Freeport NIP(7.0)-LR030424 (2)RoneEn g
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:
Project:
Services:
Duke Realty Services, LP
Arm: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
RePort No.: 175015
Project No.: 037333
Date of Service: 04/16/2003
Report Date: 04/24/2003
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.
com~AcroR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENCTH: 4000 psi ~ 28 Days
SLUMP (in): 5" - 7"
AIR (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 9361
PLACEMENT DATE: 04/16/2003
WEATt~R CONDITIONS: Sunny
TIME SAMPLED: 12:39pm BATCHTIM~: 12:llpm
TEMPERATURE (F) - AIR 82 F CONCRETE: 82 F
TaUC~CNO: 109 TICK~TNO: 113688
Am CONTENT (%): NA UNIT WEIGHT (PC0: NA
OVERALL PLACEMENT LOCATION:
Please refer to report #175014 for column lines to all the piers drilled today
SAMPLE LOCATION: LineD-Il and D-12
REPORT Og TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
SET NO.
1 1
1 2
1 3
1 4
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) Obs. force)
4.75 04/23/2003 7
4.75 05/14/2003 28
4.75 05/14/2003 28
4.75 06/11/2003 56
See report #175014 for technician time.
Technician: Rick Smith
Report Distribution:
(I) Duke Realty Services, LP
(1) Duke Renlty Services, LP
(I) City of Coppell Building Dept.
(1) Potter Concrete
Smrt~:
Finished:
(I) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
112370
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3970 UnbondedCap
Unbonded Cap
Unbonded Cap
Unbonded Cap
K. Scott Watsoz
CMT Operations Mana er
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 condilions over which we have no control. Our letters and
reports are for the exclusive use of the clients m whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
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