Freeport NIP(7.0)-LR031020RoneEngineers
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: 4000 psi 28 Days
SLUMP (in): 5" maximum
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
1
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.
Duke Realty Services, LP
Potter
On site
3% 6% AIR CONTENT 3.5 UNIT WEIGHT (pct): NA
MEASURED
SLUMP
(inches)
DATE
TESTED
1 4.0 08/29/2003
2 4.0 09/19/2003
3 4.0 09/19/2003
1 4 Hold
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
(His. force)
120535
133700
132270
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:
MIX DESIGN I.D.:. 7752
PLACEMENT DATE: 08/22/2003
WEATHER CONDITIONS: clear
TIME SAMPLED: 7:3Oam BATCH TIME: NA
TEMPERATURE (F) AIR 80 F CONCRETE: 88 F
TRUCK NO: NA TICKET NO: 114
OVERALL PLACEMENT LOCATION:
East fire lane and parking area at NE corner of building
SAMPLE LOCATION: NE parking area, 20' east and 10'
north of the SW corner
COMPRESSIVE
STRENGTH
(Psi)
4260
4730
4680
4710
192975
037333
08/22/2003
10/20/2003
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMTFATIONS: 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
to
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" 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.)
MEASURED
SLUMP DATE
(inches) TESTED
3.5 08/29/2003
3.5 09/19/2003
3.5 09/19/2003
2 4 Hold
Water added at site: 10 gallons
PROJECT DATA
REPORT OF TF,STS
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:
192975
037333
08/22/2003
10/20/2003
MIX DESIGN LD 7752
PLACEMENT DATE: 08/22/2003
WEATHER CONDITIONS: clear
TIME SAMPLED: 9:05am BATCH TIME: 8:28am
TEMPERATURE (F) AIR 84 F CONCRETE: 89 F
TRUCK NO: 104 TICKET NO: 75
AIR CONTENT 3.2 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
East fire lane and parking area at NE comer of building
SAMPLE LOCATION: East fire lane, 125' S of the NE
corner of the building
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
115480
134200
143275
Average
COMPRESSIVE
STRENGTH
(Psi)
4750
5070
4910
FRACTURE
TYPE
4080 Unbonded Cap
Unbonded Cap
Unbonded Cap
LA9TATIONS: 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 6
RoneEngineers
to
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.
3 1
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
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
Concrete Compressive Cylinder 6" x 12" (area 28 27 sq in.)
DATE
TESTED
08/29/2003
3 2 5.0 09/19/2003
3 3 5.0 09/19/2003
3 4 Hold
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
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:
192975
037333
08/22/2003
10/20/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/22/2003
WEATHER CONDITIONS: clear
TIME SAMPLED: 10:4Oam BATCH TIME: 10:1 82E1
TEMPERATURE (F) AIR 86 F CONCRETE: 90 F
TRUCK NO: 104 TICKET NO: 78
AIR CONTENT ("G): 4.2 UNIT WEIGHT (pci): NA
OVERALL PLACEMENT LOCATION:
East fire lane and parking area at NE corner of building
SAMPLE LOCATION: East fire lane, 30' N of NE corner
of the building
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
93515
113475
113985
Average
COMPRESSIVE
STRENGTH
(Psi)
3310
4010
4030
4020
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.
OIDD Page 3 of 6
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.
4 1
4 2
4 3
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 compre
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
MEASURED
SLUMP
(inches)
4 4 4.5
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
PROJECT DATA
SAMPLE LOCATION: 15' E and 10' S of the NW corner
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
4.5 08/29/2003
4.5 09/19/2003
4.5 09/19/2003
10/17/2003
MIX DESIGN LD.: 7752
PLACEMENT DATE: 08/22
WEATHER CONDITIONS: Clear
TIME SAMPLED- 12:1 Opm BATCH TIME: 1 1:47am
TEMPERATURE (F) AIR 88 F CONCRETE: 90 F
TRUCK NO: 114 TICKET NO: 86
AIR CONTENT 4.7 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North half of south parking lot, Building column line MM to NN
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
87065
109105
109570
Average
116840
Does not comply with specified strength.
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)
192975
037333
08/22/2003
10/20/2003
les and bring
FRACTURE
TYPE
Unbonded Cap
nbonded Cap
nbonded Cap
4130 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 6
RoneEngineers
to
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
5
2
3
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
MEASURED
SLUMP DATE
(inches) TESTED
5.0 08/29/2003
5.0 09/19/2003
5.0 09/19/2003
5 4 Hold
PROJECT DATA
SAMPLE LOCATION: 10' N and 10' W of the SE corner
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
81250
110445
116395
Average
Does not comply with specified strength.
Technician Time: 6:30am 11:30am and
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:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform requ 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: 08/22/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 1:3 Spm BATCH TIME: 1:O9pm
TEMPERATURE (F) AIR 92 F CONCRETE: 91 F
TRUCK NO: 104 TICKET NO: 97
AIR CONTENT 4.2 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North half of south parking lot, Building column line MM to NN
COMPRESSIVE
STRENGTH
(psi)
2870
3910
4120
4020
192975
037333
08/22/2003
10/20/2003
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.
OIDD Page 5 of 6
Report No.: 192975
Project No.: 037333 Client: Duke Realty Services, LP
12:OOpm 2:45pm
Water added at site: 10 gallons
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept
(1) Potter Concrete
Started: Finished:
(I) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
RoneEngineers
El
eiliPSAIA
K. Scott t atson, AET
CMT Operations Manager
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.
I1DD Page 6 or6