Freeport NIP(7.0)-LR031017RoneEngineers
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
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.
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)
5.0
5.0
5.0
5.0
Concrete Compressive Cylinder 6" x 12" (area 28 27 sq in
DATE
TESTED
08/28/2003
09/18/2003
09/18/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/21/2003
WEATHER CONDFFIONS: Clear
TIME SAMPLED: 7:3 5 am BATCH TIME: 7:158M
TEMPERATURE (F) AIR 81 F CONCRETE 86 F
TRUCK NO: 107 TICKET NO: 11
AIR CONTENT 4.7 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
South half of east fire lane and parking area, southeast comer of building
REPORT OF TESTS
AGE
(days)
7
28
28
10/16/2003 56
SAMPLE LOCATION: Southeast parking area, 20' east,
20' south of northwest corner
Does not comply with specified strength.
MAXIMUM
LOAD
(Ibs. force)
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)
192917
037333
08/21/2003
10/17/2003
74650
96350
99525
Average
109555 3870
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.
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Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
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.
2 1 4.5
Duke Realty Services, LP
Potter
On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 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
08/28/2003
2 2 4.5 09/18/2003
2 3 4.5 09/18/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MIX DESIGN LD.: 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
AIR CONTENT 5.2 UNIT WEIGHT (pci): NA
OVERALL PLACEMENT LOCATION:
South half of east fire lane and parking area, southeast comer of building
SAMPLE LOCATION: East fire lane, 20' south of north
header
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
93170
111225
116585
Average
2 4 Hold
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)
3290
192917
037333
08/21/2003
10/17/2003
3930
4120
4030
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the spccific 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.
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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: 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.
Duke Realty Services, LP
Potter
On site
MEASURED
SLUMP
(inches)
DATE
TESTED
3 1 4.0 08/28/2003
3 2 4.0
3 3 4.0
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
09/18/2003
09/18/2003
3 4 Hold
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:50am
REPORT OF TESTS
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
98490
130800
123185
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:
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.
BATCH TIME: 10:25am
TEMPERATURE (F) AIR 85 F CONCRETE 89 F
TRUCK NO: 1 13 TICKET NO: 30
AIR CONTENT 4.9 UNIT WEIGHT (pct): 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)
3480
4630
4360
4500
192917
037333
08/21/2003
10/17/2003
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.
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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: 4000 psi 28 Days
SLUMP (in): 5" maximum
AIR 3% 6%
TEST METHOD: ASTM C-172
ASTM C -31
CYLINDER
MARKED
SET NO.
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP DATE
(inches) TESTED
4 1 4.5 08/28/2003
4 2 4.5 09/18/2003
4 3 4.5 09/18/2003
4 4 Hold
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
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: 08/21/2003
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 (pct): NA
OVERALL PLACEMENT LOCATION:
South half of east fire lane and parking area, southeast comer of building
REPORT OF TESTS
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
MAXIMUM
LOAD
(lbs. force)
94370
122520
128265
Average
COMPRESSIVE
STRENGTH
(Psi)
192917
037333
08/21/2003
10/17/2003
FRACTURE
TYPE
3340 Unbonded Cap
4330 Unbonded Cap
4540 Unbonded Cap
4440
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.
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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 Parlcway
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
STRENGTH: 4000 psi 28 Days
SLUMP (in): 5" maximum
AIR 3% 6%
TEST METHOD:
CYLINDER
MARKED
SET NO.
5 1 4.25
5 2 4.25
5 3 4.25
5 4
Technician: Lanny Gist
Report Distribution:
(I) Duke Realty Services, LP
(I) Duke Realty Services, LP
(I) City of Coppell Engineering Dept.
(1) Potter Concrete
Duke Realty Services, LP
Potter
On site
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
08/28/2003
09/18/2003
09/18/2003
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
PROJECT DATA
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
Started: 6:30am
(I) Pacheco Koch Consulting Engineers
(I) Engineering Analyst
(1) City of Coppell Bldg. Inspections
Report No.:
Project No.:
Date of Service:
Report Date:
192917
037333
08/21/2003
10/17/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 2:3Opm BATCH TIME: NA
TEMPERATURE (F) AJR 99 F CONCRETE: 101 F
TRUCK NO: NA TICKET NO: NA
AIR CONTENT 4.2
OVERALL PLACEMENT LOCATION:
East fire lane
SAMPLE LOCATION: 25' north of north header
REPORT OF TESTS
AGE
(days)
7
28
28
Finished: 4:OOpm
MAXIMUM
LOAD
(Ibs. force)
129525
149865
151415
Average
UNIT WEIGHT (pct): NA
COMPRESSIVE
STRENGTH
(Psi)
4580
5300
5350
5330
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.
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