Freeport NIP(7.9)-LR021002REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR: Duke Construction
Items Observed:
Reference Plans or Notes Used:
IXI
There were no deviations noted.
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 REINFORCING
STEEL PLACEMENT OBSERVATION
Uline Facility
Freeport Parkway
Coppell, Texas
R E E17 EfIG I I1 FEE ERII lG
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 98
REPORT DATE: 10 -02 -02
REG PROJECT NO. 9056
DATE OBSERVED: 09 -10 -02
TECHNICIAN: H. Johnson
PAGE: 1 of 1
Paving: 0 to 100'N, 0 to 115'E of the N.W. corner of
building office area.
Sheet C.50, paragraph 8 and 9, paving notes.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents.
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Ronald F. Reed, P.E.
BW /myw
/a- -Zoo
2424 STUTZ DR. SUITE 400 DALLAS. TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
G RD LJFP'
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
Proctor
ID
Compaction
Level
154
155
156
09 -13 -02 Leave -out: 1'N, 30'E(1) 2.5 105.4 19.7 2 95.0
Leave -out: 1'N, 150'E(1) 2.5 105.8 18.9 2 95.3
Leave -out: 1'N, 250'E(1) 2.0 106.6 18.4 2 96.0
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
F=EE=] Er
ffilt
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 101
REPORT DATE: 10 -02 -02
REG PROJECT NO. 9056
TECHNICIAN: D. French
PAGE: 1 of 1
Proctor
No.
ASTM
Standard
Description
Optimum
Moisture,
Maximum
Density, PCF
1 D -698 Dark brown clay
2 D -698 Dark brown clay w /yellowish brown sand
3 D -698 Light brown clay (lime- treated)
4 D -698 Dark brown clay w /trace light gray
yellowish brown clay
5 D -698 Dark gray clay
19.0
15.0
17.1
20.3
18.0
103.0
111.0
98.9
101.6
105.4
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.W. corner of building.
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
BW /myw
g
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
G R O U