Freeport NIP(7.0)-LR031003Ro
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.
1 1
1 2
1 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.
Duke Realty Services, LP
Potter
On site
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)
Concrete Compressive Cylin
DATE
TESTED
5.0 10/02/2003
5.0 10/23/2003
5.0 10/23/2003
1 4 5.0 11/20/2003
Pump truck used
REPORT
SAMPLE LOCATION:
OF TESTS
der 6" x 12" (area 28.27 sq
AGE
(days)
7
28
28
56
in.)
MAXIMUM
LOAD
(lbs. force)
144655
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:
195220
037333
09/25/2003
10/03/2003
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/25/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5:15am BATCH TIME: 4:51am
TEMPERATURE (F) AIR 75 F CONCRETE: 88 F
TRUCK NO: 115 TICKET NO: 454
AIR CONTENT 4.3 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Northwest parking starting at 50' west of northwest corner of Building, west 120', south
140', northwest loading ramp sidewalk northwest corner of Ruby Road, Coppell Road, north
1300'
Northwest corner of Building, 20'
south, 75' west
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
5120 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:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
2 1
2 2
2 3
2 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.
SPECIFICATION REQUIRE
PROJECT DATA
Duke Realty Services, LP MIX DESIGN 1.D.: 7752
Potter PLACEMENT DATE: 09/25/2003
On site WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 6:2Oam BATCH TIME: 5:50am
TEMPERATURE (F) AIR 75 F CONCRETE 89 F
TRUCK NO: 116 TICKET NO: 463
AIR CONTENT (9v): 3.8 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Northwest parking starting at 50' west of northwest corner of Building, west 120', south
140', northwest loading ramp sidewalk northwest corner of Ruby Road, Coppell Road, north
1300'
MENTS
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)
DATE
TESTED
5.5 10/02/2003
5.5 10/23/2003
5.5 10/23/2003
5.5 11/20/2003
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
REPORT OF TESTS
Report No.:
Project No.:
Date of Service:
Report Date:
SAMPLE LOCATION: Northwest corner of Building,
60' south, 150' west
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
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
195220
037333
09/25/2003
10/03/2003
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(Ibs. force) (psi) TYPE
120985 4280 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 Rome 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:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
Duke Realty Services, LP
Potter
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
MEASURED
SLUMP DATE
(inches) TESTED
3 1 5.5 10/02/2003
3 2 5.5 10/23/2003
3 3 5.5 10/23/2003
3 4 5.5 11/20/2003
Water added at site: 10 gallons
Standby: relocate pump truck
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
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/25/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 7:50am BATCH TIME: 7:33am
TEMPERATURE (F) AIR 78 F CONCRETE: 86 F
TRUCK NO: 116 TICKET NO: 473
AIR CONTENT 3.3 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Northwest parking starting at 50' west of northwest comer of Building, west 120', south
140', northwest loading ramp sidewalk northwest comer of Ruby Road, Coppell Road, north
1300'
SAMPLE LOCATION: Loading ramp, north corner, 40'
west, 10' south
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
123270
COMPRESSIVE
STRENGTH
(Psi)
195220
037333
09/25/2003
10/03/2003
FRACTURE
TYPE
4360 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): 3" 5"
AIR (cc): 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.
4 1
4 2
4 3
4 4
MEASURED
SLUMP
(inches)
DATE
TESTED
5.75 10/02/2003
5.75 10/23/2003
5.75 10/23/2003
5.75 11/20/2003
Water added at site: 10 gallons
PROJECT DATA
REPORT OF TESTS
SAMPLE LOCATION: Northwest comer of Buiding,
160' west, 85' south
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
111615
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:
UNIT WEIGHT (pcf): NA
195220
037333
09/25/2003
10/03/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/25/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED 9 BATCH TIME: 8:37am
TEMPERATURE (F) AIR 82 F CONCRETE: 88 F
TRUCK NO: 1 TICKET NO: 483
AIR CONTENT 4.4
OVERALL PLACEMENT LOCATION:
Northwest parking starting at 50' west of northwest comer of Building, west 120', south
140', northwest loading ramp sidewalk northwest comer of Ruby Road, Coppell Road, north
1300'
COMPRESSIVE
STRENGTH
(Psi)
FRACTURE
TYPE
3950 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
Ro =gin
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
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)
Technician: Shawn Deal
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
28 Days
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
5.0 10/02/2003
5.0 10/23/2003
5.0 10/23/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
5.0 11/20/2003 56
sidewalk pour, equipment failure on batch plant.
Started: 4:30am
(I) Pacheco Koch Consulting Engineers
(I) Engineering Analyst
(1) City of Coppell Bldg. Inspections
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:
195220
037333
09/25/2003
10/03/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/25/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 1 1:30am BATCH TIME: 1034am
TEMPERATURE (F) AIR 86 F CONCRETE: 89 F
TRUCK NO: 1 TICKET NO: 493
AIR CONTENT 4.1 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Northwest parking starting at 50' west of northwest comer of Building, west 120', south
140', northwest loading ramp sidewalk northwest comer of Ruby Road, Coppell Road, north
1300'
SAMPLE LOCATION: Sidewalk from comer of Ruby and
Coppell, 10' north
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
120135
Standby to finish paving on parking and to move to east side building for
Finished: 12:15pm
COMPRESSIVE
STRENGTH
(Psi)
4250 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
K. Scott Watson, AET
CMT Operations Manager
FRACTURE
TYPE
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
Ro =gin
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.
1 1
1 2
1 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.
SPECIFICATION REQUIREMENTS
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
(inches)
4.0
4.0
4.0
DATE
TESTED
08/14/2003
09/04/2003
09/04/2003
1 4 Hold
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.:
Project No.:
Date of Service:
Report Date:
PROJECT DATA
MIX DESIGN LD.: 7752
PLACEMENT DATE: 08/07/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:25am BATCH TIME: 7:08am
TEMPERATURE (F) AIR 84 F CONCRETE: 90 F
TRUCK NO: 104 TICKET NO: 117888
AIR CONTENT 4.3 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line R to Z.
SAMPLE LOCATION: 10' west, 10' south of northeast
comer
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
97065
131990
128490
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)
3430
4670
4540
4610
192290
037333
08/07/2003
10/03/2003
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 1 of 6
Ro =gin
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
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.
4 1
4 2
4 3
4 4
DATE
TESTED
08/14/2003
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
MEASURED
SLUMP
(inches)
5.0
5.0
5.0
09/04/2003
09/04/2003
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
5.0 10/02/2003 56
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/07/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:50am BATCH TIME: 10:32am
TEMPERATURE (F) AIR 86 F CONCRETE: 91 F
TRUCK NO: 114 TICKET NO: 117918
AIR CONTENT 4.8
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line R to Z.
SAMPLE LOCATION: 175' west, 10' north of southeast
corner
MAXIMUM
LOAD
(Ibs. force)
111310
113250
Average
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:
UNIT WEIGHT (pct): NA
COMPRESSIVE
STRENGTH
(Psi)
86170 3050
120670 4270
192290
037333
08/07/2003
10/03/2003
3940
4000
3970
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 4 of 6
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:
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
CYLINDER
MARKED
SET NO.
2 1
2 2
2 3
MEASURED
SLUMP DATE
(inches) TESTED
5.0 08/14/2003
5.0 09/04/2003
5.0 09/04/2003
2 4 Hold
Water added at site: 5 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:
192290
037333
08/07/2003
10/03/2003
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/07/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 8:35am BATCH TIME: 8:14am
TEMPERATURE (F) AIR 84 F CONCRETE: 91 F
TRUCK NO: 104 TICKET NO: 117898
AIR CONTENT 3.7 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line R to Z.
SAMPLE LOCATION: 25' west, 5' 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)
94935
122430
123040
Average
COMPRESSIVE
STRENGTH
(Psi)
3360
4330
4350
4340
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 6
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:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
3 1
3 2
3 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 08/14/2003
5.0 09/04/2003
5.0 09/04/2003
3 4 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
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
SAMPLE LOCATION: 150' west, 10' south of northeast
comer
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
94595
124485
125795
Average
Report No.:
Project No.:
Date of Service:
Report Date:
COMPRESSIVE
STRENGTH
(psi)
3350
4400
4450
4430
192290
037333
08/07/2003
10/03/2003
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: 08/07/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:50am BATCH TIME: 9:36am
TEMPERATURE (F) AIR 86 F CONCRETE: 91 F
TRUCK NO: 104 TICKET NO: 1 17908
AIR CONTENT 3.9 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line R to Z.
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 Rene Engineers, Ltd.
11 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:
CONTRACTOR:
CONCRETE SLTPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 5" maximum
AIR 3% 6%
TEST METHOD:
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
5 1 5.0
5 2 5.0
5 3 5.0
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
5 4 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 No.:
Project No.:
Date of Service:
Report Date:
192290
037333
08/07/2003
10/03/2003
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: 08/07/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 12:10pm BATCH TIME:
TEMPERATURE (F) AIR
TRUCK NO: 114
AIR CONTENT 4.7
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line R to Z.
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE AGE
TESTED (days)
08/14/2003 7
09/04/2003 28
09/04/2003 28
MAXIMUM
LOAD
(lbs. force)
87440
111600
114740
Average
Does not comply with specified strength.
11:49am
88 F CONCRETE: 94 F
TICKET NO: 11 7928
UNIT WEIGHT (pci): NA
100' east, 10' north of southwest
corner
COMPRESSIVE
STRENGTH
(Psi)
FRACTURE
TYPE
3090 Unbonded Cap
3950 Unbonded Cap
4060 Unbonded Cap
4010
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.
)1 Page 5 of 6
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:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
6 1
6 2
6 3
6 4
Duke Realty Services, LP
Potter
On Site
4000 psi 28 Days
5" maximum
3% 6%
ASTM C -172
ASTM C -31
ASTM C -I43
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
5.0
5.0
5.0
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
DATE
TESTED
08/14/2003
09/04/2003
09/04/2003
Hold
PROJECT DATA
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
Started: 6:30am Finished: 2:30pm
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
MAXIMUM
LOAD
(lbs. force)
89155
117525
118990
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
PRESSIVE 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.
MIX DESIGN LD.: 7752
PLACEMENT DATE: 08/07/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 1:10 pm BATCH TIME: 12:50pm
TEMPERATURE (F) AIR 94 F CONCRETE: 94 F
TRUCK NO: 103 TICKET NO: 1 17938
AIR CONTENT 4.0 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line R to Z.
20' east, 10' south of northwest
comer
COMPRESSIVE
STRENGTH
(psi)
192290
037333
08/07/2003
10/03/2003
K. Scott Watson, AET
CMT Operations Manager
FRACTURE
TYPE
3150 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 6 of 6