Mansions Phase 1-LR 980313 (17) Rone Engineers, Inc. 1' ~, Goodnight Lane TeL t972) 241-451- RoneEnQineers
Dal,as,'Forl, 'Worll~ Dallas. Texas Metro (972) 263-1555 il
75229 Fax (972) 241-5174
Concrete Cylinder Test Report
Project Mansion By The Lake Purchase Order
Number 3137-D7429-029 I Date of Observation 2/10/98 Report Date 03/13/98
To Western Rim Services
Location PAVEMENT AT MAIN ENTRANCE, 40' EAST AT CENTER LINE, NORTH BOUND SIDE
Contractor
Supplier LATTIMORE Plant 7 I Truck 574 Ticket 7046589
Time Sampled 10:00 Time Batched 9:38 Weather Condition
CLOUDY/RAIN
Concrete Temperature (eF) 61 Ambient Temperature (°F) 55 Mix Number
Mix Description Unit Weight Water Added NONE
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 6.0
ENTRAINED AIR (%) 4.8
Concrete Cylinder Test(s)
Specimen Age Test Date
No. (Days) (lbs.) Strength (psi) Strength Required (psi)
6A 7 2/17 63000 2230 3000/28 DAYS
B 28 3/10 101000 3570
C 28 3/10 100000 3540
D H
Curing Method I Test Method Standard 6" x 12" Engineer/Technician R. CROWDER
ASTM C 31I ASTM C 39 Area 28.27 sq. in.
Signature: Kevin Tucker, ~k 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 uae of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-O29-98\ST March 13, 1998