Mansions Phase 1-LR 980429 i Dallas:'Fort Worth Dallas, Texas Metro (972) 263-1555
ii
75229 Fax (972) 241-5174
Concrete Cylinder Test Report
Project Mansion By The Lake Purchase Order
Number 3137-D7429-118 I Date of Observation 3/27/98 Report Date 04/29/98
To Western Rim Services
Location BUILDING #40 SLAB - 5' WEST OF THE EAST SIDE CENTER
Contractor
Supplier LATTIMORE ]Plant7 ITruck457 Ticket 7048790
Time Sampled 6:40 Time Batched 6:30 Weather Condition CLOUDY
Concrete Temperature (°F) 76 Ambient Temperature (°F) 72 Mix Number 14
Mix Description 4.50 SACKS W/R Unit Weight Water Added 10 GALLONS
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 5.0
Concrete Cylinder Test(s)
No. (Days) (lbs.) Strength (psi) Strength Required (psi)
65A 7 4/03 78000 2760 3000/28 DAYS
B 28 4/24 89000 3150
C 28 4/24 108000 3840
D H
Curing Method I TestMethod Standard 6" x12" I Engineer/TechnicianD. GODBEY
ASTM C 31 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 Hedge; 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 Icomposition. 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~D7429-118-98\ST April 29, 1998