Mansions Phase 1-LR 980425 · Oallas,'Forl 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-D7429-134 Date of Observation 4/06/98 Report Date 04/25/98
To Western Rim Services
Location SLAB FOR CLUB HOUSE ON THE WEST SIDE OF SLAB, 5' NORTH, 10' EAST
Contractor
Supplier LATTIMORE Plant 3 I Truck 761 Ticket 3060367
Time Sampled 10:30 Time Batched 10:2.0 Weather Condition PT CLOUDY
Concrete Temperature (°F) 70 Ambient Temperature (°F) 73 Mix Number 14
Mix Description 4.50 SACKS W/R Unit Weight Water Added 10 GALLONS
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 4 1/2
Concrete Cylinder Test(s)
Specimen Age Test Date
No. (Days) (lbs.) Strength (psi) Strength Required (psi)
76A 7 4/13 80000 2830 3000/28 DAYS
B 28 5/04
C 28 5/04
D H
Curing Method I Test Method Standard 6" x 12" Engineer/Technician D. GODBEY
ASTM C 31 I ASTM C 39 Area 28.27 sq. in.
Signature: Mike Fuller, ~ Supervisor, CMT
Remarks and/or Distribution
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; 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 featqre 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\D7429-134-98\ST April 25, 1998