Freeport NIP(7.9)-LR020723 (2)REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR: Duke Construction
Location of Sample
Set Number 1 Location
Test Results
Cylinder Data
1 Slab on grade: 25N, 15'W of K -2.5
2 Slab on grade: 15'S, 45'W of K -5.9
Design Information
Source of Concrete 1 Mix Identification
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
(1) Osburn Contractors/
Mr. Collin LaFavors
CONCRETE CYLINDER TEST REPORT
Uline Facility
Freeport Parkway
Coppell, Texas
REEa FEE I IGIrI FEE ERI
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
Keith Atkins
KEA/je
Fi/e
REPORT NO. 52
REG PROJECT NO. 9056
SAMPLE DATE: 07 -23 -02
TECHNICIAN: A. Cervantes
Quantity Represented
30/140
140/140
Specified Strength p.s.i.
TXI
47
4000
Set
No.
Cylinder
ID
Date Tested
Age
Test
Total Load
lbs.
Compressive
Strength p.s.i.
Average
Strength p.s.i.
1 1665
1665
1665
1665
2
1666
1666
1666
1666
07 -30 -02
08 -20 -02
08 -20 -02
Hold
07 -30 -02
08 -20 -02
08 -20 -02
Hold
7
28
28
H
7
28
28
H
105250
135540
142820
104080
143940
145460
3720
4800
5050
3680
5090
5150
4930
5120
Set
No.
Cylinder
ID
Slump
Time of
Sample
Air Temp.
Concrete
Temp.
Air
Entrainment
Ticket
Number
1
2
1665 4.50 4:20AM
1666 5.00 5:45AM
78
79
86
87
N/A
N/A
N/A
N/A
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
7 0 e; "Z.,_
G RCI LJ
Set
No.
Cylinder
ID
Slump
Time of
Sample
Air Temp.
Concrete
Temp.
Air
Entrainment
Ticket
Number
1 1665 4.50 4:20AM 78 86 N/A N/A
2 1666 5.00 5:45AM 79 87 N/A N/A
REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR: Duke Construction
Location of Sample
Set Number I Location
1 Quantity Represented
1
2
Slab on grade: 25N, 15'W of K -2.5
Slab on grade: 15'S, 45'W of K -5.9
30/140
140/140
Design Information
Source of Concrete Mix Identification
Specified Strength p.s.i.
TXI
47
4000
Test Results
Set
No.
Cylinder
ID
Date Tested
Age
Test
Total Load
lbs.
Compressive
Strength p.s.i.
Average
Strength p.s.i.
1 1665
1665
1665
1665
2 1666
1666
1666
1666
07 -30 -02
08 -20 -02
08 -20 -02
Hold
07 -30 -02
08 -20 -02
08 -20 -02
Hold
7 105250
28
28
H
7 104080
28
28
H
3720
3680
Cylinder Data
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
(1) Osburn Contractors/
Mr. Collin LaFavors
CONCRETE CYLINDER TEST REPORT
Uline Facility
Freeport Parkway
Coppell, Texas
REEa EI 'IG11IEERIr1
GEOTECHNICAL AND G R ID LI P
ENVIRONMENTAL CONSULTANTS
REPORT NO. 52
REG PROJECT NO. 9056
SAMPLE DATE: 07 -23 -02
TECHNICIAN: A. Cervantes
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KEA/je
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019