Rolling Oaks MC-LR081106
l I THOMPSO
CITY OF COPPELL
255 PARKWAY BOULEVARD
P.O. BOX 478
COPPELl TX 75019
Date: 11/06/2008
Report 10: K60533 - DA08152.000
Report of Concrete Compressive Strenath Tests
Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXIINDUSTRIES
FREEPORT PARKWA Y
Location: PA VING, 70' EAST OF FREEPORT PARKWA Y ENTRANCE
Cast Date: 10/30/2008 Ticket: 778896
In-Lab Date: 10/31/2008 Truck Number: 1005
Batch Time: Concrete Mix: 8274
Test Time: 14:30 Specimens Made By: CT
..... .._--..~....... - ~- ~. A.A. _.._
Initial Curing Final Curing
Curing Method: Min. Temp: Max Temp: Curing Method:
Other of of Fog Room
Physical Properties of Concrete (ASTM C143, C231 , C138, C1064)
Specified Strength (fc) Slump Air Content Density Temperature
4000 psi @ 28 days 5.00 In. 3.5% 82 deg. F
Compressive Strengths (ASTM C39)
Specimen
Number
1
Age in
Days
7
Diameter
(inches)
4.00
Area
(sq. inches)
12.57
Max. load
(Ibs.)
28,850
Average:
Compressive
Strength (psi)
2300
2300
Percent
offc
Type of
Fracture
Wedge
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58
CC: TXIINDUSTRIES
J. STUART TODD ARCHITECTS
THE FAIN COMPANY
Comments: ONE CYLINDER HELD FOR 28-DA Y TESTING
10575 Newkirk Street. Suite 780 I Dallas, TX 75220 I Phone: 972-831-1111
This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson
Texas, LLC