Tennis Ctr Exp-LR101122Professional 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:0341284-33-C2
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:11/22/2010
Mix Data
Supplier
REDI-MIX
Mix Identification
10J11504
Specified Design Strength (psi)
3000at age28days
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
10/21/201010/22/2010
Slump (in)
4.00
General LocationTennis Courts 9 & 10Slump w/ plasticizer (in)
N/A
Tennis Court # 10 @ South Beam
Sample LocationAir Temp (°F)
60
Curing MethodConcrete Temp (°F)
One day Field/Laboratory Cure75
ASTM C 1064
Field Sample NoField Cure Temp (°F)HighAir Content (%)
4.20
ASTM C 231
LowUnit Weight (pcf)
ASTM C 138
ContractorBatch Size (yd³)
10
Truck No.Ticket No.Water Added (gal)Before
133325260470
Sampled ByAfter
Quwan Shields
Submitted ByTime Batched14:57
Quwan Shields
WeatherTime Sampled16:00
Clear
Est. Wind (mph)Yd³ Placed160.0Time Placed15:44
Est. Rh (%)Time In Truck (mins)47
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-33-C2\110/28/1076.0012.0028.27U11273033990
0341284-33-C2\210/28/1076.0012.0028.27U10995033890
0341284-33-C2\311/18/10285.9912.0028.18U138390249103000
0341284-33-C2\411/18/10285.9912.0028.18U129810246103000
NotesRemarks
1.Sampling to ASTM C 172FailureMode: 2 = C39: Vert crack/ cone opposite end; C1314: Cone & Shear, 3 = C39: Vert
2.Specimen(s) Prepared to ASTM C 31cracking/no cones; C1314: Cone & Split
3.Capping B=Bonded ASTM C 617, U=Unbonded ASTM C 1231, C = Combined
Form No: 18970.V1.00, Report No: CON:0341284-33-C2(c) 2000-2009 QESTLab by SpectraQEST.com Page 1 of 1
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:0341284-33-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:11/22/2010
Mix Data
Supplier
REDI-MIX
Mix Identification
10J11504
Specified Design Strength (psi)
3000at age28days
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
10/21/201010/22/2010
Slump (in)
5.75
General LocationTennis Courts 9 & 10Slump w/ plasticizer (in)
N/A
Tennis Courts # 10 @ 40'S X 28'W of NE Corner
Sample LocationAir Temp (°F)
64
Curing MethodConcrete Temp (°F)
One day Field/Laboratory Cure76
ASTM C 1064
Field Sample NoField Cure Temp (°F)HighAir Content (%)
4.60
ASTM C 231
LowUnit Weight (pcf)
ASTM C 138
ContractorBatch Size (yd³)
10
Truck No.Ticket No.Water Added (gal)Before
103325260434
Sampled ByAfter
Quwan Shields
Submitted ByTime Batched13:39
Quwan Shields
WeatherTime Sampled14:49
Clear
Est. Wind (mph)Yd³ Placed60.0Time Placed14:33
Est. Rh (%)Time In Truck (mins)54
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-33-C1\110/28/1076.0012.0028.27U8633023050
0341284-33-C1\210/28/1076.0012.0028.27U8784023110
0341284-33-C1\311/18/10285.9912.0028.18U110440239203000
0341284-33-C1\411/18/10285.9912.0028.18U103330236703000
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:0341284-33-C1(c) 2000-2009 QESTLab by SpectraQEST.com Page 1 of 1