(1)
(1)
(1)
Duke Realty Corporation/
Mr. Mike Cox
Duke Realty Corporation/
Mr. Jeff Langston
Pacheco Koch Consulting/
Mr. Jack Evans
Haris Engineering, Inc./
Mr. Ali Haris
Horn-Chandler-Thomas, Inc./
Ms. Diane Coulson
City of Coppell/Mr. Larry Davis
City of Coppell/Mr. Lee Stone
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
Manager, CMT
BW/cn
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