Freeport NIP(7.0)-LR030729RoneEngineers
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 (%n):
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" maximum
3% 6% AIR CONTENT 3.1 UNIT WEIGHT (pcf): 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)
4.0
4.0
4.0
4.0
DATE
TESTED
07/28/2003
08/18/2003
08/18/2003
09/15/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT ()F TESTS
Report No.:
Project No.:
Date of Service:
Report Date:
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:2Oam BATCH TIME: 7 :O7am
TEMPERATURE (F) AIR 78 F CONCRETE: 89 F
TRUCK NO: 101 TICKET NO: 117349
OVERALL PLACEMENT LOCATION:
North parking lot, south half, building column line S to Z
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
SAMPLE LOCATION: 15' east, 10' north of southwest
comer
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
96080
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
COMPRESSIVE
STRENGTH
(Psi)
191074
037333
07/21/2003
07/29/2003
FRACTURE
TYPE
3400 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 6
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.
MEASURED
SLUMP
(inches)
2 1 4.5
2 2 4.5
2 3 4.5
2 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
DATE
TESTED
07/28/2003
08/18/2003
08/18/2003
4.5 09/15/2003
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
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 8:20am BATCH TIME: 8: Mara
TEMPERATURE (F) AIR 80 F CONCRETE: 89 F
TRUCK NO: 102 TICKET NO: 117359
AIR CONTENT 3.4 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
North parking lot, south half, building column line S to Z
SAMPLE LOCATION: 40' east, 5' south of northwest
corner
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
87220
Report No.:
Project No.:
Date of Service:
Report Date:
COMPRESSIVE
STRENGTH
(psi)
191074
037333
07/21/2003
07/29/2003
FRACTURE
TYPE
3080 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 Page2of6
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.
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 4.0
3 2 4.0
3 3 4.0
3 4 4.0
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.)
DATE
TESTED
07/28/2003
08/18/2003
08/18/2003
09/15/2003
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
91340
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:
191074
037333
07/21/2003
07/29/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:30am BATCH TIME: 9 :12am
TEMPERATURE (F) AIR 82 F CONCRETE: 89 F
TRUCK NO: 104 TICKET NO: 117368
AIR CONTENT 3.0 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
North parking lot, south half, building column line S to Z
SAMPLE LOCATION: 125' east, 20' north of southwest
corner
COMPRESSIVE
STRENGTH
(Psi)
FRACTURE
TYPE
3230 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 3 of 6
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.
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)
4 1 5.0
4 2 5.0
4 3 5.0
4 4 5.0
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.)
DATE
TESTED
07/28/2003
08/18/2003
08/18/2003
09/15/2003
PROJECT DATA
REPORT OF TESTS
SAMPLE LOCATION: 150' east, 10' north of southwest
comer
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
81540
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:
191074
037333
07/21/2003
07/29/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:4Oam BATCH TIME: 10:22am
TEMPERATURE (F) AIR 86 F CONCRETE: 91 F
TRUCK NO: 109 TICKET NO: 117380
AIR CONTENT 3.7 UNIT WEIGHT (pclI: NA
OVERALL PLACEMENT LOCATION:
North parking lot, south half, building column line S to Z
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
2880 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 4of6
RoneEngineers
to
A LEIGH 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: 4000 psi 28 Days
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
5 1
5
5 3
5 4
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
(inches)
5.0
5.0
5.0
5.0
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
07/28/2003
08/18/2003
08/18/2003
REPORT OF TESTS
09/15/2003
PROJECT DATA
SAMPLE LOCATION: 125' west, 10' north of southeast
corner
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
78135
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: 07/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 11:3Oam BATCH TIME: 11:O9am
TEMPERATURE (F) AIR 87 F CONCRETE: 92 F
TRUCK NO: 104 TICKET NO: 117388
AIR CONTENT 3.9 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
North parking lot, south half, building column line S to Z
COMPRESSIVE
STRENGTH
(psi)
191074
037333
07/21/2003
07/29/2003
FRACTURE
TYPE
2760 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 6
RoneEngineers
A LEIGH 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: 4000 psi 28 Days
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
6 1
6 2
6 3
6 4
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
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
5.0
5.0
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
5.0 07/28/2003
08/18/2003
08/18/2003
5.0 09/15/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
AGE
(days)
7
28
28
56
Started: 7:OOam Finished: 3:OOpm
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
MAXIMUM
LOAD
(lbs. force)
87880
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: 07/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 12:40pm BATCH TIME: 12:18pm
TEMPERATURE (F) AIR 92 F CONCRETE: 92 F
TRUCK NO: 101 TICKET NO: 117397
AIR CONTENT 3.0 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North parking lot, south half, building column line S to Z
SAMPLE LOCATION: 100' west, 10' south of northeast
corner
COMPRESSIVE
STRENGTH
(Psi)
191074
037333
07/21/2003
07/29/2003
A i
.�,i� 1 i /1 .A
K. Scott r atson, AET
CMT Operations Manager
FRACTURE
TYPE
3110 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 6 of 6