Freeport NIP(7.0)-LR030929RoneEngineers
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:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
1 1
1
1
2
3
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5"
3% 6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -23I
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP DATE
(inches) TESTED
4.00 08/08/2003
4.00 08/29/2003
4.00 08/29/2003
1 4 Hold
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
SAMPLE LOCATION: 10' south, 10' west of
northeast corner
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
114520
113235
Average
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)
91830 3250
4050
4000
4030
192011
037333
08/01/2003
09/29/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/01/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:20am BATCH TIME: 7:O6am
TEMPERATURE (F) AIR 80 F CONCRETE: 86 F
TRUCK NO: 108 TICKET NO: 117778
AIR CONTENT 3.6 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line Z to GG
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.
01 Pagel of
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: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
2 1
2 2
2 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.
4000 psi 28 Days
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)
4.50
4.50
4.50
DATE
TESTED
08/08/2003
08/29/2003
08/29/2003
2 4 Hold
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.:
Project No.:
Date of Service:
Report Date:
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/01/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 8:20am BATCH TIME: 8:03am
TEMPERATURE (F) AIR 81 F CONCRETE: 86 F
TRUCK NO: 113 TICKET NO: 117786
AIR CONTENT 4.0 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line Z to OG
SAMPLE LOCATION: 40' west, 15' north of
southeast corner
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
92250
118540
114570
Average
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)
3260
4190
4050
4120
192011
037333
08/01/2003
09/29/2003
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.
01 Page 2 of 7
RoneEngineers
.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.
3 1 4.50
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
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
08/08/2003
3 2 4.50 08/29/2003
3 3 4.50 08/29/2003
3 4 4.50 09/26/2003 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
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
93200
114305
109060
Average
Does not comply with specified strength.
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: 08/01/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED 9 BATCH TIME: 9:12am
TEMPERATURE (F) AIR 85 F CONCRETE: 87 F
TRUCK NO: 1 TICKET NO: 117796
AIR CONTENT 3.9 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line Z to GG
SAMPLE LOCATION: 75' west, 15' north of
southeast corner
COMPRESSIVE
STRENGTH
(psi)
3300
4040
3860
3950
124135 4390
192011
037333
08/01/2003
09/29/2003
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.
01 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:
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 5.00
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5"
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
08/08/2003
4 2 5.00 08/29/2003
4 3 5.00 08/29/2003
4 4 Hold
Water added at site: 5 gallons
AGE
(days)
7
28
28
SAMPLE LOCATION: 125' west, 10' south of
northeast comer
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MAXIMUM
LOAD
(lbs. force)
94120
115365
117855
Average
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:
PROJECT DATA
MIX DESIGN LD.: 7752
PLACEMENT DATE: 08/01/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:20am BATCH TIME: 10:07arn
TEMPERATURE (F) AIR 86 F CONCRETE: 88 F
TRUCK NO: 113 TICKET NO: 117806
AIR CONTENT 4.5 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line Z to GG
COMPRESSIVE
STRENGTH
(psi)
3330
4080
4170
4130
192011
037333
08/01/2003
09/29/2003
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.
01 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:
SPECIFICATION REQUIREMENTS
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.
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
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 DATE
(inches) TESTED
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
5.00 08/08/2003
5.00 08/29/2003
5.00 08/29/2003
Hold
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: 08/01/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 11:20am BATCH TIME: 11:OOam
TEMPERATURE (F) AIR 88 F CONCRETE: 90 F
TRUCK NO: 1 12 TICKET NO: 1 17817
AIR CONTENT 4.2 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line Z to OG
SAMPLE LOCATION: 100' east, 10' south of
northwest corner
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
90450
118400
113355
Average
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)
3200
4190
4010
4100
192011
037333
08/01/2003
09/29/2003
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.
11 Page of
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.
Duke Realty Services, LP
Potter
On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
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)
6 1 5.00
DATE
TESTED
08/08/2003
6 2 5.00 08/29/2003
6 3 5.00 08/29/2003
6 4 Hold
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
MIX DESIGN 1.D.: 7752
PLACEMENT DATE: 08/01/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 12:l Opm BATCH TIME: 11:55arn
TEMPERATURE (F) AIR 92 F CONCRETE: 90 F
TRUCK NO: 108 TICKET NO: 117826
AIR CONTENT 4.7 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line Z to GG
SAMPLE LOCATION: 75' east, 10' north of
southwest corner
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
89815
113850
113695
Average
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)
3180
4030
4020
4030
192011
037333
08/01/2003
09/29/2003
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.
1t 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: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
7 1 5.00
7 2 5.00
7 3 5.00
7 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
4000 psi 28 Days
5"
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
08/08/2003
08/29/2003
08/29/2003
Hold
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 OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
Started: 6:30am
AGE
(days)
7
28
28
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
Finished: 2:30pm
MAXIMUM
LOAD
(Ibs. force)
88210
113275
113480
Average
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.
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/01/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED P1 Opm BATCH TIME: 12:46pm
TEMPERATURE (F) AIR 94 F CONCRETE: 92 F
TRUCK NO: 103 TICKET NO: 117836
AIR CONTENT 4.3 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line Z to GG
SAMPLE LOCATION: 25' east, 10' north of
southwest comer
COMPRESSIVE
STRENGTH
(psi)
3120
4010
4010
4010
192011
037333
08/01/2003
09/29/2003
K. Scott Watson, AET
CMT Operations Manager
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.
71 Page 7 of 7