Freeport NIP(7.0)-LR031007RoneEngineers
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
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
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)
5.25
5.25
5.25
5.25
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
SAMPLE LOCATION: Northwest entrance, 50' south,
10' west
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
10/06/2003
10/27/2003
10/27/2003
11/24/2003
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
121885
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:
195426
037333
09/29/2003
10/07/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/29/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 5:2Oam BATCH TIME: 5:O l am
TEMPERATURE (F) AIR 57 F CONCRETE: 74 F
TRUCK NO: 108 TICKET NO: 500
AIR CONTENT 4.6 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Northwest parking from northwest entrance, 210' east, 180' south and 270' west
COMPRESSIVE
STRENGTH
(Psi)
FRACTURE
TYPE
4310 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 3
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 REQUIREMENTS
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 Cylinder 6" x 12" (area 28.27 sq
DATE
TESTED
5.5 10/06/2003
5.5 10/27/2003
5.5 10/27/2003
5.5 11/24/2003
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
MIX DESIGN LD.: 7752
PLACEMENT DATE: 09/29/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED 7 BATCH TIME: 6:44am
TEMPERATURE (F) AIR 59 F CONCRETE: 82 F
TRUCK NO: 101 TICKET NO: 510
AIR CONTENT 5.5 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
Northwest parking from northwest entrance, 210' east, 180' south and 270' west
SAMPLE LOCATION: Northwest entrance, 60' east,
15' south
AGE
(days)
7
28
28
56
in.)
MAXIMUM
LOAD
(lbs. force)
117775
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)
195426
037333
09/29/2003
10/07/2003
FRACTURE
TYPE
4160 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 2 of 3
RoneEngineers
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): 3" 5"
AIR 3% 6%
TEST METHOD:
CYLINDER
MARKED
SET NO.
3 1
3 2
3 3
3 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.
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
5.5
5.5
5.5
5.5
Technician: Shawn Deal
Report Distribution:
(I) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(I) Potter Concrete
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
10/06/2003
10/27/2003
10/27/2003
11/24/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Started: 4:30am
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/29/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:30am BATCH TIME: 8:58am
TEMPERATURE (F) MR 70 F CONCRETE: 78 F
TRUCK NO: 101 TICKET NO: 520
AIR CONTENT 5.4 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Northwest parking from northwest entrance, 210' east, 180' south and 270' west
SAMPLE LOCATION: Northwest entrance, 50' south,
150' east
AGE
(days)
7
28
28
56
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
Finished: 10:30am
MAXIMUM
LOAD
(Ibs. force)
105520
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)
195426
037333
09/29/2003
10/07/2003
FRACTURE
TYPE
3730 Unbonded Cap
Unbonded Cap
Unbonded Cap
‚33 Unbonded Cap
fAirr
atilites
K. Scott Watson, 1 T
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.
01DD Page 3 of 3