Tennis Ctr Exp-LR101216Professional 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: FC:0341284-41
Concrete Field 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:12/16/2010
General Field Data
Kirk See
Technician:
12/14/2010
Test Date:
Mild and Clear
Weather:
Test Results
Set No.SpecimensTicketTime BatchedTimeCubic YardsSlump (in)Air ContentAir Temp. (°F)Concrete
MadeUnloadedPlaced(%)Temp. (°F)
0341284-41-C14721819312:3113:4810.05.254.405972
Location & Remarks
Set No.Location
General Location:
Slab on Grade
0341284-41-C15'S X 5'E of NW Corner of Pavilion Next to Court 8
Mix Data
Set No.SupplierMixDesign Strength (psi)
0341284-41-C1Lattimore Materials50773000
NotesRemarks
Sampled from Revolving Drum Truck Mixer (ASTM C 172, 5.2.3)
Page 1 of 1
Form No: 18971.V1.00, Report No: FC:0341284-41(c) 2000-2009 QESTLab by SpectraQEST.com
Professional 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:0341284-39-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:12/16/2010
Mix Data
Supplier
Lattimore Materials
Mix Identification
5077
Specified Design Strength (psi)
3000at age28days
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
12/8/201012/9/2010
Slump (in)
6.00
ASTM C 143
General LocationCoppell Tennis Ctr.Slump w/ plasticizer (in)
N/A
Flatwork/Sidewalks between Tennis Courts #5 &
Sample LocationAir Temp (°F)
47
Curing MethodConcrete Temp (°F)
One day Field/Laboratory Cure56
ASTM C 1064
Field Sample NoField Cure Temp (°F)HighAir Content (%)
5.10
ASTM C 231
LowUnit Weight (pcf)
ASTM C 138
ContractorBatch Size (yd³)
10
Truck No.Ticket No.Water Added (gal)Before
50303286323
Sampled ByAfter
Quwan Shields
Submitted ByTime Batched10:15
Quwan Shields
WeatherTime Sampled11:09
Cold and Clear
Est. Wind (mph)Yd³ Placed10.0Time Placed11:11
Est. Rh (%)Time In Truck (mins)56
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-39-C1\112/15/1073.998.0012.50U2265021810
0341284-39-C1\212/15/1073.998.0012.50U2176021740
0341284-39-C1\301/05/1128U3000
0341284-39-C1\401/05/1128U3000
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:0341284-39-C1(c) 2000-2009 QESTLab by SpectraQEST.com Page 1 of 1