Tennis Ctr Exp-LR101025Professional 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:0341284-28-C4
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:10/25/2010
Mix Data
Supplier
REDI-MIX
Mix Identification
10J11504
Specified Design Strength (psi)
3000at age28days
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
10/8/2010
Slump (in)
4.75
General LocationSlab on GradeSlump w/ plasticizer (in)
N/A
10'N, 5'E of SW Corner of Court # 11
Sample LocationAir Temp (°F)
57
Curing MethodConcrete Temp (°F)
61
ASTM C 1064
Field Sample NoField Cure Temp (°F)HighAir Content (%)
4.80
ASTM C 231
LowUnit Weight (pcf)
ASTM C 138
ContractorBatch Size (yd³)
10
Truck No.Ticket No.Water Added (gal)Before
137125255931
Sampled ByAfter
Kirk See
Submitted ByTime Batched17:21
Kirk See
WeatherTime Sampled18:00
Mild and Clear
Est. Wind (mph)Yd³ Placed320.0Time Placed17:58
Est. Rh (%)Time In Truck (mins)37
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-28-C4\110/15/1074.008.0012.57U2984022370
0341284-28-C4\210/15/1074.008.0012.57U2696022150
0341284-28-C4\311/05/1028U3000
0341284-28-C4\411/05/1028U3000
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:0341284-28-C4(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:0341284-28-C3
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:10/25/2010
Mix Data
Supplier
REDI-MIX
Mix Identification
10J11504
Specified Design Strength (psi)
3000at age28days
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
10/8/2010
Slump (in)
4.50
General LocationSlab on GradeSlump w/ plasticizer (in)
N/A
110'S, 20'E of NW Corner of Court # 11
Sample LocationAir Temp (°F)
57
Curing MethodConcrete Temp (°F)
63
ASTM C 1064
Field Sample NoField Cure Temp (°F)HighAir Content (%)
4.70
ASTM C 231
LowUnit Weight (pcf)
ASTM C 138
ContractorBatch Size (yd³)
10
Truck No.Ticket No.Water Added (gal)Before
138325255887
Sampled ByAfter
Kirk See
Submitted ByTime Batched16:37
Kirk See
WeatherTime Sampled17:10
Mild and Clear
Est. Wind (mph)Yd³ Placed250.0Time Placed17:03
Est. Rh (%)Time In Truck (mins)26
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-28-C3\110/15/1074.008.0012.57U3946023140
0341284-28-C3\210/15/1074.008.0012.57U3944023140
0341284-28-C3\311/05/1028U3000
0341284-28-C3\411/05/1028U3000
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:0341284-28-C3(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:0341284-28-C2
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:10/25/2010
Mix Data
Supplier
REDI-MIX
Mix Identification
10J11504
Specified Design Strength (psi)
3000at age28days
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
10/8/2010
Slump (in)
4.25
General LocationSlab on GradeSlump w/ plasticizer (in)
N/A
15'N, 30'W of SE Corner of Court # 12
Sample LocationAir Temp (°F)
58
Curing MethodConcrete Temp (°F)
66
ASTM C 1064
Field Sample NoField Cure Temp (°F)HighAir Content (%)
5.00
ASTM C 231
LowUnit Weight (pcf)
ASTM C 138
ContractorBatch Size (yd³)
10
Truck No.Ticket No.Water Added (gal)Before
134925255843
Sampled ByAfter
Kirk See
Submitted ByTime Batched15:33
Kirk See
WeatherTime Sampled16:09
Mild and Clear
Est. Wind (mph)Yd³ Placed130.0Time Placed16:05
Est. Rh (%)Time In Truck (mins)32
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-28-C2\110/15/1074.008.0012.57U4411033510
0341284-28-C2\210/15/1074.008.0012.57U4332023450
0341284-28-C2\311/05/1028U3000
0341284-28-C2\411/05/1028U3000
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:0341284-28-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:0341284-28-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:10/25/2010
Mix Data
Supplier
REDI-MIX
Mix Identification
10J11504
Specified Design Strength (psi)
3000at age28days
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
10/8/2010
Slump (in)
6.50
General LocationSlab on GradeSlump w/ plasticizer (in)
N/A
10'S, 20'W of NE Corner of Court # 12
Sample LocationAir Temp (°F)
58
Curing MethodConcrete Temp (°F)
62
ASTM C 1064
Field Sample NoField Cure Temp (°F)HighAir Content (%)
4.90
ASTM C 231
LowUnit Weight (pcf)
ASTM C 138
ContractorBatch Size (yd³)
10
Truck No.Ticket No.Water Added (gal)Before
137725255805
Sampled ByAfter
Kirk See
Submitted ByTime Batched14:29
Kirk See
WeatherTime Sampled15:00
Mild and Clear
Est. Wind (mph)Yd³ Placed30.0Time Placed15:11
Est. Rh (%)Time In Truck (mins)42
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-28-C1\110/15/1074.008.0012.57U4107023270
0341284-28-C1\210/15/1074.008.0012.57U3980023170
0341284-28-C1\311/05/1028U3000
0341284-28-C1\411/05/1028U3000
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:0341284-28-C1(c) 2000-2009 QESTLab by SpectraQEST.com Page 1 of 1