Tennis Ctr Exp-LR100825Professional 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:0341284-21/1
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: 8/25/2010
Date:
8/23/2010
WEATHER:
Hot & Humid
TEMPERATURE RANGE: TO
95 100
PSI REPRESENTATIVE:
jKevin Graham
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 (1)
select fill soil sample to the laboratory for processing 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: MAT:0341284-21-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:8/25/2010
Sample Details
Sample ID:Lift:
0341284-21-S1
Client Sample ID:
Date Sampled:
08/23/10
Sampled By:
Kevin Graham
Specification:
Supplier:
Source:
Imported Material
Material:
Lt Brown Sandy Clay (Select Fill)
Sampling Method:
Stockpile/Trans - ASTM D 75 - 5.3.3
General Location:
Stockpile
Location:Stockpile next to Eisting Building
Test Results
DescriptionMethodResultLimits
Material Finer than 75µm (%)ASTM D 1140 - 0055.9
Test MethodMethod A
Initial dry mass (g)279.8
Dry mass determinationDry mass directly determined
Liquid LimitASTM D 4318 - 0529
MethodMethod A
Plastic Limit16
Plasticity Index13
Sample historyAir-dried
Material retained on 425µm (No. 40) (%)0.0
Maximum Dry Density (lbf/ft³)ASTM D 698 - 07119.7
Optimum Moisture Content (%)12.2
MethodA
Preparation MethodMoist
Apparent SG (Fines)2.65
Retained Sieve No 4 (4.75mm) (%)0
Date Tested8/24/2010
Comments
N/A
Form No: 18909.V1.00, Report No: MAT:0341284-21-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: PTR:0341284-21-S1
Proctor 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)
Date of Issue:8/25/2010
Sample Details
Sample ID:Date Sampled:
0341284-21-S18/23/2010
Sampling Method:
Stockpile/Trans - ASTM D 75 - 5.3.3
Source:Material:
Imported MaterialLt Brown Sandy Clay (Select Fill)
Specification:
Location:
Stockpile next to Eisting Building
Tested By:Date Tested:
Christopher Rodriguez8/24/2010
Dry Density - Moisture Content RelationshipTest Results
ASTM D 698 - 07
Maximum Dry Density (lbf/ft³):119.7
Optimum Moisture Content (%):12.2
Method:A
Preparation Method:Moist
Apparent SG (Fines):2.65
Retained Sieve No 4 (4.75mm) (%):0
Comments
Page 1 of 1
Form No: 110031.V1.00, Report No: PTR:0341284-21-S1(c) 2000-2009 QESTLab by SpectraQEST.com