Freeport NIP(7.0)-LR031002RoneEngineers
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:
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.
On site
4000 psi 28 Days
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
5.5 10/01/2003
5.5 10/22/2003
5.5 10/22/2003
5.5 11/19/2003
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:
195099
037333
09/24/2003
10/02/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/24/2003
WEATHER CONDITIONS: Cloudy, dark
TIME SAMPLED: 5: loam BATCH TIME: 4:51am
TEMPERATURE (F) AIR 73 F CONCRETE: 86 F
TRUCK NO: 104 TICKET NO: 397
AIR CONTENT 4.9 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
Northwest parking from northwest corner of building, 200' north, 180' south, 280' west
SAMPLE LOCATION: Northwest corner of building, 220'
west, 130' south
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
107798
COMPRESSIVE
STRENGTH
(Psi)
3810
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 5
RoneEngineers
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
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.
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
2 1 5.5
2 2 5.5
2 3 5.5
2 4 5.5
4000 psi 28 Days
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
10/01/2003
10/22/2003
10/22/2003
11/19/2003
PROJECT DATA
REPORT OF TESTS
SAMPLE LOCATION: Northwest corner of building,
45' south, 180' west
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
112760
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: 09/24/2003
WEATHER CONDITIONS: Cloudy, dark
TIME SAMPLED: 6:30am BATCH TIME: 6:08am
TEMPERATURE (F) AIR 75 F CONCRETE: 85 F
TRUCK NO: 110 TICKET NO: 408
AIR CONTENT 4.4 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Northwest parking from northwest comer of building, 200' north, 180' south, 280' west
COMPRESSIVE
STRENGTH
(Psi)
195099
037333
09/24/2003
10/02/2003
FRACTURE
TYPE
3990 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:
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.
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
4000 psi 28 Days
3" 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
3 1 5.25 10/01/2003
3 2 5.25 10/22/2003
3 3 5.25 10/22/2003
3 4 5.25 11/19/2003
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.)
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
104645
Report No.:
Project No.:
Date of Service:
Report Date:
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/24/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 7.45am BATCH TIME: 7:21am
TEMPERATURE (F) AIR 76 F CONCRETE: 85 F
TRUCK NO: 102 TICKET NO: 417
AIR CONTENT 5.3 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Northwest parking from northwest comer of building, 200' north, 180' south, 280' west
SAMPLE LOCATION: Northwest corner of building,
60' north, 120' west
COMPRESSIVE
STRENGTH
(Psi)
195099
037333
09/24/2003
10/02/2003
FRACTURE
TYPE
3700 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 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: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in):
AIR 3% 6%
TEST METHOD: ASTM C -172
ASTM C -31
ASTM C -I43
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP DATE
(inches) TESTED
4 1 6.0 10/01/2003
4 2 6.0 10/22/2003
4 3 6.0 10/22/2003
4 4 6.0 11/19/2003
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/24/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED 8-55am BATCH TIME: 8:37am
TEMPERATURE (F) AIR 80 F CONCRETE: 86 F
TRUCK NO: 1 TICKET NO: 428
AIR CONTENT 5.5 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Northwest parking from northwest comer of building, 200' north, 180' south, 280' west
SAMPLE LOCATION: Northwest comer of building,
60' north, 85' west
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
77320
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)
195099
037333
09/24/2003
10/02/2003
FRACTURE
TYPE
2730 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 4 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:
PLANT:
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.
SPECIFICATION REQUIREMENTS
MEASURED
SLUMP
(inches)
5 1 4.0 10/01/2003
5 2 4.0
5 3 4.0
5 4 4.0
Technician: Shawn Deal
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
3" 5"
3 %a -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
10/22/2003
10/22/2003
11/19/2003
PROJECT DATA
REPORT OF TESTS
Started: 4:30am
AGE
(days)
7
28
28
56
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
SAMPLE LOCATION: Northwest corner of building,
100' north, 110' west curb
Finished: 11:15am
MAXIMUM
LOAD
(Ibs. force)
119515
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: 09/24/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED 10:20am BATCH TIME 9
TEMPERATURE (F) AIR 83 F CONCRETE• 87 F
TRUCK NO: 112 TICKET NO: 438
AIR CONTENT 4.6 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Northwest parking from northwest comer of building, 200' north, 180' south, 280' west
COMPRESSIVE
STRENGTH
(Psi)
195099
037333
09/24/2003
10/02/2003
FRACTURE
TYPE
4230 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.
01DD Page 5 of 5