Mansions Phase 1-LR 980402 (10) Rone Engineers, Inc. 11~34 Goodnight Lane Tel. (972) 241-451, ineers
Dallas/Fort Wort~ Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
Concrete Cylinder Test Report
Project Mansion By The Lake Purchase Order
Number 3137-D7429-067 I Date of Observation 3/03/98 Report Date 04/02/98
I
To Western Rim Services
Location PAVING AT THE NORTH ACCESS GATE
Contractor
Supplier LATTIMORE I Plant 7 I Truck 757 Ticket 7047609
I
I
Time Sampled 10:40 Time Batched 9:41 Weather Condition PT CLOUDY
Concrete Temperature (°F) 64 Ambient Temperature (°F) 42 Mix Number 38
Mix Description Unit Weight Water Added NONE
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 4.75
Concrete Cylinder Test(s)
Specimen Age Test Date
No. {Days) {lbs.) Strength (psi) Strength Required (psi)
33A 7 3/10 111000 3930 3000/28 DAYS
B 28 3/31 153000 5410
C 28 3/31 154000 5450
D H
Curing Method I Test Method /Standard 6" x 12" Engineer/Technician G. BEALL
ASTM C 31 I ASTM C 39~Area 28.27 sq. in.
Signature~[~evin 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, pertormance, etc.) or any other feature of similar subject matter provided by
persons or conditions over which we have no control. Our letters and reports ere for the exclusive use of the clients to whom they are
addressed.
c:~wpwin\reports\D?429-O67-98\ST April 2. 1998