Tennis Ctr Exp-LR100810Professional 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:0341284-7
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:8/10/2010
Testing Details
Tested By:
Kirk See
Field Methods:
ASTM D 6938
Lab Methods:
ASTM D 698 - 07 (A)
Date Tested:
8/2/2010
Gauge Type:
Troxler
Model Number:Serial Number:
344029509
Test Mode:Standard Count: Density:
Direct Transmission2100
Standard Count: Moisture:
703
Test Results
TestMaterialDepth of TestWet DensityMoistureDry Density RelativeLimit
No(in)(lb/ft³)Content (%)(lb/ft³)
Compaction
(%)
96.7
1
Lt Brown Clayey Sand6130.713.6115.1
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
NW Tennis Court
1
RETEST Test #3 from 7/31/2010, Elev: FG-6.0
0341284-1-S1ASTM D 698 - 07 (A)119.012.2
Comments
Page 1 of 1
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