Freeport NIP(7.0)-LR031010RoneEngineers
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
1 1
1 2
1 3
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5"
3% 6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
4.50
4.50
4.50
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
08/21/2003
09/11/2003
09/11/2003
1 4 Hold
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
REPORT OF TESTS
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
117275
137685
140905
Average
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/14/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5:35am BATCH TIME: 5:1 Sam
TEMPERATURE (F) AIR 74 F CONCRETE: 86 F
TRUCK NO: 105 TICKET NO: 117970
AIR CONTENT 4.8 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Northwest fire lane
SAMPLE LOCATION: North drive approach at Freeport
Parkway
COMPRESSIVE
STRENGTH
(psi)
4150
4870
4980
4930
192610
037333
08/14/2003
10/10/2003
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
DI Page 1 of 6
2
Ro= gineers
sem
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive stren gth samples and bring
samples back to the laboratory for curing and testing in accordance with applicable
standards.
Duke Realty Services, LP
Potter
On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
5"
3 -6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
2 1
2 2
2 3
4
MEASURED
SLUMP
(inches)
4.00 09/11/2003
4.00 09/11/2003
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
4.00 08/21/2003
Hold
8908 2696 Gravel Ambassador ive, Fo t Wo TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN LD.: 7752
PLACEMENT DATE: 08/14/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7 :4Oam BATCH TIME: 6 :17
TEMPERATURE (F) AIR 76 F CONCRETE: 86 F
TRUCK NO: 107 TICKET NO: 1 17979
AIR CONTENT nu 4. 3
OVERALL PLACEMENT LOCATION:
IT WEIGHT (pct); NA
Northwest fire lane
SAMPLE LOCATION: 150' east of Freeport Parkway
AGE
(days)
28
28
MAXIMUM
LOAD
(Ibs, force)
7 123495
140635
157985
Avera
Report No.:
Project No.:
Date of Service:
Report Date:
COMPRESSIVE
STRENGTH
(psi)
4370
192610
037333
08/14/2003
10/10/2003
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
ITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing We rosition appearance, performance, etc.) or an y other feature of similar subject matter provided by persons or conditions
have over which we ha no controlits are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
assume responsibility variation Our leers d
Page 2 of 6
Ro =gin
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
CONCRETE COMPRESSIVE STRENGTH TEST
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
3 1
3 2
3
3
4000 psi 28 Days
5"
3% 6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
5.00
5.00
5.00
DATE
TESTED
08/21/2003
09/11/2003
09/11/2003
3 4 Hold
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/14/2003
R FATHER CONDITIONS:
TIME SAMPLED• 825am
TEMPERATURE (F) AIR 77
TRUCK NO: 107
AIR CONTENT 4.3
OVERALL PLACEMENT LOCATION:
Northwest fire lane
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
95090
117855
123330
Average
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
192610
037333
08/14/2003
10/10/2003
Clear
BATCH TIME: 7:59am
F CONCRETE: 86 F
TICKET NO: 1 17989
UNIT WEIGHT (pcf): NA
250' east of Freeport Parkway
COMPRESSIVE
STRENGTH
(Psi)
3360
4170
4360
4270
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01 Page 3 of 6
RoneEngineers
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
4 1 5.00
4 2 5.00
4 3 5.00
4 4 5.00
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5"
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE AGE
TESTED (days)
08/21/2003 7
09/11/2003 28
09/11/2003 28
10/09/2003 56
OVERALL PLACEMENT LOCATION:
North fire lane, building column Line E to P
SAMPLE LOCATION: 20' east, 5' north of southwest
comer
MAXIMUM
LOAD
(lbs. force)
Does not comply with specified strength.
Water added at site: 10 gallons
87175 3080
106510
108595
Average
119295 4220
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
COMPRESSIVE
STRENGTH
(psi)
3770
3840
3810
192610
037333
08/14/2003
10/10/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/14/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:50am BATCH TIME: 9:29am
TEMPERATURE (F) AIR 78 F CONCRETE: 86 F
TRUCK NO: 106 TICKET NO: 117999
3% 6% AIR CONTENT 4.9 UNIT WEIGHT (pcf): NA
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01 Page 4 of 6
Ro =gin
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SLTPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
5
5
1
5 2
3
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5"
3% 6% AIR CONTENT 4.2 UNIT WEIGHT (pet): NA
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
4.00
4.00
4.00
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
08/21/2003
09/11/2003
09/11/2003
5 4 Hold
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
OVERALL PLACEMENT LOCATION:
North fire lane, building column Line E to P
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
103660
129310
128040
Average
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
192610
037333
08/14/2003
10/10/2003
MIX DESIGN LD.: 7752
PLACEMENT DATE: 08/14/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 11:O5am BATCH TIME: 10:41 ant
TEMPERATURE (F) AIR 80 F CONCRETE: 88 F
TRUCK NO: 107 TICKET NO: 1 18010
SAMPLE LOCATION: 150' west, 10' south of northeast
corner
COMPRESSIVE
STRENGTH
(psi)
3670
4570
4530
4550
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
DI Page 5 of 6
Ro =gin
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast mpressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
MR
TEST METHOD:
CYLINDER
MARKED
SET NO.
6 4
MEASURED
SLUMP
(inches)
6 1 4.50
6 2 4.50
6 3 4.50
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(I) City of Coppell Engineering Dept.
(1) Potter Concrete
PROJECT DATA
Duke Realty Services, LP MIX DESIGN 1.D.: 7752
Potter PLACEMENT DATE: 08/14/2003
On site WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED. 12:25pm BATCH TIME: 12:O9pm
TEMPERATURE (F) AIR 82 F CONCRETE: 88 F
TRUCK NO: 106 TICICET NO: 1 18019
AIR CONTENT cm: 5.0 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North fire lane, building column Line E to P
4000 psi 28 Days
5"
3% 6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
08/21/2003
09/11/2003
09/11/2003
Hold
CONCRETE COMPRESSIVE STRENGTH TEST
REPORT OF TESTS
Started: 4:30am
ocg
AGE
(days)
7
28
28
(I) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(I) City of Coppell Bldg. Inspections
Finished: 2:OOpm
MAXIMUM
LOAD
(Ibs. force)
103495
129200
131220
Average
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.: 192610
Project No.: 037333
Date of Se. e: 08/14/2003
Repor 10/10/2003
SAMPLE LOCATION: 50' west, 10' south of northeast
corner
COMPRESSIVE
STRENGTH
(Psi)
3660
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
4570
4
K. Scott Watson, AET
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Roue Engineers, Ltd.
Dl Page 6 of 6