Freeport NIP(7.9)-LR020717GEOTECHNICAL AND ~ F=~ r-1 L..I ~
ENVI RONPIENTAL CONSULTANTS
CONCRETE BEAM 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: Duke Construction
REPORT NO. 51
REG PROJECT NO: 9056
SAMPLE DATE: 07-17-02
TECHNICIAN: F. Gomez
Location of Sample
Set Number
1
2
3
Location
Quantity Represented
Floor slab: A to A.5 and 4.6 to 5
Floor slab E to E.5 and 4.7 to 5
Floor slab F to F.6 and 4.7 to 5
3O/44O
330/440
440/440
Design Information
Source of
Set Number Concrete
1 TXI
Mix Identification
Specified Strength p.s.i.
47
650-Flex
Test Results
Set Beam Date Age @ Average Average
No. ID Tested Test Width (in) Depth (in)
1 1441 07-24-02 7 6.00 6.06
1441 08-14-02 28 6.00 6.06
1441 08-14-02 28 6.00 6.12
2 1442 07-24-02 7 6.06 6.06
1442 08-14-02 28 6.00 6.06
1442 08-14-02 28 5.94 6.06
3 1443 07-24-02 7 6.00 6.06
1443 08-14-02 28 6.00 6.06
1443 08-14-02 28 6.00 6.12
Uncorrected I Modulus
Strength (psi) of Rupture (psi)
735 720
800 785
815 780
710 680
745 730
755 745
690 670
765 750
740 710
Beam Data
Set Beam
No. ID Slump
1 1441 5.00
2 1442 4.75
3 1443 4.75
Time of Air
Sample Temp.
3:19AM 72
6:52AM 72
8:30AM 73
Concrete I Air Ticket Number
Temp. I Entrainment
80 N/A 3166895
81 N/A 3167022
84 N/A 3167176
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
KENje
2424 STUTZ DR.., SUITE 400 ,, DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND
ENVIRONHENTAL CONSULTANTS
CONCRETE BEAM TEST REPORT
Uline Facility
Freeport Parkway
Coppell, Texas
REPORTED TO: Duke Realty Corporation REPORT NO. 51
CONTRACTOR:
Location of Sample
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
Duke Construction
Set Number I Location
REG PROJECT NO: 9056
SAMPLE DATE: 07-17-02
TECHNICIAN: F. Gomez
Quantity Represented
1 Floor slab: A to A.5 and 4.6 to 5 30/440
2 Floor slab E to E.5 and 4.7 to 5 330/440
3 Floor slab F to F.6 and 4.7 to 5 440/440
Design Information
Source of
Set Number Concrete Mix Identification Specified Strength p.s.I.
1 TXI 47 650-Flex
Test Results
Set Beam Date Age~ Average , Average , Uncorrected ,
No. ID Tested Test Width (in) Ill Depth (in) Strength (psi)
1 1441 07-24-02 7 6.00 6.06 735
1441 08-14-02 28
1441 08-14-02 28
2 1442 07-24-02 7 6.06 6.06 710
1442 08-14-02 28
1442 08-14-02 28
3 1443 07-24-02 7 6.00 6.06 690
1443 08-14-02 28
1443 08-14-02 28
Modulus
of Rupture (psi)
720
680
670
Beam Data
I Set Beam Time of Air Concrete Air Ticket Number
No. ID Slump I Sample Temp. J Temp. Entrainment
1 1441 5.00 3:19AM 72 80 N/A 3166895
2 1442 4.75 6:52AM 72 81 N/A 3167022
3 1443 4.75 8:30AM 73 84 N/A 3167176
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" ~=.a.X [214] 350 0019
GEOTECHNICAL AND ~ F=JJ r'-i U j~a
ENVIP, ONHENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
~~FF Uline Facility
reeport Parkway
Coppell, Texas
REPORTED TO: Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
REPORT NO. 49
REG PROJECT NO. 9056
SAMPLE DATE: 07-17-02
TECHNICIAN: F. Gomez
CONTRACTOR: Duke Construction
Location of Sample
Set Number I Location I Quantity Represented
1 Floor slab: A to A.5 from 4.6 to 5 30/550
2 Floor slab: B to B.5 from 4.7 to 5 120/550
3 Floor slab: C.5 to D from 3 to 3.4 230/550
4 Floor slab: E to E.5 from 4.7 to 5 330/550
5 Floor slab: F to F.6 from 4.7 to 5 440/550
6 Floor slab: G to G.3 from 4 to 5 540/550
Design Information
J Source of Concrete I Mix Identification
TXI 47
Test Results
Set Cylinder Age @
No. ID Date Tested Test
s pe ci f,,j~,r~ ,~j~ ~j
J Average
Total Load Cor~pressive I
lbs. I Strength p.s.i. I Strength p.s.i.
1444 07-24-02 7 109250 3870
1444 08-14-02 ~"~ 128960 4560
1444 08-14-02 (,~8 129230 4570
1444 Hold
1445 07-24-02 7 106990 3790
1445 08-14-02 C 22H~ 136150 4820
1445 08-14-02 136480 4830
1445 Hold
3 1446 07-24-02 7 98720 3490
1446 08-14-02 ,~28 132160 4680
1446 08-14-02 ~ 28 139800 4950
4 1446 Hold H
1447
1447
1447
1447
2424 STUTZ DR.
07-24-02 7 104430 3700
08-14-02
f 28 131710 4660
08-14-02 ~ ,2.8 132050 4670
Hold ~ __ __
SUITE 400 · DALLAS, 5
Set Cylinder
No. ID
5 1448
1448
1448
1448
Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
07-24-02 7 104650 3700
08-14-02 28 130680 4630
08-14-02 28 134880 4770
Hold H
6 1449 07-24-02 7 122020 4320
1449 08-14-02 28 149980 5310
1449 08-14-02 28 150260 5320
1449 Hold H
47OO
5320
Cylinder Data
Set Cylinder Time of
No. ID Slump Sample
1 1444 5.00 3:19AM
2 1445 4.75 4:13AM
3 1446 4.75 6:01AM
4 1447 4.75 6:52AM
5 1448 4.75 8:30AM
6 1449 4.75 9:57AM
ConcreteI Air I Ticket
Air Temp. Temp. Entrainment Number
72 80 N/A 3166895
71 80 N/A 3166928
72 81 N/A N/A
72 81 N/A 3167022
73 84 N/A 3167176
73 84 N/A 3167385
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
(1) Osburn Contractors/
Mr. Collin LaFavors (concrete
only
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KEAJje
GEOTECHNICALAND I~ ~ r--~ I I F=~
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
,~~rFrUline Facility
eeport Parkway
Coppell, Texas
REPORTED TO:
Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
ATTN: Mr. Mike Cox
REPORT NO. 49
REG PROJECT NO. 9056
SAMPLE DATE: 07-17-02
TECHNICIAN: F. Gomez
CONTRACTOR: Duke Construction
Location of Sample
Set Number I Location
Quantity Represented
Floor slab: A to A.5 from 4.6 to 5
Floor slab: B to B.5 from 4.7 to 5
Floor slab: C.5 to D from 3 to 3.4
Floor slab: E to E.5 from 4.7 to 5
Floor slab: F to F.6 from 4.7 to 5
Floor slab: G to G.3 from 4 to 5
30/550
120/550
230/550
330/550
440/550
540/550
Design Information
Source of Concrete
TXI
Mix Identification
47
Specified Strength p.s.i.
4000
Test Results
Set Cylinder
No. ID
1
Age @
Date Tested Test
1444 07-24-02 7
1444 08-14-02 28
1444 08-14-02 28
1444 Hold H
1445 07-24-02 7
1445 08-14-02 28
1445 08-14-02 28
1445 Hold H
1446 07-24-02 7
1446 08-14-02 28
1446 08-14-02 28
1446 Hold H
1447 07-24-02 7
1447 08-14-02 28
1447 08-14-02 28
1447 Hold
Total Load Compressive J Average
lbs. Strength p.s.i.I Strength p.s.i.
109250 3870
106990 3790
98720 3490
104430 3700
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
Set Cylinder Age @
No. ID Date Tested Test
5 1448 07-24-02 7
1448 08-14-02 28
1448 08-14-02 28
1448 Hold H
Total Load Compressive
lbs. Strength p.s.i.
104650 3700
Average
Strength p.s.i.
6 1449 07-24-02 7 122020 4320
1449 08-14-02 28
1449 08-14-02 28
1449 Hold H
Cylinder Data
Set Cylinder I Time°f r Concrete Air Ticket
No, ID Slump Sample Air Temp. Temp, Entrainment Number
1 1444 5.00 3:19AM 72 80 N/A 3166895
2 1445 4.75 4:13^M 71 80 N/A 3166928
3 1446 4.75 6:01AM 72 81 N/A N/A
4 1447 4.75 6:52AM 72 81 N/A 3167022
5 1448 4.75 8:30AM 73 84 N/A 3167176
6 1449 4.75 9:57AM 73 84 N/A 3167385
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