Freeport NIP(7.9)-LR020910GEOTECHNICAL AND ~ F~ I'-1 I I F~
ENVI I~ONI"IENTAL 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
CONTRACTOR: Duke Construction
Location of Sample
Set Number I Location
1 Paving: 75'N, 45'E of N.W. corner of office area
2 Paving: 85'N, 90'E of N.W. corner of office area
Design Information
REPORT NO. 100
REG PROJECT NO. 9056
SAMPLE DATE: 09-10-02
TECHNICIAN: H. Johnson
I Quantlt7 Represented
30/120
110/120
I Source of Concrete
TXI
Mix Identification
8273
Specified Strength p.s.i.
4000
Test Results
No. ID Date Tested Test lbs.
1 3385 09-17-02 7 93830
3385 10-08-02 28 121890
3385 10-08-02 28 125050
2 3386 09-17-02 7 85690
3386 10-08-02 28 115440
3386 10-08-02 28 113410
ICompressive
I
Average
Strength p.s.i. ~
Strength p.s.i.
3320
4310
4430 4370
3030
4090
4010 4050
~¥1inder Data
Set Cy. nderI ITimeo'l IConcrete Air I Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment N umber
I 3385 4.50 11:00AM 80 87 5.0 3205687
2 3386 5.50 1:05PM 90 93 4.8 3205872
Mail
Distribution:
(1) Duke Realty Corporation/
Mr. Mike Cox
(1) Duke Realty Corporation/
Mr. Jeff Langston
(1) Pacheco Koch Consulting/
Mr. Jack Evans
(1) Hads Engineering, Inc./
Mr. Ali HaHs
(1) Horn-Chandler-Thomas, Inc./
Ms. Diane Coulson
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) Osbum Contractors/
Mr. Collin LaFavors
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith Atkins
KENje
2424STUTZ DR. * SUITE400 * DALLAS, TX 75235 · ?El [21413505600 · F.,,x [214] 3500019
GEOTECHNICAL AND G F=l r-'l I I ~
ENVIP, ONPIENTAL CONSULTANTS
REPORTED TO:
CONCRETE CYLINDER TEST REPORT
FreUline Facility
eport Parkway
Coppell, Texas
Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 75254
A-I-tN: Mr. Mike Cox
REPORT NO. 100
REG PROJECT NO. 9056
SAMPLE DATE: 09-10-02
TECHNICIAN: H. Johnson
CONTRACTOR: Duke Construction
Location of Sample
Set Number I Location
1 Paving: 75'N, 45'E of N.W. corner of office area
2 Paving: 85'N, 90'E of N.W. corner of office area
Quantity Represented
30/120
110/120
Design Information
Mix Identification
Specifj~tre~n t[~ p.s.i.
Source of Concrete I
TXI 8273
Test Results
Total Load Compressive Average
lbs. Strength p.s.i. I Stren~h p.s.i.
93830 3320 ~
Set Cylinder Age @
No. ID Date Tested Test
1 3385 09-17-02 7
3385 10-08-02 28
3385 10-08-02 28
2 3386 09-17-02 ~'~,~
"'"'Z8
3386 10-08-02
3386 10-08-02 28
85690
Cylinder Data
Set I Cylinder Time of
lNi. ID Slump Sample
3385 4.50 11:00AM
3386 5.50 1:05PM
Air I Ticket
Air Temp. Temp. Entrainment Number
80 87 5.0 3205687
90 93 4.8 3205872
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, LTD.
Original Signed By
Keith Atkins
KEA/je
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019