Mercantile-LR031008CONCRETE CYLINDER TEST REPORT
Mercantile Office
Beltline Road and Denton Tap Road
Coppell, Texas
REPORTED TO; Mercantile Partners
722 S. Denton Tap Road, Suite 230
CoppeJl, Texas 75019
ATTN: Mr, Grog Yancey
REPORT NO, 15
PEG PROJECT NO, 10458
SAMPLE DATE: 10-08-03
TECHNICIAN: R. Ho[lings
CONTRACTOR: Pacific Builders
Location of Sample
I Set Number I Location
1
2
3
I 4
Quantity Represented
Paving: 11 O'S, 15'W of N.W. building corner 30/480
Paving: 40'S, 60'W of N,W, buirding corner 120/480
Paving: 110'S, 5'E of N.E. building corner 210/480
Paving: 65'S, 70'E of N.E. building corner 320/480
Paving; 5'N, 20'W of N.W, building corner 410/480
Design Information
r Source of Concrete r Mix Identification I Specified Strength p.s.I,
' LMC 1551 4000
Test Results
Set i ~
~ Cylinder I Age @ Total Load Compressive Average
,_No, I ID Date Tested I Test lbs, Str..e. ngth p.s.L Stren~lth p.s.l.
1 2731 10-15-03 7 98110 3470
2731 11-05-03 28
2731 11-05-03 28
2731 Hold H
2 2732 10-15-03 7 104840 3710
2732 11-05-03 28
2732 11-05-03 28
2732 Hold H
3 2733 10-15-03 7 91370 3230
2733 1!-05-03 28
2733 11-05-03 28
2733 Hold H
4 2734 10-15-03 7 95400 3380
2734 11-05-03 28
2734 1%05-03 28
2734 Hold H