Freeport NIP(7.0)-LR030821RoneEngineers
A LEIGH COMPANY
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.
MEASURED
SLUMP
(inches)
1 1 5.00
Duke Realty Services, LP
Potter
On site
DATE
TESTED
07/30/2003
1 2 5.00 08/20/2003
1 3 5.00 08/20/2003
1 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.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
98930
128970
127430
Average
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 I.D.: 7752
PLACEMENT DATE: 07/23/2003
WEATHER CONDITIONS: Partly Cloudy
TIME SAMPLED: 10:2Oam BATCH TIME: 10:04am
TEMPERATURE (F) AIR 86 F CONCRETE: 88 F
TRUCK NO: 101 TICKET NO: 117493
AIR CONTENT 3.3 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
South half of south parking lot, Building Column Lines LL to MM
SAMPLE LOCATION: 15' north, 10' east, southwest
corner
COMPRESSIVE
STRENGTH
(Psi)
3500
4560
4510
4540
191272
037333
07/23/2003
08/21/2003
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 Roue Engineers, Ltd.
01DD Page 1 of 2
RoneEngineers
to
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project.
Services:
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.
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
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
DATE
TESTED
2 1 5.00 07/30/2003
2 2 5.00 08/20/2003
2 3 5.00 08/20/2003
2 4 Hold
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
SAMPLE LOCATION: 30' east, 20' north, southwest
corner
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/23/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 11:3Sam BATCH TIME: 11:14am
TEMPERATURE (F) AIR 85 F CONCRETE: 89 F
TRUCK NO: 106 TICKET NO: 117503
AIR CONTENT 3.8 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
South half of south parking lot, Building Column Lines LL to MM
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
92145
116710
111635
Average
Does not comply with specified strength.
Please see report #191220 for technician time.
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)
3260
4130
3950
4040
191272
037333
07/23/2003
08/21/2003
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 Rene Engineers, Ltd.
01DD Page 2 of 2