Tennis Ctr Exp-LR100728Professional 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: MAT:0341284-2-S1
Aggregate/Soil 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:7/28/2010
Sample Details
Sample ID:Lift:
0341284-2-S1
Client Sample ID:
Date Sampled:
07/21/10
Sampled By:
Gerald Hope
Specification:
95
Supplier:
Source:
Onsite Material
Material:
Tan and Brown Clay
Sampling Method:
Stockpile/Trans - ASTM D 75 - 5.3.3
General Location:
Tennis Courts
Location:North Half of Tennis Courtyard, Elev: SG
Test Results
DescriptionMethodResultLimits
Liquid LimitASTM D 4318 - 0564
MethodMethod A
Plastic Limit19
Plasticity Index45
Sample historyAir-dried
Material retained on 425µm (No. 40) (%)0.0
Material Finer than 75µm (%)ASTM D 1140 - 0094.3
Test MethodMethod A
Initial dry mass (g)171.9
Dry mass determinationDry mass directly determined
Maximum Dry Density (lbf/ft³)ASTM D 698 - 07101.5
Optimum Moisture Content (%)22.8
MethodA
Preparation MethodMoist
Retained Sieve No 4 (4.75mm) (%)0
Date Tested7/22/2010
Comments
N/A
Form No: 18909.V1.00, Report No: MAT:0341284-2-S1(c) 2000-2009 QESTLab by SpectraQEST.com 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: MAT:0341284-2-S2
Aggregate/Soil 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:7/28/2010
Sample Details
Sample ID:Lift:
0341284-2-S2
Client Sample ID:
Date Sampled:
07/21/10
Sampled By:
Gerald Hope
Specification:
95
Supplier:
Source:
Onsite Material
Material:
Dark Brown and Tan Clay
Sampling Method:
Stockpile/Trans - ASTM D 75 - 5.3.3
General Location:
Tennis Courts
Location:North Half of Tennis Court Area, Elev: SG
Test Results
DescriptionMethodResultLimits
Maximum Dry Density (lbf/ft³)ASTM D 698 - 0789.7
Optimum Moisture Content (%)26.4
MethodA
Preparation MethodMoist
Apparent SG (Fines)2.65
Retained Sieve No 4 (4.75mm) (%)0
Date Tested7/22/2010
Material Finer than 75µm (%)ASTM D 1140 - 0095.0
Test MethodMethod A
Initial dry mass (g)142.5
Dry mass determinationDry mass directly determined
Liquid LimitASTM D 4318 - 0564
MethodMethod A
Plastic Limit21
Plasticity Index43
Sample historyAir-dried
Material retained on 425µm (No. 40) (%)0.0
Comments
N/A
Form No: 18909.V1.00, Report No: MAT:0341284-2-S2(c) 2000-2009 QESTLab by SpectraQEST.com 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: SDFR:0341284-3/1
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: 8/3/2010
Date:
7/28/2010
WEATHER:
Overcast
TEMPERATURE RANGE: TO
85 95
PSI REPRESENTATIVE:
Kirk See
TYPE OF INSPECTION BEING PERFORMED
SOILS CONCRETE
FOUNDATIONS BATCH PLANT
CONTROLLED FILL (COMPACTION) PLACEMENT (JOB SITE)
SOIL SAMPLE PICK UP
ASPHALT OTHER
BATCH PLANT
PLACEMENT (JOB SITE)
BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE:
On this date, a representative was present at the above referenced project for the purpose of obtaining and transporting one
select fill soil sample to the laboratory for processing and testing.
Page 1 of 1