Freeport NIP(7.0)-LR031022RoneEngineers
1
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.
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
1 1 4.0
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)
DATE
TESTED
09/02/2003
1 2 4.0 09/23/2003
1 3 4.0 09/23/2003
1 4 Hold
Water added at site: 10 gallons
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
119030
132795
137785
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 I.D.: 7752
PLACEMENT DATE: 08/26/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7: 5 5 am BATCH TIME: 7:3 5 am
TEMPERATURE (F) AIR 80 F CONCRETE: 88 F
TRUCK NO: 105 TICKET NO: 140
AIR CONTENT 4.3 UNIT WEIGHT (pc1): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line KR to QQ
SAMPLE LOCATION: 15' west, 10' south of northeast
corner
COMPRESSIVE
STRENGTH
(Psi)
193128
037333
08/26/2003
10/22/2003
FRACTURE
TYPE
4210 Unbonded Cap
4700 Unbonded Cap
4870 Unbonded Cap
4790
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.
O1DD Page 1 of5
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: 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
2 1 4.0 09/02/2003
2 2 4.0 09/23/2003
2 3 4.0 09/23/2003
2 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
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
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/26/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:OOam
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
TEMPERATURE (F) AIR 81 F CONCRETE: 88 F
TRUCK NO: 110 TICKET NO: 148
AIR CONTENT 4.5 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line KK to QQ
SAMPLE LOCATION: 50' west, 20' south of northeast
corner
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
118455
135510
138325
Average
Report No.:
Project No.:
Date of Service:
Report Date:
BATCH TIME: 8:35am
COMPRESSIVE
STRENGTH
(Psi)
4190
4790
4890
4840
193128
037333
08/26/2003
10/22/2003
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.
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.
3 1
3 2
3 3
3 4
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
4.5 09/02/2003
4.5 09/23/2003
4.5 09/23/2003
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 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: 08/26/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:1.08.1H BATCH TIME: 9:46am
TEMPERATURE (F) AIR 84 F CONCRETE: 88 F
TRUCK NO: 105 TICKET NO: 158
AIR CONTENT 4.0 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line KK to QQ
SAMPLE LOCATION: 30' east, 20' south of northwest
comer
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
116620
135415
143555
Average
COMPRESSIVE
STRENGTH
(Psi)
4120
4790
5080
4940
193128
037333
08/26/2003
10/22/2003
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 Ml 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:
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
CYLINDER
MARKED
SET NO.
4 1
4 2
4 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.
PROJECT DATA
Duke Realty Services, LP MIX DESIGN I.D.: 7752
Potter PLACEMENT DATE: 08/26/2003
On site WEATHER CONDITIONS: Clear
TIME SAMPLED: 11:15am BATCH TIME: 10:49am
TEMPERATURE (F) AIR 86 F CONCRETE: 89 F
TRUCK NO: 105 TICKET NO: 170
AIR CONTENT 4.3 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North half of north parking lot, building column line KR to QQ
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP DATE
(inches) TESTED
5.0 09/02/2003
5.0 09/23/2003
5.0 09/23/2003
4 4 Hold
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(1bs. force)
122460
122065
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:
SAMPLE LOCATION: 5' east, 5' north of southwest
corner
COMPRESSIVE
STRENGTH
(Psi)
193128
037333
08/26/2003
10/22/2003
FRACTURE
TYPE
102625 3630 Unbonded Cap
4330 Unbonded Cap
4320 Unbonded Cap
4330
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
RoneEngineers
to
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.
5 1 5.0
5 2 5.0
5 3 5.0
5 4 5.0
Technician: Lanny Gist
Report Distribution:
(I) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
Duke Realty Services, LP MIX DESIGN I.D.: 7752
Potter PLACEMENT DATE: 08/26/2003
On site WEATHER CONDMONS: Clear
TIME SAMPLED: 12:3Opm BATCH TIME: 11:50am
TEMPERATURE (F) AIR 90 F CONCRETE: 90 F
TRUCK NO: 103 TICKET NO: 179
AIR CONTENT 4.7 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
Northwest spproach, north parking lot
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
09/02/2003
09/23/2003
09/23/2003
10/21/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
Started: 7:30am
SAMPLE LOCATION: 15' south, 5' east of northwest
corner
AGE
(days)
7
28
28
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
56 114825
Finished: 2:30pm
MAXIMUM
LOAD
(Ibs. force)
85685
107885
105035
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:
COMPRESSIVE
STRENGTH
(Psi)
3030
3820
3710
3770
4060
193128
037333
08/26/2003
10/22/2003
K. Scott Watson, 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.
01DD Page 5 of 5