Chateaus-LR090209
Rone Engineering
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214)630-9745
f Concrete Compressive Strength Test
Report No.: 343898
Project No.: 0814523
Date of Service: 01/31/2009
Report Date: 02/09/2009
hat s of Cogpell .
: o~~ n sample~of'fresh concrete at the place ent locations, perform required testing, cast compressive strength samples and bring
si'''Ples back'to the laboratory for curing and t ting in accordance with applicable standards.
Client:
CTM-Coppell, LLC c/o Lenart Developme
520 Central Parkway E
Plana, TX 7507
Project:
Service
PROJECT DATA
Contractor:
Concrete Supplier: Redi-Mix
Plant: 88
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 3" - 5"
Air (%): 3.5% - 6%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
Mix Design 1.0.: 1 OL 11524
Placement Date: 01/31/2009
Weather Conditions: Sunny
Time Sampled: 09:30am
Temperature - Air: 480F
. Truck No: 1055
Air Content: NA
Overall Placement Location:
Sidewalk, 100' south from intersection of Denton Tap and Bethal Road
Measured
Slump
(inches)
4.0
Batch time: 08:45am
Concrete: 600F
Ticket No: 25022054
Unit Weight (pcf): NA
Sample Location:
Same as above
REPORT OF TESTS
. Cylinder
Marked Date Age Diameter Area
Set No. Tested (days) (in) (in2)
1 1 02/07/2009 7 6.00 28.27
1 2 02/28/2009 28
1 3 02/28/2009 28
1 4 03/28/2009 56
taEj [9J[g Dm t] DO D
Type 1
Type 2 Type 3 Type 4
Type 5
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
96,280
Fracture
Type
Type 2
n/~
Type 6
'Z/ /JjZr7 0 7
Remarks: No air pot.
LIMIT A nONS: 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, 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 Engineering Services, Ltd.
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