Freeport NIP(7.0)-LR031009Ro
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
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.
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:
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(I) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
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
5.0 10/08/2003
5.0 10/29/2003
5.0 10/29/2003
5.0 11/26/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
Started: 6:30am
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
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:
196035
037333
10/01/2003
10/09/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/01/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 7:40am BATCH TIME: 7:OOam
TEMPERATURE (F) AIR 68 F CONCRETE: 80 F
TRUCK NO: 1 18 TICKET NO: 549
AIR CONTENT 5.1 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North sidewalk
SAMPLE LOCATION: 30' east of northwest driveway
approach
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
28
56
Finished: 9:30am
MAXIMUM
LOAD
(Ibs. force)
106220
COMPRESSIVE
STRENG
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
K. Scott Watson,
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.
OIDD Pagel of