Tennis Ctr Exp-LR101208Professional 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:0341284-38
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:12/8/2010
General Field Data
Quwan Shields
Technician:
12/7/2010
Test Date:
Cold
Weather:
Test Results
Set No.SpecimensTicketTime BatchedCubic YardsSlump (in)Air Content (%)Air Temp. (°F)Concrete Temp.
MadePlaced(°F)
0341284-38-C14328623410:0210.05.505.804650
Location & Remarks
Set No.Location
General Location:
Flatwork/Sidewalks
0341284-38-C1Flatwork between Tennis Courts #9 & 12
Mix Data
Set No.SupplierMixDesign Strength (psi)
0341284-38-C1Lattimore Materials50773000
NotesRemarks
Sampled from Revolving Drum Truck Mixer (ASTM C 172, 5.2.3)
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Form No: 18971.V1.00, Report No: FC:0341284-38(c) 2000-2009 QESTLab by SpectraQEST.com
Professional Service Industries, Inc.
Information 4087 Shilling Way
Dallas, TX 75237
. Texas Firm Registration No. F -03307
. To Build Phone: (214) 330 -9211
Engineering • C onsulting • T esting Fax: (214) 333 -2853
— _..__._..... _.._ ____. Report No:RSI:0341284 -3811
Reinforcing Steel Inspection Report IssueNo:1
Client: SCHMOLDT CONSTRUCTION CC: CARY SCHMOLDT, These test results apply only to the specific locations and materials noted and
5797 CR 126, SUITE A 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, � y .
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: Cl Contract Drawings 11 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 ❑ ❑ El
Epoxy coating specified ❑ ❑ ® Rebar epoxy coated ❑ ❑ EI
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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