Freeport NIP(7.0)-LR030811RoneEngineers
A LEIGH COMPANY
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
1 4
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 3.6 UNIT WEIGHT (pct):
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP DATE
(Inches) TESTED
4.00 08/08/2003
4.00 08/29/2003
4.00 08/29/2003
4.00 09/26/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
SAMPLE LOCATION: 10' south, 10' west of
northeast corner
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line Z to GG
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/01/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:2Oam BATCH TIME: 7006am
TEMPERATURE (F) AIR 80 F CONCRETE: 86 F
TRUCK NO: 108 TICKET NO: 117778
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
91830
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)
3250
192011
037333
08/01/2003
08/11/2003
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 Pane 1 of 7
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 5"
AIR 3% 6%
TEST METHOD:
CYLINDER
MARKED
SET NO.
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP DATE
(Inches) TESTED
2 1 4.50 08/08/2003
2 2 4.50 08/29/2003
2 3 4.50 08/29/2003
2 4 4.50 09/26/2003
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
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.
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
Report No.:
Project No.:
Date of Service:
Report Date:
192011
037333
08/01/2003
08/11/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/01/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 8:2Oa111 BATCH TIME: 8:03811
TEMPERATURE (F) -AIR 81 F CONCRETE. 86 F
TRUCK NO: 113 TICKET NO: 117786
AIR CONTENT 4.0 UNIT WEIGHT (pci: NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line Z to GG
SAMPLE LOCATION: 40' west, 15' north of
southeast corner
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
92250
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
3260 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 2 of 7
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
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.
MEASURED
SLUMP
(Inches)
3 1 4.50
3 2 4.50
3 3 4.50
3 4 4.50
4000 psi 28 Days
5"
3% 6% AIR CONTENT em: 3.9 UNIT WEIGHT (pct): NA
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
08/08/2003
08/29/2003
08/29/2003
09/26/2003
REPORT OF TESTS
AGE
(days)
7
28
28
56
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MAXIMUM
LOAD
(ibs. force)
93200
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:
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/01/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:25am BATCH TIME: 9:12am
TEMPERATURE (F) -AIR 85 F CONCRETE: 87 F
TRUCK NO: 1 19 TICKET NO: 117796
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line Z to OO
SAMPLE LOCATION: 75' west, 15' north of
southeast comer
COMPRESSIVE
STRENGTH
(psi)
192011
037333
08/01/2003
08/11/2003
FRACTURE
TYPE
3300 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 3 of 7
RoneEngineers
A LEIGH COMPANY
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: 4000 psi 28 Days
SLUMP (in): 5"
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
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
3% 6% AIR CONTENT 4.5 UNIT WEIGHT (pc!): 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)
DATE
TESTED
4 1 5.00 08/08/2003
4 2 5.00 08/29/2003
4 3 5.00 08/29/2003
4 4 5.00 09/26/2003
Water added at site: 5 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
94120
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:
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/01/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:2Oam BATCH TIME: 10:O7am
TEMPERATURE (F) -AIR 86 F CONCRETE: 88 F
TRUCK NO: 113 TICKET NO: 117806
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line Z to GG
SAMPLE LOCATION: 125' west, 10' south of
northeast corner
COMPRESSIVE
STRENGTH
(psi)
192011
037333
08/01/2003
08/11/2003
FRACTURE
TYPE
3330 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 7
RoneEngineers
A LEIGH COMPANY
Project:
Services:
STRENGTH:
SLUMP (In):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
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 DATE
(Inches) TESTED
5 1 5.00 08/08/2003
5 2 5.00 08/29/2003
5 3 5.00 08/29/2003
5 4 5.00 09/26/2003
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
CONCRETE COMPRESSIVE STRENGTH TEST
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.
PROJECT DATA
REPORT OF TESTS
Report No.:
Project No.:
Date of Service:
Report Date:
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/01/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 11:2Oam BATCH TIME: 1 1:OOam
TEMPERATURE (F) AIR 88 F CONCRETE: 90 F
TRUCK NO: 1 TICKET NO: 117817
AIR CONTENT 4.2 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line Z to GG
SAMPLE LOCATION: 100' east, 10' south of
northwest comer
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
90450
COMPRESSIVE
STRENGTH
(psi)
192011
037333
08/01/2003
08/11/2003
FRACTURE
TYPE
3200 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 Page5of7
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
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)
DATE
TESTED
6 1 5.00 08/08/2003
6 2 5.00 08/29/2003
6 3 5.00 08/29/2003
6 4 5.00 09/26/2003
Water added at site: 10 gallons
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
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.:
Project No.:
Date of Service:
Report Date:
192011
037333
08/01/2003
08/11/2003
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.
PROJECT DATA
REPORT CW TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MIX DESIGN LD.: 7752
PLACEMENT DATE: 08/01/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 12:1 Opm BATCH TIME: 11:55am
TEMPERATURE (F) AIR 92 F CONCRETE. 90 F
TRUCK NO: 108 TICKET NO: 1 17826
AIR CONTENT 4.7 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line Z to GG
SAMPLE LOCATION: 75' east, 10' north of
southwest corner
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
89815
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
3180 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 Page6of7
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
MEASURED
SLUMP
(inches)
7 1 5.00
7 2 5.00
7 3 5.00
7 4 5.00
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
08/08/2003
08/29/2003
08/29/2003
09/26/2003
REPORT OF TESTS
SAMPLE LOCATION: 25' east, 10' north of
southwest comer
AGE
(days)
7
28
28
56
Started: 6:30am Finished: 2:30pm
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
MAXIMUM
LOAD
(Ibs. force)
88210
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
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.:
Project No.:
Date of Service:
Report Date:
PROJECT DATA
MIX DESIGN LD.: 7752
PLACEMENT DATE: 08/01/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 1:1 Opm BATCH TIME: 12:46pm
TEMPERATURE (F) AIR 94 F CONCRETE: 92 F
TRUCK NO: 103 TICKET NO: 1 17836
AIR CONTENT 4.3 UNIT WEIGHT (pci): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line Z to GG
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.
COMPRESSIVE
STRENGTH
(psi)
192011
037333
08/01/2003
08/11/2003
FRACTURE
TYPE
3120 Unbonded Cap
K. Scott Watson, AET
CMT Operations Manager
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 7 of 7