Mansions Phase 1-LR 980316 (7) Rone Engineers, Inc. 11234 Goodnight Lane Tel. (972) 241-451. ineers
Dallas/Fort 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-D7429-33 Date of Observation 2/11/98 Report Date 03/16/98
'To Western Rim Services
Location PAVEMENT - 40' NORTH AND 55' EST OF NORTH SIDE OF WEST METER VAULT
Contractor
Supplier LATTIMORE I Plant 7 I Truck 612 Ticket 7046623
Time Sampled 8:30 Time Batched 7:17 Weather Condition CLEAR
Concrete Temperature (°F) 50 Ambient Temperature (°F) 45 Mix Number
Mix Description Unit Weight Water Added NONE
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 5.0
Concrete Cylinder Test(s)
Specimen Age Test Date
No. (Days) (lbs.) Strength (psi) Strength Required (psi)
8A 7 2/18 72000 2550 3000/28 DAYS
B 28 3/11 109000 3860
C 28 3/11 107000 3780
D H
Curing Method I TestMethod I Standard 6" x12" I Engineer/TechnicianR. CROWDER
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
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 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-O33-98~ST March 16, 1998