Freeport NIP(7.9)-LR020712 (4) GEOTECHNICAL AND J ~ ~=JJ I'-1 LJ ~
ENVIRONrflENTAL CONSULTANTS
I
CONCRETE CYLINDER TEST REPORT
Uline Facility
Freeport Parkway
Coppell, Texas
REPORTED TO:
Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
CONTRACTOR:
Location of Sample
Set Number I Location
Duke Construction
REPORT NO. 42
REG PROJECT NO. 9056
SAMPLE DATE: 07-12-02
TECHNICIAN: F. Gomez
Quantity Represented
Floor slab from A to A.5 and 8.7 to 9
Floor slab from 7.5 to 7 and B.7 to C
Floor slab from C.7 to D and 7 to 7.5
Floor slab from D.5 to E and 7.7 to 8
Floor slab from F to F.4 and 8.5 tp 9
Floor slab from G to G.5 and 7 to 7.3
40/610
130/610
240/610
330/610
440/610
530/610
Design Information
JSource of Concrete I
TXI
Mix Identification I Specified Strength p.s.i.
47 4000
Test Results
Set CylinderI I Age@ Total Load
No. ID Date Tested Test lbs.
1364 07-19-02 7 97700
1364 08-09-02 28 133670
1364 08-09-02 28 134190
1364 Hold H
Compressive I Average
Strength p.s.i. Strength p.s.i.
3460
4730
4750 4740
1365 07-19-02 7 101090 3580
1365 08-09-02 28 129350 4580
1365 08-09-02 28 121360 4300
1365 Hold H
1366 07-19-02 7 107010 3790
1366 08-09-02 28 144830 5130
1366 08-09-02 28 155360 5500
1366 Hold H
1367 07-19-02 7 115190 4080
1367 08-09-02 28 153710 5440
1367 08-09-02 28 145070 5130
1367 Hold H
4440
5320
5290
2424 STUTZ DR. · SUITE 400 * DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
5 1368 07-19-02 7 119500 4230
1368 08-09-02 28 153480 5430
1368 08-09-02 28 157670 5580 5510
1368 Hold H
6 1369 07-19-02 7 112540 3980
1369 08-09-02 28 142050 5030
1369 08-09-02 28 142700 5050 5040
1369 Hold H
Cylinder Data
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 1364 4.75 4:00AM 75 87 N/A 3164799
2 1365 4.75 4:37AM 75 83 N/A 3184812
3 1366 5.00 6:13AM 76 92 N/A 3164852
4 1367 4.75 6:47AM 76 91 N/A 3164897
5 1368 4.75 8:13AM 89 91 N/A 3165030
6 1369 4.50 9:13AM 84 91 N/A 3165149
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
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KEA/je
F;IEEg j Er-ll~ I rqE EFqII'--IlS
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Uline Facility
Freeport Parkway
Coppell, Texas
REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
REPORT NO. 42
REG PROJECT NO. 9056
SAMPLE DATE: 07-12-02
TECHNICIAN: F. Gomez
CONTRACTOR: Duke Construction
Location of Sample
Set Number I Location
Quantity Represented
Floor slab from A to A.5 and 8.7 to 9
Floor slab from 7.5 to 7 and B.7 to C
Floor slab from C.7 to D and 7 to 7.5
Floor slab from D.5 to E and 7.7 to 8
Floor slab from F to F.4 and 8.5 tp 9
Floor slab from G to G.5 and 7 to 7.3
40/610
130/610
240/610
330/610
440/610
530/610
Design Information
Source of Concrete I Mix Identification
TXI 47
Specified Strength p.s.i.
4000
Test Results
Set Cylinder Age @
No. ID Date Tested Test
I 1364 07-19-02 7
1364 08-09-02 28
1364 08-09-02 28
1364 Hold H
2 1365 07-19-02 7
1365 08-09-02 28
1365 08-09-02 28
1365 Hold H
3 1366 07-19-02 7
1366 08-09-02 28
1366 08-09-02 28
1366 Hold H
4 1367 07-19-02 7
1367 08-09-02 28
1367 08-09-02 28
1367 Hold H
Total Load I CompressiveI Average
lbs. Strength p.s.i. Strength p.s.i.
97700 3460
101090 3580
107010 3790
11519O 4080
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 ' FAX [214] 350 0019
GEOTECHNICAL AND r~ F=i r-'l U F=~
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Uline Facility
Freeport Parkway
Coppell, Texas
REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
REPORT NO. 41
REG PROJECT NO. 9056
SAMPLE DATE: 07-11-02
TECHNICIAN: S. Davis
CONTRACTOR: Duke Construction
Location of Sample
Set Number I Location
1 Piers: C.5-1, C.1-1, B.6-1, B.1-1 and A.9-1
Quantity Represented
10/20
Design Information
Source of Concrete I Mix Identification I Specified Strength p.s.i.
TXI 45 3000
Test Results
Set Cylinder Age @
No. ID Date Tested Test
1 1296 07-18-02 7
1296 08-08-02 28
1296 08-08-02 28
1296 Hold H
Total Load
lbs.
80440
Compressive I Average
Strength p.s.i. Strength p.s.i.
2850
Cylinder Data
Set Cylinder Time of
No. ID Slump Sample
1296 5.00 2:45PM 97
Concrete Air Ticket
Air Temp. Temp. Entrainment Number
93 N/A 316473
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
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