Mansions Phase 1-LR 980303 (3) Rone Engineers, Inc. ',. _34 Goodnight Lane Tel. (972) 241-45, RoneEnqineers
Dal~as:Fon Worth Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
Concrete Cylinder Test Report
Project Mansion By The Lake Purchase Order
Number 3137-D7429-021 I Date of Observation 2/02/98 Report Date 03/03/98
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To Western Rim Services
Location NORTHEAST VAULT #2 WALL, FIRST LIFT
Contractor
Supplier TXI Plant 41 I Truck 466 Ticket 970523
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Time Sampled 2:30 Time Batched 1:39 Weather Condition CLEAR
Concrete Temperature {°F) 65 Ambient Temperature (°F) 65 Mix Number
Mix Description Unit Weight Water Added 5 GALLONS
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 5.0
Concrete Cylinder Test(s)
I I T°tal L°ad IC°mpressive
Specimen Age Test Date
No. (Days) (lbs.) Strength (psi) Strength Required (psi)
3A 7 2/09 77000 2720 3000/28 DAYS
B 28 3/02 119000 4210
C 28 3/02 117000 4140
D H
Curing Method I Test Method Standard 6" x 12" I Engineer/Technician R. CROWDERC
ASTM C 31I ASTM C 39 Area 28.27 sq. in.
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Signature: Kevin Tucker, Supervisor, CMT ~
Remarks and/or Distribution
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
{1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
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, otc.) 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.
c:\wpwin\reports~D7429-021-9e~ST March 3, 1998