Kountry Donuts-LR080804
RoneEns~
Client:
Mrs. Shawna Kim
1403 Savoy Ct
Colleyville, TX 76034
fi /Q.,
Project:
PROJECT DATA
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrlch, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of In-Place Density Testing
Report No.: 326139
Project No.: 0814449
Date of Service: 07/01/2008
Report Date: 08/04/2008
Contractor: Cooper General Contractors
Test Method: ASTM 0-6938
Gauge: Troxler 3440
Gauge Serial No: 26991
Test Mode: OT
MOISTURE DENSITY RELATIONS
Standard Counts
Moisture Density
Current: 673 Current: 2398
Previous: 675 Previous: 2378
MID No.
321276
Description
Dark Brown I Clay wi Limestone
Moisture
%
20.1
Test
No
FIELD DENSITY TESTS
Probe MID
Depth No.
V 321276
.-i/1/2t e
Started: 01:15pm Finished: 02:45pm
Technician: Joe Jemigan
Report Distribution:
Orig: Mrs. Shawna Kim (Colleyville, TX) (1-cc copy)
1-ec Cooper General Contractors Altn: Mr. Bill Cawley
1-ec Rone Project Manager Altn: Mr. Gary Dry
1-ec City of Coppell Altn: Mr. Larry Davis
1-ec City of Coppell Altn: Mr. Lee Stone
Maximum
Density
(pcf)
102.7
Project Requirements
Moisture Density
-2/+3 95
Moisture Wet Density
% (pcf)
Dry Density Density
(::9 (5J
~'
22.2 120.9
Rone Engineering
~~. u\
Gary Dry SET
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without Ille written approval of Rone Engineering Services, Ltd.
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