Freeport NIP(7.0)-LR030829RoneEngineers
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: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP(in): 5" maximum
AIR 3% 6%
TEST METHOD: ASTM C -172
CYLINDER
MARKED
SET NO.
1
1
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
1 1 5.0
2 5.0
3 5.0
4 5.0
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
08/28/2003
09/18/2003
09/18/2003
10/16/2003
PROJECT DATA
REPORT OF TESTS
SAMPLE LOCATION: Southeast parking area, 20' east,
20' south of northwest comer
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
74650
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 LD.: 7752
PLACEMENT DATE: 08/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:35am BATCH TIME: 7:15am
TEMPERATURE (F) AIR 8 1 F CONCRETE: 86 F
TRUCK NO: 107 TICKET NO: 11
AIR CONTENT 4.7 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
South half of east fire lane and parking area, southeast comer of building
COMPRESSIVE
STRENGTH
(psi)
192917
037333
08/21/2003
08/29/2003
FRACTURE
TYPE
2640 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
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
Duke Realty Services, LP
Potter
On site
STRENGTH: 4000 psi 28 Days
SLUMP (in): 5" maximum
AIR
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.
2 1 4.5
3% 6% AIR CONTENT 5.2 UNIT WEIGHT (pct): NA
MEASURED
SLUMP
(inches)
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
08/28/2003
2 2 4.5 09/18/2003
2 3 4.5 09/18/2003
2 4 4.5 10/16/2003
PROJECT DATA
REPORT OF TESTS
SAMPLE LOCATION: East fire lane, 20' south of north
header
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
93170
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:
OVERALL PLACEMENT LOCATION:
South half of east fire lane and parking area, southeast comer of building
MIX DESIGN 1.D.: 7752
PLACEMENT DATE: 08/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9'OOam BATCH TIME: 8:34am
TEMPERATURE (F) AIR 82 F CONCRETE: 88 F
TRUCK NO: 107 TICKET NO: 19
COMPRESSIVE
STRENGTH
(Psi)
192917
037333
08/21/2003
08/29/2003
FRACTURE
TYPE
3290 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
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: 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
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
4.0 08/28/2003
4.0 09/18/2003
4.0 09/18/2003
3 4 4.0 10/16/2003
Water added at site: 10 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)
98490
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:
192917
037333
08/21/2003
08/29/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:SOam BATCH TIME: 10:25am
TEMPERATURE (F) AIR 85 F CONCRETE: 89 F
TRUCK NO: 113 TICKET NO: 30
AIR CONTENT 4.9 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
South half of east fire lane and parking area, southeast corner of building
SAMPLE LOCATION: East fire lane, 200' south of
north header
COMPRESSIVE
STRENGTH
(Psi)
FRACTURE
TYPE
3480 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 5
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
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
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
4 2
4 3
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 1 4.5 08/28/2003
4.5 09/18/2003
4.5 09/18/2003
4 4 4.5 10/16/2003
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROTECT DATA
REPORT OF TESTS
Report No.:
Project No.:
Date of Service:
Report Date:
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 12:OOpm BATCH TIME: 11:26am
TEMPERATURE (F) AIR 90 F CONCRETE: 90 F
TRUCK NO: 1 14 TICKET NO: 38
AIR CONTENT 5.1 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
South half of east fire lane and parking area, southeast corner of building
SAMPLE LOCATION: East fire lane, 300' south of
north header
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
94370
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)
192917
037333
08/21/2003
08/29/2003
FRACTURE
TYPE
3340 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
ts
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)
5 1 4.25
5 2 4.25
5 3 4.25
5 4 4.25
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(I) 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
DATE
TESTED
08/28/2003
09/18/2003
09/18/2003
10/16/2003
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
OVERALL PLACEMENT LOCATION:
East fire lane
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq
AGE
(days)
7
28
28
56
Started: 6:30am Finished: 4:OOpm
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
in.)
MAXIMUM
LOAD
(lbs. force)
129525
Report No.:
Project No.:
Date of Service:
Report Date:
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: 08/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED. 2' 30pm BATCH TIME: NA
TEMPERATURE (F) AIR 99 F CONCRETE: 101 F
TRUCK NO: NA TICKET NO: NA
AIR CONTENT 4.2
UNIT WEIGHT (pet): NA
SAMPLE LOCATION: 25' north of north header
COMPRESSIVE
STRENGTH
(Psi)
4580
192917
037333
08/21/2003
08/29/2003
K. Scott r atson, AET
CMT Operations Manager
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.
OIDD Page 5 of 5