Mansions Phase 1-LR 980313 (05) Rone Engineers, Inc. 1', 4 Goodnight Lane Tel. (972) 241-451 ineers
Dallas,'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-D7429-055 I Date of Observation 2/28/98 Report Date 03/13/98
I
To Western Rim Services
Location PAVING, 5' NORTH, 10' EAST FROM NORTHEAST CORNER OF LOT //41
Contractor
Supplier LATTIMORE I Plant 7 I Truck 573 Ticket 7047460
Time Sampled 11:30 Time Batched 11:00 Weather Condition CLEAR
Concrete Temperature (°F) 68 Ambient Temperature (°F) 47 Mix Number 61
Mix Description Unit Weight Water Added 10 GALLONS
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 5.0
ENTRAINED AIR (%) 4.8
Concrete Cylinder Test(s)
Specimen AgeI I Total Load Compressive
No. (Days) Test Date (lbs.) Strength (psi) Strength Required (psi)
23A 7 3/07 85000 3010 3000/28 DAYS
8 28 3/28
C 28 3/28
D H
Curing Method I TestMethod Standard 6" x12" I Engineer/TechnicianR. LOVELADY
ASTM C 31 ASTM C 39 Area 28.27 sq. in.
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
(1) Mr. Doyle Damron; C. D. Construction Consulting
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 mat'tar provided by
persons or conditions over which wa have no control. Our letters and reports are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-O55-98\ST March 13, 1998