Tennis Ctr Exp-LR101012Professional 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:0341284-29/1
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: 10/12/2010
Date:
10/9/2010
WEATHER:
CLEAR
TEMPERATURE RANGE: TO
70 76
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 (4) 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:0341284-27
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:10/12/2010
General Field Data
Kirk See
Technician:
10/7/2010
Test Date:
Mild and Clear
Weather:
Test Results
Set No.SpecimensTicketTime BatchedTimeCubic YardsSlump (in)Air ContentAir Temp. (°F)Concrete
MadeUnloadedPlaced(%)Temp. (°F)
0341284-27-C14328318013:0514:289.01.004.708183
Location & Remarks
Set No.Location
General Location:
Light Pole Bases
0341284-27-C1SW Pole for Practice Court
Mix Data
Set No.SupplierMixDesign Strength (psi)
0341284-27-C1Lattimore Materials50773000
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:0341284-27(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: FC:0341284-28
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:10/12/2010
General Field Data
Kirk See
Technician:
10/8/2010
Test Date:
Mild and Clear
Weather:
Test Results
Set No.SpecimensTicketTime BatchedTimeCubic YardsSlump (in)Air ContentAir Temp. (°F)Concrete
MadeUnloadedPlaced(%)Temp. (°F)
0341284-28-C142525580514:2915:1130.06.504.905862
0341284-28-C242525584315:3316:05130.04.255.005866
0341284-28-C342525588716:3717:03250.04.504.705763
0341284-28-C442525593117:2117:58320.04.754.805761
Location & Remarks
Set No.Location
General Location:
Slab on Grade
0341284-28-C110'S, 20'W of NE Corner of Court # 12
0341284-28-C215'N, 30'W of SE Corner of Court # 12
0341284-28-C3110'S, 20'E of NW Corner of Court # 11
0341284-28-C410'N, 5'E of SW Corner of Court # 11
Mix Data
Set No.SupplierMixDesign Strength (psi)
0341284-28-C1REDI-MIX10J115043000
0341284-28-C2REDI-MIX10J115043000
0341284-28-C3REDI-MIX10J115043000
0341284-28-C4REDI-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:0341284-28(c) 2000-2009 QESTLab by SpectraQEST.com