Freeport NIP(8.0)-LR040929ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
CorporatePhone: (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
Services:
Report No.: 218844
Project No.: 049245
Date of Service: 09/21/2004
Report Date: 09/29/2004
Obtain samples of flesh 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
MEASURED
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 29
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
$"-7"
NA
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.: 9337
PLACEMENT DATE: 09/21/2004
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 4:15pm BATCHTIME: NA
TEMPERATURE (F)-AIR 89 F CONCRETE: 92 E
TRUCK NO: 1885 TICKET NO: 371332
AIR CONTENT (%): NA UNITWE1GHT(pef): NA
OVERALL PLACEMENT LOCATION:
Piers: see report #218843
SAMPLE LOCATION: D-8/D-7/D-6/D-5
REPORT OF TESTS
SLUMP
(inches)
7.0
Concrete Compressive Cylinder 6" x 12"
CYLINDER
I~RKED DATE
SET NO. TESTED
1 1 09/28/2004 7 6.00 28.26
1 2 10/19/2004 28 0.00 0.00
1 3 10/19/2004 28 0.00 0.00
I 4 Hold
MAXIMUM COMI>RESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (inches) (sq.in.) (lbs. force) (psi)
See report #218843 for technician time.
Water added at site: 10 gallons
87660 3100
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared b~sed 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 maaer 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 sh~ll not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01HG Page I of I
Technician: Rick Smith
Report Distribution:
(I) Duke Realty Services, LP
(1) Extranet
(l) City of Coppell
(1) City of Coppell
Started:
Finished:
K. Scott Watson, AET
CMT Operations Manager