Freeport NIP(7.9)-LR021029REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR: Duke Construction
Core
Number
Cored
Length
(inches)
Capped
Length
(inches)
Core
Diameter
(inches)
L/D Ratio
LID Corr
Factor
Total Load
(Ibs)
Corrected
Compressi
Strength P
1
2
3
4
5
6
5.84
8.02
7.54
7.08
6.88
8.58
5.05
5.10
5.30
6.35
6.15
6.85
3.75
3.75
3.75
3.75
3.75
3.75
1.347
1.360
1.413
1.693
1.640
1.827
0.9408
0.9432
0.9492
0.9752
0.9712
0.9856
43190
41470
54420
40210
46160
48670
Average Strength: 3980 psi
Comments: Cores obtained to evaluate the in place strength of the concrete where 28 day cylinders were
below design strength, reference report no. 91, sets 1 through 6. Considering all cores broke above 85%
of design strength, the in place concrete should be acceptable.
Core Location:
1) Firelane: 10'N, 90'E of S.E. Bldg. corner. 4)
2) Firelane: 90'N, 72'E of S.E. Bldg. corner. 5)
3) Firelane: 160'N, 80'E of S.E. Bldg. corner. 6)
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 CONCRETE CORES
Uline Facility
Freeport Parkway
Coppell, Texas
REEL3 En Ei I f FEE RII lG
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 112
REPORT DATE: 10 -29 -02
REG PROJECT NO. 9056
DATE CORED: 10 -03 -02
DATE TESTED: 10 -10 -02
TECHNICIAN: S. Davis
PAGE: 1 of 1
Firelane: 245'N, 65'E of S.E. Bldg. corner.
Firelane: 370'N, 95'E of S.E. Bldg. corner.
Firelane: 420'N, 70'E of S.E. Bldg. corner.
r3 FROLJ F�
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
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2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
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