Tennis Ctr Exp-LR110103Professional 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: SDFR:0341284-47/1
Summary Daily Field Report
Issue: 1
CARY SCHMOLDT,
Client: CC: These test results apply only to the specific locations and materials noted and
SCHMOLDT CONSTRUCTION
may not represent any other locations or elevations. This report may not be
CHRIS HOUSE,
5797 CR 126, SUITE A
reproduced, except in full, without written permission by Professional Service
GEORGE MARSHAL,
Industries, Inc.
HILLARY WHITE,
CELINA, 75009
JOHN ELIAS, JOHN
FIELDER, LARRY
Project:
COPPELL TENNIS CENTER
DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
COPPELL TX
Date of Issue: 1/3/2011
Date:
12/29/2010
WEATHER:
RAINY
TEMPERATURE RANGE: TO
45 50
PSI REPRESENTATIVE:
KIRK SEE
TYPE OF INSPECTION BEING PERFORMED
SOILS CONCRETE
FOUNDATIONS BATCH PLANT
CONTROLLED FILL (COMPACTION) PLACEMENT (JOB SITE)
CYLINDER PICK-UP
ASPHALT OTHER
BATCH PLANT
PLACEMENT (JOB SITE)
BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE:
On this date, our representative picked up and transported (2) sets of (4) concrete test cylinders to the laboratory for curing
and testing.
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: FC:0341284-46
Concrete Field 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:1/3/2011
General Field Data
Kirk See
Technician:
12/28/2010
Test Date:
Overcast
Weather:
Test Results
Set No.SpecimensTicketTime BatchedTimeCubic YardsSlump (in)Air ContentAir Temp. (°F)Concrete
MadeUnloadedPlaced(%)Temp. (°F)
0341284-46-C142528247515:3716:0250.04.004.204454
0341284-46-C242528248116:3217:21110.03.754.604757
Location & Remarks
Set No.Location
General Location:
Slab on Grade
0341284-46-C120'S X 30'W of NE Corner of Practice Court
0341284-46-C25'S X 50'E of NW Corner of Practice Court
Mix Data
Set No.SupplierMixDesign Strength (psi)
0341284-46-C1REDI-MIX10J115043000
0341284-46-C2REDI-MIX10J115043000
NotesRemarks
Sampled from Revolving Drum Truck Mixer (ASTM C 172, 5.2.3)
Page 1 of 1
Form No: 18971.V1.00, Report No: FC:0341284-46(c) 2000-2009 QESTLab by SpectraQEST.com
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: SDFR:0341284-44/1
Summary Daily Field Report
Issue: 1
CARY SCHMOLDT,
Client: CC: These test results apply only to the specific locations and materials noted and
SCHMOLDT CONSTRUCTION
may not represent any other locations or elevations. This report may not be
CHRIS HOUSE,
5797 CR 126, SUITE A
reproduced, except in full, without written permission by Professional Service
GEORGE MARSHAL,
Industries, Inc.
HILLARY WHITE,
CELINA, 75009
JOHN ELIAS, JOHN
FIELDER, LARRY
Project:
COPPELL TENNIS CENTER
DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
COPPELL TX
Date of Issue: 1/3/2011
Date:
12/23/2010
WEATHER:
OVERCAST
TEMPERATURE RANGE: TO
40 45
PSI REPRESENTATIVE:
KIRK SEE
TYPE OF INSPECTION BEING PERFORMED
SOILS CONCRETE
FOUNDATIONS BATCH PLANT
CONTROLLED FILL (COMPACTION) PLACEMENT (JOB SITE)
CYLINDER PICK-UP
ASPHALT OTHER
BATCH PLANT
PLACEMENT (JOB SITE)
BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE:
On this date, our representative picked up and transported (1) set of (4) concrete test cylinders to the laboratory for curing
and testing.
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:0341284-43-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:1/3/2011
Mix Data
Supplier
Lattimore Materials
Mix Identification
5077
Specified Design Strength (psi)
3000at age28days
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
12/21/201012/23/2010
Slump (in)
4.00
ASTM C 143
General LocationPavingSlump w/ plasticizer (in)
N/A
10'N X 3'W of NW Corner Bldg. (Pro Shop)
Sample LocationAir Temp (°F)
62
Curing MethodConcrete Temp (°F)
Two day Field/Laboratory Cure74
ASTM C 1064
Field Sample NoField Cure Temp (°F)HighAir Content (%)
6.00
ASTM C 231
LowUnit Weight (pcf)
ASTM C 138
ContractorBatch Size (yd³)
10
Truck No.Ticket No.Water Added (gal)Before
70086382823
Sampled ByAfter
Kiley Brown
Submitted ByTime Batched06:30
Kiley Brown
WeatherTime Sampled07:20
Clear
Est. Wind (mph)Yd³ Placed10.0Time Placed07:30
Est. Rh (%)Time In Truck (mins)60
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-43-C1\112/28/1073.998.0012.50U3894023110
0341284-43-C1\212/28/1073.998.0012.50U3768023010
0341284-43-C1\301/18/1128U3000
0341284-43-C1\401/18/1128U3000
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:0341284-43-C1(c) 2000-2009 QESTLab by SpectraQEST.com Page 1 of 1