Freeport NIP(8.0)-LR050103Ron
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
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
Report No.: 223712
Project No.: 049245
Date of Service: 12/03/2004
Report Date: 01/03/2005
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.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
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-1231
ASTM C-39
MIX DESIGN I.D.: 7723
PLACEMENT DATE: 12/03/2004
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 9:45am BATCHTIME: NA
TEMPERATURE (F)- AIR 45 g CONCRETE: 60 F
TRUCK NO: 1883 TIC}O~T NO: 761468
AIR CONTENT (%): 4.5 UNIT WEIGHT (pcl): NA
OVERALL PLACEMENT LOCATION:
Freeport parkway turn lane at the north end of Building xn
SAMPLE LOCATION:
REPORT OF TESTS
Northbound side, 125' south of
entrance centerline
MEASURED
SLUMP
(inches)
4.0
Concrete Compressive Cylinder 6" x 12"
CYLENDER
MARKED DATE AGE
SET NO. TESTED (days)
1 1 12/10/2004 7
1 2 12/31/2004
1 3 12/31/2004
1 4 Hold
Technician: Bobby Robinson
Report Distribution:
(I) Duke Realty Services, LP
(1) Extranet
(1) City of Coppell
(1) City of Coppell
DIAMETER AREA
(inches) (sq.in.)
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
6.00 28.26 110160 3900 Unbonded Cap
28 5.99 28.17 138470 4910 Unbonded Cap
28 5.99 28.17 138720 4920 Unbonded Cap
Average 4920
Started: 8:45am
Finished: 1 l:00am
K. Scott Watson, AET
CMT Operations Manager
LIM/TATIONS: The test result~ presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for vmiation 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 wrirten approval of Rone Engineers, Ltd
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