Tennis Ctr Exp-LR101101�TO�Bu71LO
Concrete Test Report
Client: SCHMOLDT CONSTRUCTION
5797 CR 126, SUITE A
CELINA, 75009
Project: COPPELL TENNIS CENTER
COPPELL, TX
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 -C3
Issue No: 1
CC: CARY SC HMOLDT
These test results apply only to the specific locations and materials noted
CHRIS HOUSE
and may not represent any other locations or elevations. This report may
Measured Specified
not be reproduced, except in full, without written permission by
GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
4.75
JOHN ELIAS
Tennis Courts 9 & 10
JOHN FIELDER
LARRY DAVIS
Sample Location
Approved Signatory: Ronald Yeoman (Project Manager)
LEE STONE
Date of Issue: 11/1/2010
Mix Data
Supplier REDI -MIX
Mix Identification 10J11504
Specified Design Strength (psi) 3000 at age 28 days
Details of Sample
Date Sampled
10/21/2010 Date Received 10/22/2010
Time Sampled
16:54
Measured Specified
16:39
Time In Truck (mins)
Slump (in)
28 U
4.75
General Location
Tennis Courts 9 & 10
Slump w/ plasticizer (in)
N/A
Sample Location
Tennis Court # 9 @ 66'N X 18'E of SW Corner
Air Temp ( °F)
60
Curing Method
One day Field /Laboratory Cure
Concrete Temp ( °F)
ASTM C 1064
78
Field Sample No
Field Cure Temp ( °F) High
Air Content (%)
ASTM C 231
4.70
Low
Unit Weight (pcf)
ASTM C 138
Contractor
Batch Size (yd')
10
Truck No.
1349 Ticket No. 25260500
Water Added (gal)
Before
Sampled By
Quwan Shields
After
Submitted By Quwan Shields
Weather Clear
Est. Wind (mph) Yd' Placed 260.0
Est. Rh ( %)
Compressive Strength of Concrete Cylinders
Specimen ID Date Tested Age Dimensions (in) Area (in 2)
(days) Diameter Height
Time Batched
15:37
Time Sampled
16:54
Time Placed
16:39
Time In Truck (mins)
62
ASTM C 39
Type of Ultimate Type of Compressive Required
Cap Load (Ibf) Fracture Strength (psi) Strength (psi)
0341284- 33 -C3 \1
10/28/10
7 6.00 12.00 28.27 U
0341284- 33 -C3\2
10/28/10
7 6.00 12.00 28.27 U
0341284- 33 -C3 \3
11/18/10
28 U
0341284- 33 -C3 \4
11/18/10
28 U
112740 2 3990
110750 2 3920
3000
3000
Notes
1.Sampling to ASTM C 172
2.Specimen(s) Prepared to ASTM C 31
3.Capping B= Bonded ASTM C 617, U= Unbonded ASTM C 1231, C = Combined
0 :
com
PSIr7P 1 of 1
Remarks
FailureMode: 2 = C39: Vert crack/ cone opposite end, C1314: Cone & Shear
�TO�Bu71LO
Concrete Test Report
Client: SCHMOLDT CONSTRUCTION
5797 CR 126, SUITE A
CELINA, 75009
Project: COPPELL TENNIS CENTER
COPPELL, TX
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 -C2
Issue No: 1
CC: CARY SC HMOLDT
These test results apply only to the specific locations and materials noted
CHRIS HOUSE
and may not represent any other locations or elevations. This report may
Measured Specified
not be reproduced, except in full, without written permission by
GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
4.00
JOHN ELIAS
Tennis Courts 9 & 10
JOHN FIELDER
LARRY DAVIS
Sample Location
Approved Signatory: Ronald Yeoman (Project Manager)
LEE STONE
Date of Issue: 11/1/2010
Mix Data
Supplier REDI -MIX
Mix Identification 10J11504
Specified Design Strength (psi) 3000 at age 28 days
Details of Sample
Date Sampled
10/21/2010 Date Received 10/22/2010
Time Sampled
16:00
Measured Specified
15:44
Time In Truck (mins)
Slump (in)
28 U
4.00
General Location
Tennis Courts 9 & 10
Slump w/ plasticizer (in)
N/A
Sample Location
Tennis Court # 10 @ South Beam
Air Temp ( °F)
60
Curing Method
One day Field /Laboratory Cure
Concrete Temp ( °F)
ASTM C 1064
75
Field Sample No
Field Cure Temp ( °F) High
Air Content (%)
ASTM C 231
4.20
Low
Unit Weight (pcf)
ASTM C 138
Contractor
Batch Size (yd')
10
Truck No.
1333 Ticket No. 25260470
Water Added (gal)
Before
Sampled By
Quwan Shields
After
Submitted By Quwan Shields
Weather Clear
Est. Wind (mph) Yd' Placed 160.0
Est. Rh ( %)
Compressive Strength of Concrete Cylinders
Specimen ID Date Tested Age Dimensions (in) Area (in 2)
(days) Diameter Height
Time Batched
14:57
Time Sampled
16:00
Time Placed
15:44
Time In Truck (mins)
47
ASTM C 39
Type of Ultimate Type of Compressive Required
Cap Load (Ibf) Fracture Strength (psi) Strength (psi)
0341284- 33 -C2 \1
10/28/10
7 6.00 12.00 28.27 U
0341284- 33 -C2\2
10/28/10
7 6.00 12.00 28.27 U
0341284- 33 -C2 \3
11/18/10
28 U
0341284- 33 -C2 \4
11/18/10
28 U
112730 3 3990
109950 3 3890
3000
3000
Notes
1.Sampling to ASTM C 172
2.Specimen(s) Prepared to ASTM C 31
3.Capping B= Bonded ASTM C 617, U= Unbonded ASTM C 1231, C = Combined
0 :
com
PSIr7P 1 of 1
Remarks
FailureMode: 3 = C39: Vertcracking/no cones, C1314: Cone & Split
�TO�Bu71LO
Concrete Test Report
Client: SCHMOLDT CONSTRUCTION
5797 CR 126, SUITE A
CELINA, 75009
Project: COPPELL TENNIS CENTER
COPPELL, TX
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
Issue No: 1
CC: CARY SC HMOLDT
These test results apply only to the specific locations and materials noted
CHRIS HOUSE
and may not represent any other locations or elevations. This report may
Measured Specified
not be reproduced, except in full, without written permission by
GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
5.75
JOHN ELIAS
Tennis Courts 9 & 10
JOHN FIELDER
LARRY DAVIS
Sample Location
Approved Signatory: Ronald Yeoman (Project Manager)
LEE STONE
Date of Issue: 11/1/2010
Mix Data
Supplier REDI -MIX
Mix Identification 10J11504
Specified Design Strength (psi) 3000 at age 28 days
Details of Sample
Date Sampled
10/21/2010 Date Received 10/22/2010
Time Sampled
14:49
Measured Specified
14:33
Time In Truck (mins)
Slump (in)
28 U
5.75
General Location
Tennis Courts 9 & 10
Slump w/ plasticizer (in)
N/A
Sample Location
Tennis Courts # 10 @ 40'S X 28'W of NE Corner
Air Temp ( °F)
64
Curing Method
One day Field /Laboratory Cure
Concrete Temp ( °F)
ASTM C 1064
76
Field Sample No
Field Cure Temp ( °F) High
Air Content (%)
ASTM C 231
4.60
Low
Unit Weight (pcf)
ASTM C 138
Contractor
Batch Size (yd')
10
Truck No.
1033 Ticket No. 25260434
Water Added (gal)
Before
Sampled By
Quwan Shields
After
Submitted By Quwan Shields
Weather Clear
Est. Wind (mph) Yd' Placed 60.0
Est. Rh ( %)
Compressive Strength of Concrete Cylinders
Specimen ID Date Tested Age Dimensions (in) Area (in 2)
(days) Diameter Height
Time Batched
13:39
Time Sampled
14:49
Time Placed
14:33
Time In Truck (mins)
54
ASTM C 39
Type of Ultimate Type of Compressive Required
Cap Load (Ibf) Fracture Strength (psi) Strength (psi)
0341284 -33 -C1 \1
10/28/10
7 6.00 12.00 28.27 U
0341284 -33 -C1 \2
10/28/10
7 6.00 12.00 28.27 U
0341284- 33 -C1 \3
11/18/10
28 U
0341284- 33 -C1 \4
11/18/10
28 U
86330 2 3050
87840 2 3110
3000
3000
Notes
1.Sampling to ASTM C 172
2.Specimen(s) Prepared to ASTM C 31
3.Capping B= Bonded ASTM C 617, U= Unbonded ASTM C 1231, C = Combined
0 :
com
PSIr7P 1 of 1
Remarks
FailureMode: 2 = C39: Vert crack/ cone opposite end, C1314: Cone & Shear
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:0341284-24-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:11/1/2010
Mix Data
Supplier
Lattimore Materials
Mix Identification
5077
Specified Design Strength (psi)
3000at age28days
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
9/29/2010
Slump (in)
4.25
General LocationBldg. Slab AdditionSlump w/ plasticizer (in)
N/A
5'S/5'E of the NW Corner of Bldg. Slab
Sample LocationAir Temp (°F)
62
Curing MethodConcrete Temp (°F)
78
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
70586378070
Sampled ByAfter
Kevin Graham
Submitted ByTime Batched05:54
Kevin Graham
WeatherTime Sampled06:35
Mild and Clear
Est. Wind (mph)Yd³ Placed10.0Time Placed06:45
Est. Rh (%)Time In Truck (mins)51
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-24-C1\110/06/1075.9712.0027.99U11339024050
0341284-24-C1\210/06/1075.9712.0027.99U11894034250
0341284-24-C1\310/27/10286.0012.0028.27U139480249303000
0341284-24-C1\410/27/10286.0012.0028.27U142440250403000
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:0341284-24-C1(c) 2000-2009 QESTLab by SpectraQEST.com Page 1 of 1