Kountry Donuts-LR080617
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Mrs. Shawna Kim
1403 Savoy Ct
Colleyville, TX 76034
Report of Moisture Density Relationship
Report No.: 324238
Project No.: 0814449
Date of Service: 06/12/2008
Report Date: 06/17/2008
Project: Kountry Donuts
Coppell, Texas
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
Contractor: Cooper General Contractors
Test For: Select Fill
Material: Reddish Brown Clayey Sand
Classification: Select Fill
Test Method: ASTM 0-4318
ASTM 0-698 Method-A
Date Sampled: 06/12/2008
Material Preparation: Dry
Rammer Type: Mechanical
Sampled By: Garza, Oscar
Sample Location:
On Site, Stockpile
REPORT OF TEST
Maximum Dry Density, pet:
Optimum Moisture Content, %:
112.2
14.2
r ---100% saturation lir;e--- -1
I for SG = 2.65 Estimated
120
.-------- --.-------------
Liquid Limit: 30
Plastic Limit: 16
Plasticity Index: 14
Reauirements
35
115 _______n
4-15
% Passing #200: 19.5
---~------------------'-~~~
--------------------------
--------------------------
100
12
19
Technician: Oscar Garza Started: 08:00am
Report Distribution:
Orig: Mrs. Shawna Kim (Colleyville, TX) (1-cc copy)
1-ec Cooper General Contractors Attn: Mr. Bill Cawley
1-ec Rone Project Manager Attn: Mr. Gary Dry
1-ec City of Coppell Attn: Mr. Larry Davis
1-ec City of Coppell Attn: Mr. Lee Stone
Finished: 09:45am
Rone Engineering
~ '0. 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 the written approval of Rone Engineering Services. Ltd.
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