Freeport NIP(8.0)-LR041206ineers
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
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Report No.: 223318
Project No.: 049245
Date of Service: 11/24/2004
Report Date: 12/06/2004
Services:
Obtain samples of f~esh 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
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PtO2~T: 22
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
except 9 I 2
MEASURED
MIX DESIGN I.D.: 9349 SLUMP
PLACEMENT DATE: 11/24/2004 (inches)
WEATHER CONDITIONS: Cloudy 3.5
TIME SAMPLED: 8:30am BATCHTIME: NA
TEMPERATURE (F) ~ AIR 42 F CONCRETE: 65 F
TRUC~:NO: 1805 TICKETNO: 326743
AIR CONTENT (%): NA UNIT WEIGHT (peri: NA
OVERALL PLACEMENT LOCATION:
Leave-out in Building XI, south wall between gridlines F/01 to F/08 and F/09 to F/I3; east
wall between ~idlines F/01 to D/01
SAMPLE LOCATION: F/01 to F/06
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE
SET NO. TESTED
MAXIMUM
AGE DIAMETER AREA LOAD
(days) (inches) (sq.in.) (lbs. force)
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
1 1 12/01/2004
1 2 12/22/2004
1 3 12/22/2004
1 4 Hold
Water added at site:
Technician: Bobby Robinson
Report Distribution:
(1) Duke Really Services, LP
(1) Exttanet
(i) City of Coppell
(1) Cily of Coppell
7 6.00 28.26 119270
28 0.00 0.00
28 0.00 0.00
5 gallons
Started: 8:15am
Finished: 9:45am
4220 Unbonded Cap
Unbonded Cap
Unbonded Cap
K. Scott Watson, AET
CMT Operations Manager
LIMJTATIONS: The test results presented herein were prepared based upon the specific samples provided for testing We a~sume 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
01SS Page 1 ofl