Tennis Ctr Exp-LR110119Professional 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:0341284-43-C1
Concrete Test Report
Issue No: 2
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:1/19/2011
Mix Data
Supplier
Lattimore Materials
Mix Identification
5077
Specified Design Strength (psi)
3000at age28days
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
12/21/201012/23/2010
Slump (in)
4.00
ASTM C 143
General LocationPavingSlump w/ plasticizer (in)
N/A
10'N X 3'W of NW Corner Bldg. (Pro Shop)
Sample LocationAir Temp (°F)
62
Curing MethodConcrete Temp (°F)
Two day Field/Laboratory Cure74
ASTM C 1064
Field Sample NoField Cure Temp (°F)HighAir Content (%)
6.00
ASTM C 231
LowUnit Weight (pcf)
ASTM C 138
ContractorBatch Size (yd³)
10
Truck No.Ticket No.Water Added (gal)Before
70086382823
Sampled ByAfter
Kiley Brown
Submitted ByTime Batched06:30
Kiley Brown
WeatherTime Sampled07:20
Clear
Est. Wind (mph)Yd³ Placed10.0Time Placed07:30
Est. Rh (%)Time In Truck (mins)60
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-43-C1\112/28/1073.998.0012.50U3894023110
0341284-43-C1\212/28/1073.998.0012.50U3768023010
0341284-43-C1\301/18/11284.008.0012.57U47600237903000
0341284-43-C1\401/18/11284.008.0012.57U48790238803000
Average 28 Day Compressive Strength (psi)3840
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:0341284-43-C1(c) 2000-2009 QESTLab by SpectraQEST.com Page 1 of 1