Freeport NIP(8.0)-LR040928Client:
ineers
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6500 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 218756
Project No.: 049245
Date of Service: 09/20/2004
Report Date: 09/28/2004
Project: Freeport XI & XI1
Coppell, Texas
Services: 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.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Constraction
CONCRETE SUPPLIER: 8outherll Star
P~T: 27
SPECIFICATION REQUIREMENTS
3000 psi @ 28 Days
5" - 7"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 9337
PLACEMENT DATE: 09/20/2004
WEATHER CONDITIONS: Clear
TIME SAMPLED: 3:05pm BATCHTIME: NA
TEMPERATURE (F) - AIR 92 F CONCRETE: 93 F
TRUCKNO: 924 TICrd~TNO: 362554
AIR CONTENT (%): NA UNITWE1GHT(pcl): NA
OVERALL PLACEMENT LOCATION:
Piers: see report #218755
MEASURED
SLUMP
(inches)
6.0
SAMPLE LOCATION:
REPORT OF TESTS
· ' 'x 12"
Concrete Compressive Cyl nder 6
B-3/B-4fB-5fB-6
MAXIMUM COMPRESSIVE
CYLINDER FRACTURE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 09/27/2004 7 6.00 28.26 97470 3450 Unbonded Cap
1 2 10/18/2004 28 0.00 0.00 Unbonded Cap
1 3 10/18/2004 28 0.00 0.00 Unbonded Cap
1 4 Hold
See report %218755 for technician time.
Water added at site: 5 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
· ' e erformance etc or any other feature of s m ar subject matter provided by pemons or cond tons over which we have no control. Our letters and
(composition, appearane , p , ) ~ ' n a roval of Rone En ineers, Ltd.
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except m full w~thout the wnrte pp g
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