Tennis Ctr Exp-LR101215Professional Service Industries, Inc.
4087 Shilling Way
Dallas, TX 75237
Texas Firm Registration No. F-03307
Phone: (214) 330-9211
Fax: (214) 333-2853
Report No: CON:0341284-38-C1
Concrete Test Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
LEE STONE
Date of Issue:12/15/2010
Mix Data
Supplier
Lattimore Materials
Mix Identification
5077
Specified Design Strength (psi)
3000at age28days
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
12/7/201012/8/2010
Slump (in)
5.50
ASTM C 143
General LocationFlatwork/SidewalksSlump w/ plasticizer (in)
N/A
Flatwork between Tennis Courts #9 & 12
Sample LocationAir Temp (°F)
46
Curing MethodConcrete Temp (°F)
One day Field/Laboratory Cure50
ASTM C 1064
Field Sample NoField Cure Temp (°F)HighAir Content (%)
5.80
ASTM C 231
LowUnit Weight (pcf)
ASTM C 138
ContractorBatch Size (yd³)
10
Truck No.Ticket No.Water Added (gal)Before
70373286234
Sampled ByAfter
Quwan Shields
Submitted ByTime Batched10:02
Quwan Shields
WeatherTime Sampled11:07
Cold
Est. Wind (mph)Yd³ Placed10.0Time Placed
Est. Rh (%)Time In Truck (mins)65
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-38-C1\112/14/1073.998.0012.50U3149022520
0341284-38-C1\212/14/1073.998.0012.50U3180022540
0341284-38-C1\301/04/1128U3000
0341284-38-C1\401/04/1128U3000
NotesRemarks
1.Sampling to ASTM C 172FailureMode: 2 = C39: Vert crack/ cone opposite end; C1314: Cone & Shear
2.Specimen(s) Prepared to ASTM C 31
3.Capping B=Bonded ASTM C 617, U=Unbonded ASTM C 1231, C = Combined
Form No: 18970.V1.00, Report No: CON:0341284-38-C1(c) 2000-2009 QESTLab by SpectraQEST.com Page 1 of 1