Freeport NIP(7.0)-LR031008RoneEngineers
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):
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 Concrete
On site
3% 5%
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
4.25 09/16/2003
4.25 10/07/2003
4.25 10/07/2003
1 4 Hold
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/09/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED. 8
TEMPERATURE (F) AIR
TRUCK NO: 103
AIR CONTENT 3.1
SAMPLE LOCATION: Column line JJ
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
97985
120385
126735
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:
BATCH TIME: 7:33am
78 F CONCRETE: 91 F
TICKET NO: 251
UNIT WEIGHT (pcf):
OVERALL PLACEMENT LOCATION:
North parking lot, paving leave out, column lines U thru LL
COMPRESSIVE
STRENGTH
(Psi)
3470
4260
4480
4370
194344
037333
09/09/2003
10/08/2003
NA
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 1 of 2
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.
2 1
2 2
2 3
2 4
Duke Realty Services, LP
Potter Concrete
On site
4000 psi 28 Days
3 -5"
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
Water added at site: 5 gallons
Technician: Ryan Armstrong
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(I) City of Coppell Engineering Dept.
(1) Potter Concrete
DATE
TESTED
09/16/2003
10/07/2003
10/07/2003
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
Report No.:
Project No.:
Date of Service:
Report Date:
194344
037333
09/09/2003
10/08/2003
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: 09/09/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED. 9 BATCH TIME: 9:03am
TEMPERATURE (F) AIR 81 F CONCRETE: 95 F
TRUCK NO: 103 TICKET NO: 259
3% 5% AIR CONTENT %n): 2.9 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
North parking lot, paving leave out, column lines U thru LL
SAMPLE LOCATION: Column line EE
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
Started: 7:OOam
AGE
(days)
7
28
28
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
Finished: 11:15am
MAXIMUM
LOAD
(lbs. force)
101565
124190
126500
Average
COMPRESSIVE
STRENGTH
(psi)
3590
4390
4470
4430
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
K. Scott Watson, 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.
01DD Page 2 of 2