Freeport NIP(7.0)-LR030707RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
1 1
1 2
1 3
1 4
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5" maximum
3
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
4.5 07/04/2003
4.5 07/25/2003
4.5 07/25/2003
4.5 08/22/2003
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
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 06/27/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:1 Oam BATCH TIME: 6:SOam
TEMPERATURE (F) AIR 66 F CONCRETE: 84 F
TRUCK NO: 110 TICKET NO: 116237
AIR CONTENT 3.2 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
North half of south parking lot between building column Line R Y
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
110155
Report No.:
Project No.:
Date of Service:
Report Date:
179329
037333
06/27/2003
07/07/2003
10' west by 10' south of northeast
corner
n.)
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
3900 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.
01DD Page 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
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
2 1
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5" maximum
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
4.0 07/04/2003
2 2 4.0 07/25/2003
2 3 4.0 07/25/2003
2 4 4.0 08/22/2003
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
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 06/27/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:55am BATCH TIME: 7:29am
TEMPERATURE (F) AIR 66 F CONCRETE: 86 F
TRUCK NO: 114 TICKET NO: 116246
AIR CONTENT 3.5 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North half of south parking lot between building column Line R Y
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
SAMPLE LOCATION: 25' west by 10' north of southeast
corner
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
124595
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)
4410
179329
037333
06/27/2003
07/07/2003
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 Rorie Engineers, Ltd.
01DD Page 2 of 7
RoneEngineers
to
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
PROJECT DATA
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
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.: 179329
Project No.: 037333
Date of Service: 06/27/2003
Report Date: 07/07/2003
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 MIX DESIGN I.D.: 7752
CONCRETE SUPPLIER: Potter PLACEMENT DATE: 06/27/2003
PLANT: On site WEATHER CONDITIONS: Clear
SPECIFICATION REQUIREMENTS TIME SAMPLED: 8:3Oam BATCH TIME: 8:1Sam
STRENGTH: 4000 psi 28 Days TEMPERATURE (F) AIR 70 F CONCRETE: 87 F
SLUMP (in): 5" maximum TRUCK NO: 110 TICKET NO: 116256
AIR 3% 6% AIR CONTENT 3.1 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 North half of south parking lot between building column Line R Y
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138 SAMPLE LOCATION: 50' west by 15' south of northeast
ASTM C -39 corner
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 5.0 07/04/2003 7 106665 3770 Unbonded Cap
3 2 5.0 07/25/2003 28 Unbonded Cap
3 3 5.0 07/25/2003 28 Unbonded Cap
3 4 5.0 08/22/2003 56 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.
01DD 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):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
4 1
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
5" maximum
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
4 2 4.5 07/25/2003
4 3 4.5 07/25/2003
4 4 4.5 08/22/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 06/27/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:3Oam BATCH TIME: 9:22am
TEMPERATURE (F) AIR 74 F CONCRETE: 86 F
TRUCK NO: 110
AIR CONTENT 3.2
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
4.5 07/04/2003
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
Report No.:
Project No.:
Date of Service:
Report Date:
179329
037333
06/27/2003
07/07/2003
TICKET NO: 116268
UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
North half of south parking lot between building column Line R Y
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
123370
125' west by 10' north of southeast
corner
COMPRESSIVE
STRENGTH
(Psi)
FRACTURE
TYPE
4360 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.
01DD Page 4 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:
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
5 1
5 2
5 3
5 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.
SPECIFICATION REQUIREMENTS
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5" maximum
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.)
MEASURED
SLUMP DATE
(inches) TESTED
5.0 07/04/2003
5.0 07/25/2003
5.0 07/25/2003
5.0 08/22/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
118015
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)
179329
037333
06/27/2003
07/07/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 06/27/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:4Oam BATCH TIME: 10: 25 am
TEMPERATURE (F) AIR 76 F CONCRETE: 84 F
TRUCK NO: 106 TICKET NO: 116275
AIR CONTENT 3.7 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
North half of south parking lot between building column Line R Y
SAMPLE LOCATION: 125' east by 20' south of northwest
corner
FRACTURE
TYPE
4170 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.
01DD Page 5 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:
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.
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
6 1
6 2
6 3
6 4
Duke Realty Services, LP
Potter
On site
4000 psi
28 Days
5" maximum
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)
Water added at site: 5 gallons
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
5.0 07/04/2003
5.0 07/25/2003
5.0 07/25/2003
5.0 08/22/2003
PROJECT DATA
REPORT OF TESTS
AGE
(days)
7
28
28
56
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:
179329
037333
06/27/2003
07/07/2003
MIX DESIGN LD.: 7752
PLACEMENT DATE: 06/27/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 11:4Sam BATCH TIME: 11:13am
TEMPERATURE (F) AIR 80 F CONCRETE: 86 F
TRUCK NO: 107 TICKET NO: 116285
AIR CONTENT 3.2 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North half of south parking lot between building column Line R Y
SAMPLE LOCATION: 100' east by 10' north of southwest
corner
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
118800 4200 Unbonded Cap
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.
01DD Page 6 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:
STRENGTH:
SLUMP (in):
AIR (To):
TEST METHOD:
CYLINDER
MARKED
SET NO.
7 1
7 2
7 3
7 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.
SPECIFICATION REQUIREMENTS
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5" maximum
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 STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MEASURED
SLUMP DATE
(inches) TESTED
5.0 07/04/2003
5.0 07/25/2003
5.0 07/25/2003
5.0 08/22/2003
Started: 6:30am
AGE
(days)
7
28
28
56
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
Finished: 4:OOpm
MAXIMUM
LOAD
(lbs. force)
106130
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)
179329
037333
06/27/2003
07/07/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 06/27/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED. 12:40pm BATCH TIME: 12:2Opm
TEMPERATURE (F) AIR 82 F CONCRETE: 85 F
TRUCK NO: 109 TICKET NO: 116295
AIR CONTENT 3.0 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
North half of south parking lot between building column Line R Y
SAMPLE LOCATION: 50' east by 20' north of southwest
corner
FRACTURE
TYPE
3750 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
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 Rone Engineers, Ltd.
01DD Page 7 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:
SLUMP (in):
AIR
TEST METHOD:
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" maximum
3% 6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 4.00 07/05/2003
1 2 4.00 07/26/2003
1 3 4.00 07/26/2003
1 4 4.00 08/23/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 06/28/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:15am
TEMPERATURE (F) AIR 70
TRUCK NO: 110
AIR CONTENT 3.3
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
OVERALL PLACEMENT LOCATION:
South parking lot, north half between building column line L to R
SAMPLE LOCATION: 10' west by 10' north of southeast
comer
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
123300
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:
BATCH TIME: 6:46am
F CONCRETE: 84 F
TICKET NO: 1 1631 1
UNIT WEIGHT (pcf): NA
COMPRESSIVE
STRENGTH
(psi)
4360
179385
037333
06/28/2003
07/07/2003
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.
01DD Page 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
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
2 1
2 2
2 3
2 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" maximum
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)
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
3.50 07/05/2003
3.50 07/26/2003
3.50 07/26/2003
3.50 08/23/2003
Water added at site: 5 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 06/28/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7 :45am BATCH TIME: 7:36am
TEMPERATURE (F) AIR 72 F CONCRETE. 85 F
TRUCK NO: 110 TICKET NO: 116320
AIR CONTENT 3.1
OVERALL PLACEMENT LOCATION:
South parking lot, north half between building column line L to R
SAMPLE LOCATION: 25' west by 15' south of northeast
corner
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
121630
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:
UNIT WEIGHT (pci): NA
COMPRESSIVE
STRENGTH
(psi)
179385
037333
06/28/2003
07/07/2003
FRACTURE
TYPE
4300 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.
01DD Page2of
Rorie Engineers
ALEIGH: COMPANY
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.
3 1
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5" maximum
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
4.00 07/05/2003
3 2 4.00 07/26/2003
3 3 4.00 07/26/2003
3 4 4.00 08/23/2003
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
116470
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:
COMPRESSIVE
STRENGTH
(psi)
4120
179385
037333
06/28/2003
07/07/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 06/28/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 8:38am BATCH TIME: 8:24am
TEMPERATURE (F) AIR 74 F CONCRETE: 86 F
TRUCK NO: 110 TICKET NO: 116330
AIR CONTENT 3.6 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
South parking lot, north half between building column line L to R
SAMPLE LOCATION: 100' west by 15' south of northeast
comer
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.
01DD Page 3 of 7
RoneEngineers
to
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
CONTRACTOR:
CONCRETE SUPPLIER.
PLANT:
Duke Realty Services, LP
Potter
On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 5" maximum
AIR 3% 6%
TEST METHOD: ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
CYLINDER
MARKED
SET NO.
4 1
MEASURED
SLUMP DATE
(inches) TESTED
5.00 07/05/2003
4 2 5.00 07/26/2003
4 3 5.00 07/26/2003
4 4 5.00 08/23/2003
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 DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
105140
Report No.:
Project No.:
Date of Service:
Report Date:
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.
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 06/28/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:3Oam BATCH TIME: 9:18amn
TEMPERATURE (F) AIR 74 F CONCRETE: 84 F
TRUCK NO: 104 TICKET NO: 116341
AIR CONTENT 3.5
UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
South parking lot, north half between building column line L to R
SAMPLE LOCATION: 150' west by 20' north of southeast
corner
COMPRESSIVE
STRENGTH
(psi)
179385
037333
06/28/2003
07/07/2003
FRACTURE
TYPE
3720 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.
O1DD Page
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:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
5 1
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.
2
3
Potter
On site
4000 psi 28 Days
5" maximum
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
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
4.50 07/05/2003
4.50 07/26/2003
4.50 07/26/2003
5 4 4.50 08/23/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 06/28/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:2Oam BATCH TIME: 10:O4am
TEMPERATURE (F) AIR 80 F CONCRETE: 86 F
TRUCK NO: 11 TICKET NO: 116350
AIR CONTENT 3.1 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
South parking lot, north half between building column line L to R
SAMPLE LOCATION: 225' east by 20' south of northeast
corner
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
96620
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)
3420
179385
037333
06/28/2003
07/07/2003
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.
O1DD Page 5 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:
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
6 1
6 2
6 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.
SPECIFICATION REQUIREMENTS
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5" maximum
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
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
5.00 07/05/2003
5.00 07/26/2003
5.00 07/26/2003
6 4 5.00 08/23/2003
PROJECT DATA
REPORT OF TESTS
SAMPLE LOCATION: 100' east by 25' south of northwest
corner
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
100405
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:
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 06/28/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 11:3Oam BATCH TIME: 11:18am
TEMPERATURE (F) AIR 86 F CONCRETE: 86 F
TRUCK NO: 110 TICKET NO: 116360
AIR CONTENT 3.7 UNIT WEIGHT (pci): NA
OVERALL PLACEMENT LOCATION:
South parking lot, north half between building column line L to R
COMPRESSIVE
STRENGTH
(psi)
179385
037333
06/28/2003
07/07/2003
FRACTURE
TYPE
3550 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.
OIDD Page 6 of 7
RoneEngineers
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.
7 1
7 2
7 3
7 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.
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5" maximum
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
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
5.00 07/05/2003
5.00 07/26/2003
5.00 07/26/2003
5.00 08/23/2003
CONCRETE COMPRESSIVE STRENGTH TEST
REPORT OF TESTS
Started: 7:30am
PROJECT DATA
(1) Pacheco Koch Consulting Engineers
(I) Engineering Analyst
(1) City of Coppell Bldg. Inspections
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 06/28/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 12:15pm BATCH TIME: 12:O3pm
TEMPERATURE (F) AIR 90 F CONCRETE: 86 F
TRUCK NO: 110 TICKET NO: 116370
AIR CONTENT 3.0 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
South parking lot, north half between building column line L to R
SAMPLE LOCATION: 25' east by 25' north of southwest
comer
AGE
(days)
7
28
28
56
Finished: 1:OOpm
MAXIMUM
LOAD
(Ibs. force)
103285
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)
179385
037333
06/28/2003
07/07/2003
FRACTURE
TYPE
3650 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
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 Rone Engineers, Ltd.
01DD Page7of7