Tennis Ctr Exp-LR110127Professional 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:0341284-46-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:1/27/2011
Mix Data
Supplier
REDI-MIX
Mix Identification
10J11504
Specified Design Strength (psi)
3000at age28days
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
12/28/201012/29/2010
Slump (in)
3.75
ASTM C 143
General LocationSlab on GradeSlump w/ plasticizer (in)
N/A
5'S X 50'E of NW Corner of Practice Court
Sample LocationAir Temp (°F)
47
Curing MethodConcrete Temp (°F)
One day Field/Laboratory Cure57
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
133325282481
Sampled ByAfter
Kirk See
Submitted ByTime Batched16:32
Kirk See
WeatherTime Sampled17:15
Overcast
Est. Wind (mph)Yd³ Placed110.0Time Placed17:21
Est. Rh (%)Time In Truck (mins)49
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-46-C2\101/04/1174.008.0012.57U5471024350
0341284-46-C2\201/04/1174.008.0012.57U5462024350
0341284-46-C2\301/25/11283.998.0012.50U63410250703000
0341284-46-C2\401/25/11283.998.0012.50U64550251603000
Average 28 Day Compressive Strength (psi)5120
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:0341284-46-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:0341284-46-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:1/27/2011
Mix Data
Supplier
REDI-MIX
Mix Identification
10J11504
Specified Design Strength (psi)
3000at age28days
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
12/28/201012/29/2010
Slump (in)
3.75
ASTM C 143
General LocationSlab on GradeSlump w/ plasticizer (in)
N/A
5'S X 50'E of NW Corner of Practice Court
Sample LocationAir Temp (°F)
47
Curing MethodConcrete Temp (°F)
One day Field/Laboratory Cure57
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
133325282481
Sampled ByAfter
Kirk See
Submitted ByTime Batched16:32
Kirk See
WeatherTime Sampled17:15
Overcast
Est. Wind (mph)Yd³ Placed110.0Time Placed17:21
Est. Rh (%)Time In Truck (mins)49
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-46-C2\101/04/1174.008.0012.57U5471024350
0341284-46-C2\201/04/1174.008.0012.57U5462024350
0341284-46-C2\301/25/11283.998.0012.50U63410250703000
0341284-46-C2\401/25/11283.998.0012.50U64550251603000
Average 28 Day Compressive Strength (psi)5120
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:0341284-46-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:0341284-46-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:1/27/2011
Mix Data
Supplier
REDI-MIX
Mix Identification
10J11504
Specified Design Strength (psi)
3000at age28days
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
12/28/201012/29/2010
Slump (in)
4.00
ASTM C 143
General LocationSlab on GradeSlump w/ plasticizer (in)
N/A
20'S X 30'W of NE Corner of Practice Court
Sample LocationAir Temp (°F)
44
Curing MethodConcrete Temp (°F)
One day Field/Laboratory Cure54
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
135925282475
Sampled ByAfter
Kirk See
Submitted ByTime Batched15:37
Kirk See
WeatherTime Sampled15:59
Overcast
Est. Wind (mph)Yd³ Placed50.0Time Placed16:02
Est. Rh (%)Time In Truck (mins)25
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-46-C1\101/04/1174.008.0012.57U4826023840
0341284-46-C1\201/04/1174.008.0012.57U4742033770
0341284-46-C1\301/25/11283.998.0012.50U64130351303000
0341284-46-C1\401/25/11283.998.0012.50U59940247903000
Average 28 Day Compressive Strength (psi)4960
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:0341284-46-C1(c) 2000-2009 QESTLab by SpectraQEST.com Page 1 of 1