Freeport NIP(7.0)-LR030930RoneEngineers
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): 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.
1
1
Duke Realty Services, LP
Potter
On site
MEASURED
SLUMP DATE
(inches) TESTED
1 1 4.0 09/29/2003
2 4.0 10/20/2003
3 4.0 10/20/2003
1 4 4.0 11/17/2003
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
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:
194925
037333
09/22/2003
09/30/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/22/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5:20am BATCH TIME: 4:45am
TEMPERATURE (F) AIR 70 F CONCRETE: 80 F
TRUCK NO: 1 TICKET NO: 348
AIR CONTENT 4.5 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Parking lot, southwest corner of building
SAMPLE LOCATION: 10' north, 10' west of southwest
corner of building
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
123575
COMPRESSIVE
STRENGTH
(Psi)
FRACTURE
TYPE
4370 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 1 of 5
RoneEngineers
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 5„ maximum
AIR
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.
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.
MEASURED
SLUMP
(inches)
2 1 4.5 09/29/2003
2 2 4.5
2 3 4.5
2 4 4.5
Duke Realty Services, LP
3% 6% AIR CONTENT 4.0 UNIT WEIGHT (pcf): NA
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
10/20/2003
10/20/2003
11/17/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Report No.:
Project No.:
Date of Service:
Report Date:
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/22/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 6:00am BATCH TIME: 5:41 am
TEMPERATURE (F) AIR 70 F CONCRETE: 81 F
TRUCK NO: 1 TICKET NO: 356
OVERALL PLACEMENT LOCATION:
Parking lot, southwest comer of building
SAMPLE LOCATION: 50' west, 30' north of southwest
corner of building
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
125510
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)
194925
037333
09/22/2003
09/30/2003
FRACTURE
TYPE
4440 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 2 of 5
RoneEngineers
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.
3 1
3 2
3 3
3 4
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.)
5.0 09/29/2003
5.0 10/20/2003
5.0 10/20/2003
5.0 11/17/2003
PROJECT DATA
REPORT OF TESTS
OVERALL PLACEMENT LOCATION:
Parking lot, southwest comer of building
SAMPLE LOCATION: 100' north, 50' west of southwest
corner of building
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
107085
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:
194925
037333
09/22/2003
09/30/2003
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.
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/22/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:OOam BATCH TIME: 6:4Oam
TEMPERATURE (F) AIR 68 F CONCRETE: 82 F
TRUCK NO: 101 TICKET NO: 366
AIR CONTENT 4.7
UNIT WEIGHT (pct): NA
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
3790 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 5
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:
CYLINDER
MARKED
SET NO.
4 1
4 3
4 4
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
MEASURED
SLUMP
(inches)
DATE
TESTED
4.5 09/29/2003
4 2 4.5 10/20/2003
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
4.5 10/20/2003
4.5 11/17/2003
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/22/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:50am BATCH TIME: 7:32am
TEMPERATURE (F) AIR 70 F CONCRETE: 80 F
TRUCK NO: 115 TICKET NO: 376
AIR CONTENT 5.1 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Parking lot, southwest corner of building
SAMPLE LOCATION: 125' west, 10' north of southwest
corner of building
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
108145
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)
194925
037333
09/22/2003
09/30/2003
FRACTURE
TYPE
3820 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 5
RoneEngineers
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" maximum
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
5 1 5.0
5 2 5.0
5 3 5.0
5 4 5.0
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
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
09/29/2003
10/20/2003
10/20/2003
11/17/2003
CONCRETE COMPRESSIVE STRENGTH TEST
REPORT OF TESTS
Started: 5:30am
PROJECT DATA
AGE
(days)
7
28
28
56
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
SAMPLE LOCATION: 150' west, 75' north of southwest
corner of building
Finished: 10:30am
MAXIMUM
LOAD
(lbs. force)
103300
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)
194925
037333
09/22/2003
09/30/2003
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.
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/22/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:OSam BATCH TIME: 8:24am
TEMPERATURE (F) AIR 72 F CONCRETE: 82 F
TRUCK NO: 101 TICKET NO: 386
AIR CONTENT 4.7 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Parking lot, southwest comer of building
3650 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
K. cott Watson, AET
CMT Operations Manager
FRACTURE
TYPE
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 5 of 5