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CONCRETE CYLINDER TEST REPORT
Mercantile Office
Beltline Road and Denton Tap Road
Coppell, Texas
REPORTED TO: Mercantile Partners
722 S. Denton Tap Road, Suite 230
CoppelJ, Texas 75019
ATTN; Mr, Greg Yancey
REPORT NO, 14
REG PROJECT NO. 10458
SAMPLE DATE: 10 01-03
TECHNICIAN: R. Horlings
CONTRACTOR: Pacific Builders
Location of Sample
Set Number
1
2
3
4
5
Location J Quantity Represented
Slab on grade: 100'S, 5'W of N.E. building c~3rner 30/420
Slab on grade; 40'S, 25'W of N.E. building corner 110/420
Slab on grade: 10'$, 60'W of N.E. building corner 210/420
Slab on grade: 70'S, 140'W of N.E. building corner 310/420
Slab on grade: 100'S, 90'W of N.E. building corner 410/420
Design Information
i ~eurce of Concrete j Mix Identification I' Specified Strength p.s.i.
Lattimore 1216 3000
Test Results
r"-S~{-~-Cylinder Age @ Total Load Compressive Average
No.j
ID Date Tested Test lbs. Strength p,s,i. Stren. gth p,s.i.
1 2493 10-08-03 7 73600 2600
2493 10-29-03 28
2493 10-29-03 28
2493 Hold H
2 2494 10-08-03 7
2494 10-29-03 28
2494 10-29-03 28
2494 Hold H
3 2495 10-08-03 7
2495 10-29-03 28
2495 10-29-03 28
2495 Hold H
4 2496 10-0&03 7
2496 10-29-03 28
2496 10-29-03 28
2496 Hold H
83670 2960
74860 2650
78670 278O