Tennis Ctr Exp-LR101207Professional 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:0341284-36-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:12/7/2010
Mix Data
Supplier
Mix Identification
Specified Design Strength (psi)
3000at age28days
Details of Sample
Date SampledDate ReceivedMeasuredSpecified
11/8/201011/9/2010
Slump (in)
General LocationPiersSlump w/ plasticizer (in)
N/A
Piers, Location provided by conctractor
Sample LocationAir Temp (°F)
Curing MethodConcrete Temp (°F)
One day Field/Laboratory Cure
ASTM C 1064
Field Sample NoField Cure Temp (°F)HighAir Content (%)
ASTM C 231
LowUnit Weight (pcf)
ASTM C 138
ContractorBatch Size (yd³)
Truck No.Ticket No.Water Added (gal)Before
Sampled ByAfter
Contractor
Submitted ByTime Batched
Contractor
WeatherTime Sampled
Clear
Est. Wind (mph)Yd³ PlacedTime Placed
Est. Rh (%)Time In Truck (mins)
Compressive Strength of Concrete CylindersASTM C 39
Specimen IDDate TestedAgeDimensions (in)Area (in²)Type ofUltimateType ofCompressiveRequired
(days)CapLoad (lbf)FractureStrength (psi)Strength (psi)
DiameterHeight
0341284-36-C1\111/15/1075.9912.0028.18U6465022290
0341284-36-C1\211/15/1075.9912.0028.18U6493022300
0341284-36-C1\312/06/10285.9912.0028.18U90030231903000
0341284-36-C1\412/06/10285.9912.0028.18U93540233203000
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:0341284-36-C1(c) 2000-2009 QESTLab by SpectraQEST.com Page 1 of 1
_ Professional Service Industries, Inc.
Information 4087 Shilling Way
Dallas, TX 75237
M l 1 j/7 Texas Firm Registration No. F -03307
•lT oL ]�(/GI([ On Phone: (214) 330 -9211
Engineering • Consulting • Testing Fax: (214) 333 -2853
Report No:RSI:0341284 -38/1
Reinforcing Steel Inspection Report IssueNo:1
Client: SCHMOLDT CONSTRUCTION CC: CARY SCHMOLDT, These test results apply only to the spedfic locations and materals noted and
5797 CR 126, SUITEA CHRIS HOUSE, may not represent any other locations or elevations. This report may not be
reproduced, except in full, without written permission by Professional Service
GEORGE MARSHAL, Industries, Inc.
CELINA, 75009 HILLARY WHITE, �
JOHN ELIAS, JOHN
FIELDER, LARRY
Project: COPPELL TENNIS CENTER DAVIS, LEE STONE
COPPELL TX Approved Signatory: Ronald Yeoman (Project Manager)
Date of Issue: 12/8/2010
Date: 12/7/2010 Technician: Quwan Shields
Location
❑ Footing ❑ Slab -on -grade ❑ Elevated slab ❑ Piers ❑ Columns
❑ Beam ❑ Pilaster ❑ Wall Panel ❑ Foundation Wall ® Other
Building /Unit No. N/A
Elevation: N/A
Specific Location (grid lines): Flatwork /Sidewalks between tennis courts 5, 9, and 12
Plans Used: ❑ Contract Drawings ❑ Approved Shop Drawings
Current Date and Revision /Submittal No. on Drawings: N/A
Drawing (page) and Detail Nos.: N/A
Item Yes No N/A Item Yes No N/A
Size & number of bars as specified ❑ ❑ ® Bars properly tied and positioned ❑ ❑ El
Lap lengths as specified ❑ ❑ ® Bars properly supported on chairs,... ® ❑ ❑
Spacing of bars as specified ❑ ❑ ® Bars clean (no foreign matter) ® ❑ ❑
Dowels in place and tied ® ❑ ❑ Clearance around rebar as specified ❑ ❑
Epoxy coating specified ❑ ❑ ® Rebar epoxy coated ❑ ❑ El
Non - Conformance Items
Description Who Notified How / Date Corrected
Remarks:
No plans on site for flatwork per Chris with Schmoldt Construction. Technician observed #3 rebar @ 12" O.C. Rebar was properly chaired,
and the dowels and redwood were in place at the control joints.
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