Freeport NIP(7.0)-LR030731RoneEngineers
A LEIGH COMPANY
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:
SLUMP (In):
AIR
TEST METHOD:
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.
4000 psi 28 Days
5" maximum
3% 6% AIR CONTENT 3.3 UNIT WEIGHT (pcf): NA
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 5.00 07/30/2003
1 2 5.00 08/20/2003
1 3 5.00 08/20/2003
1 4 5.00 09/17/2003
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
56
MAXIMUM
LOAD
(Ibs. force)
98930
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:
OVERALL PLACEMENT LOCATION:
South half of south parking lot, Building Column Lines LL to MM
191272
037333
07/23/2003
07/31/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/23/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 10:2Oam BATCH TIME: 10:O4am
TEMPERATURE (F) AIR 86 F CONCRETE: 88 F
TRUCK NO: 101 TICKET NO: 117493
SAMPLE LOCATION: 15' north, 10' east, southwest
corner
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
3500 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 2
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CYLINDER
MARKED
SET NO.
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required
samples back to the laboratory for curing and testing in accordance with applica
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 5" maximum
AIR 3% 6%
TEST METHOD: ASTM C -172
MEASURED
SLUMP
(inches)
2 1 5.00
2 2 5.00
2 3 5.00
2 4 5.00
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
DATE
TESTED
07/30/2003
08/20/2003
08/20/2003
09/17/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
MIX DESIGN LD.: 7752
PLACEMENT DATE: 07/23/2003
WEATHER CONDITIONS: Clear
SAMPLE LOCATION: 30' east, 20' north, southwest
comer
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
Started:
TIME SAMPLED: 11 :35am
TEMPERATURE (F) AIR 85
TRUCK NO: 106
AIR CONTENT 3.8 UNIT WEIGHT (pcf):
OVERALL PLACEMENT LOCATION:
South half of south parking lot, Building Column Lines LL to MM
011
AGE
(days)
7
28
28
56
Please see report #191220 for technician time.
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
Finished:
LOAD
(lbs. force)
92145
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.:
191272
037333
ice: 07/23/2003
07/31/2003
compressive strength samples and bring
BATCH TIME: 11:14am
F CONCRETE: 89 F
TICKET NO: 117503
NA
COMPRESSIVE
STRENGTH
(Pd)
K. Scott Watson, AET
CMT Operations Manager
FRACTURE
TYPE
3260 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 2