Chateaus-LR080919
RDneEn.tI..i.lnee.rirlg
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8908 Ambauador Row, Dallas, TX 75247
7701 W Little York, Ste 800, Houston, TX 770.t0
4421 Freldrlch, Ste 196, Austin, TX 78744
Corporate Phone: (21"> 63o.e745
Client: CTM-Coppell, LLC clo Lenart Development Co., LLC
4601 Old Shepard Place
Piano, TX 7
Contractor:
Concrete Supplier: LM
Plant: 3
Specification Requl ments
Strength: 00 p . @ 28 days
Slump (In.): mum
Air (%): 3% - 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
PROJECT DATA
Mix Design 1.0.: 1701
Placement Date: 09/11/2008
Weather Conditions: Cloudy
Time Sampled: 02:50pm
Temperature - Air: 910F
Truck No: 9106
Air Content 4.3%
Overall Placement Location:
Inlet bottom on south side Versailles Drive, Station 3+40
Court, Station 12+62
Batch time: 01 :37pm
Concrete: 940F
Ticket No: 3255639
Unit Weight (pet): NA
Measured
Slump
(inches)
2.75
Sample Location:
South side Versailles, Station 3+40
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (In) (In") (Iba) (psi) Type
1 1 09/18/2008 7 5.99 28.18 97,650 3,470 Type2
1 2 1 0/09/2008 28
1 3 1 0/09/2008 28
4 HOLD
Type 1
Type 2 Type 3 Type 4
Type 5
Type 6
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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 paFlOns 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 ekcept in full without the written approval of Rone Engineering Services, Ltd.
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