Tennis Ctr Exp-LR100803Professional 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:0341284-3-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:8/3/2010
Sample Details
Sample ID:Lift:
0341284-3-S1
Client Sample ID:
Date Sampled:
07/28/10
Sampled By:
Kirk See
Specification:
Supplier:
Source:
Imported Material
Material:
Lt Brown Sandy Clay
Sampling Method:
Stockpile/Trans - ASTM D 75 - 5.3.3
General Location:
Westside of Project
Location:Stockpile Westside of Project
Test Results
DescriptionMethodResultLimits
Maximum Dry Density (lbf/ft³)ASTM D 698 - 07120.3
Optimum Moisture Content (%)11.4
MethodA
Preparation MethodMoist
Apparent SG (Fines)2.65
Retained Sieve No 4 (4.75mm) (%)0
Date Tested7/29/2010
Liquid LimitASTM D 4318 - 0521
MethodMethod A
Plastic Limit15
Plasticity Index6
Sample historyAir-dried
Material retained on 425µm (No. 40) (%)0.0
Material Finer than 75µm (%)ASTM D 1140 - 005.6
Test MethodMethod A
Initial dry mass (g)196.5
Dry mass determinationDry mass directly determined
Comments
N/A
Form No: 18909.V1.00, Report No: MAT:0341284-3-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: FDR:0341284-6
Field Density 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:8/3/2010
Testing Details
Tested By:
Kirk See
Field Methods:
ASTM D 6938
Lab Methods:
ASTM D 698 - 07 (A)
Date Tested:
7/31/2010
Gauge Type:
Troxler
Model Number:Serial Number:
344029509
Test Mode:Standard Count: Density:
Direct Transmission2091
Standard Count: Moisture:
699
Test Results
TestMaterialDepth of TestWet DensityMoistureDry Density RelativeLimit
No(in)(lb/ft³)Content (%)(lb/ft³)
Compaction
(%)
99.3
1
Lt Brown Clayey Sand6132.712.3118.2
96.1
2
Lt Brown Clayey Sand6126.210.4114.3
94.2*
3
Lt Brown Clayey Sand6124.310.9112.1
98.4
4
Lt Brown Clayey Sand6129.310.5117.0
96.4
5
Lt Brown Clayey Sand6127.411.1114.7
97.6
6
Lt Brown Clayey Sand6128.610.7116.2
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
Tennis Court NW Side of Site
1
20'E by 30'S of NW Bldg Cnr Pad, Elev: FG-6.0'
0341284-1-S1ASTM D 698 - 07 (A)119.012.2
2
15'W by 20'S of NE Bldg Cnr Pad, Elev: FG-6.0'
0341284-1-S1ASTM D 698 - 07 (A)119.012.2
3
35'E by 80'S of NW Bldg Cnr Pad, Elev: FG-6.0'
0341284-1-S1ASTM D 698 - 07 (A)119.012.2
4
40'W by 100'S of NE Cnr Pad, Elev: FG-6.0'
0341284-1-S1ASTM D 698 - 07 (A)119.012.2
5
15'E by 40'N of SW Bldg Cnr Pad, Elev: FG-6.0'
0341284-1-S1ASTM D 698 - 07 (A)119.012.2
6
25'W by 25'N of SE Bldg Cnr Pad, Elev: FG-6.0'
0341284-1-S1ASTM D 698 - 07 (A)119.012.2
Comments
* = Result does not meet the specification
Page 1 of 1
Form No: 110244.V1.00, Report No: FDR:0341284-6(c) 2000-2009 QESTLab by SpectraQEST.com