Tennis Ctr Exp-LR100809Professional 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:0341284-5-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:8/9/2010
Mix Data
Mix Data Submitted ByMaterialSourceAmountMoisture
REDI-MIX
Supplier
REDI-MIXCement 1 (lb)N/A
Mix Identification
10J11504Cement 2 (lb)N/A
Specified Design Strength (psi)
3000at age28daysFly Ash (lb)N/A
Design Unit Weight (pcf)
Coarse Agg 1 (lb)
Cement Factor (Sacks/yd³)
Coarse Agg 2 (lb)
Water-Cement Ratio (lb/lb)
Fine Agg (lb)
Admix 1 (oz)
Admix 2 (oz)
Admix 3 (oz)
Water (gal)
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
7/30/20107/31/2010
Slump (in)
4.75
ASTM C 143
General LocationSlab (Tennis Court)Slump w/ plasticizer (in)
N/A
3'S by 8'E of NW Corner Slab
Sample LocationAir Temp (°F)
78
Curing MethodConcrete Temp (°F)
One day Field/Laboratory Cure90
ASTM C 1064
Field Sample NoField Cure Temp (°F)HighAir Content (%)
3.50
ASTM C 231
LowUnit Weight (pcf)
ASTM C 138
ContractorBatch Size (yd³)
10
Truck No.Ticket No.Water Added (gal)Before
129225231229
Sampled ByAfter
Kiley Brown
Submitted ByTime Batched03:33
Kiley Brown
WeatherTime Sampled04:12
Mild and Clear
Est. Wind (mph)Yd³ Placed10.0Time Placed04:20
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
0341284-5-C1\108/06/1075.9912.0028.18U8351052960
0341284-5-C1\208/09/10106.0012.0028.27U9044023200
0341284-5-C1\308/09/10106.0012.0028.27U9231053260
0341284-5-C1\408/27/1028U3000
0341284-5-C1\508/27/1028U3000
NotesRemarks
1.Sampling to ASTM C 172FailureMode: 2 = C39: Vert crack/ cone opposite end; C1314: Cone & Shear, 5 = C39: Side
2.Specimen(s) Prepared to ASTM C 31fracture-opposite ends; C1314: Semi-Conical Break
3.Capping B=Bonded ASTM C 617, U=Unbonded ASTM C 1231, C = Combined
Form No: 18970.V1.00, Report No: CON:0341284-5-C1(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:0341284-5-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:8/9/2010
Mix Data
Mix Data Submitted ByMaterialSourceAmountMoisture
REDI-MIX
Supplier
REDI-MIXCement 1 (lb)N/A
Mix Identification
10J11504Cement 2 (lb)N/A
Specified Design Strength (psi)
3000at age28daysFly Ash (lb)N/A
Design Unit Weight (pcf)
Coarse Agg 1 (lb)
Cement Factor (Sacks/yd³)
Coarse Agg 2 (lb)
Water-Cement Ratio (lb/lb)
Fine Agg (lb)
Admix 1 (oz)
Admix 2 (oz)
Admix 3 (oz)
Water (gal)
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
7/30/20107/31/2010
Slump (in)
5.00
ASTM C 143
General LocationSlab (Tennis Court)Slump w/ plasticizer (in)
N/A
30'S by 10'W of NE Corner Slab
Sample LocationAir Temp (°F)
79
Curing MethodConcrete Temp (°F)
One day Field/Laboratory Cure90
ASTM C 1064
Field Sample NoField Cure Temp (°F)HighAir Content (%)
4.00
ASTM C 231
LowUnit Weight (pcf)
ASTM C 138
ContractorBatch Size (yd³)
10
Truck No.Ticket No.Water Added (gal)Before
135925231295
Sampled ByAfter
Kiley Brown
Submitted ByTime Batched05:14
Kiley Brown
WeatherTime Sampled05:45
Mild and Clear
Est. Wind (mph)Yd³ Placed130.0Time Placed05:55
Est. Rh (%)Time In Truck (mins)41
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-5-C2\108/06/1075.9912.0028.18U7887022800
0341284-5-C2\208/09/10106.0012.0028.27U8680023070
0341284-5-C2\308/09/10106.0012.0028.27U8687023070
0341284-5-C2\408/27/1028U3000
0341284-5-C2\508/27/1028U3000
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:0341284-5-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:0341284-5-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:8/9/2010
Mix Data
Mix Data Submitted ByMaterialSourceAmountMoisture
REDI-MIX
Supplier
REDI-MIXCement 1 (lb)N/A
Mix Identification
10J11504Cement 2 (lb)N/A
Specified Design Strength (psi)
3000at age28daysFly Ash (lb)N/A
Design Unit Weight (pcf)
Coarse Agg 1 (lb)
Cement Factor (Sacks/yd³)
Coarse Agg 2 (lb)
Water-Cement Ratio (lb/lb)
Fine Agg (lb)
Admix 1 (oz)
Admix 2 (oz)
Admix 3 (oz)
Water (gal)
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
7/30/20107/31/2010
Slump (in)
4.50
ASTM C 143
General LocationSlab (Tennis Court)Slump w/ plasticizer (in)
N/A
25'N by 6'W of SE Corner Slab
Sample LocationAir Temp (°F)
79
Curing MethodConcrete Temp (°F)
One day Field/Laboratory Cure91
ASTM C 1064
Field Sample NoField Cure Temp (°F)HighAir Content (%)
3.80
ASTM C 231
LowUnit Weight (pcf)
ASTM C 138
ContractorBatch Size (yd³)
10
Truck No.Ticket No.Water Added (gal)Before
138825231320
Sampled ByAfter
Kiley Brown
Submitted ByTime Batched06:00
Kiley Brown
WeatherTime Sampled06:40
Mild and Clear
Est. Wind (mph)Yd³ Placed200.0Time Placed06:50
Est. Rh (%)Time In Truck (mins)50
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-5-C3\108/06/1075.9912.0028.18U832400229540
0341284-5-C3\208/09/10106.0012.0028.27U9131053230
0341284-5-C3\308/09/10106.0012.0028.27U8945023160
0341284-5-C3\408/27/1028U3000
0341284-5-C3\508/27/1028U3000
NotesRemarks
1.Sampling to ASTM C 172FailureMode: 2 = C39: Vert crack/ cone opposite end; C1314: Cone & Shear, 5 = C39: Side
2.Specimen(s) Prepared to ASTM C 31fracture-opposite ends; C1314: Semi-Conical Break
3.Capping B=Bonded ASTM C 617, U=Unbonded ASTM C 1231, C = Combined
Form No: 18970.V1.00, Report No: CON:0341284-5-C3(c) 2000-2009 QESTLab by SpectraQEST.com Page 1 of 1