Kountry Donuts-LR080520
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
Report of Moisture Density Relationship
Client:
Mrs. Shawna Kim
1403 Savoy Ct
Colleyv;Ue, TX r
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 AST andards.
Report No.: 321276
Project No.: 0814449
Date of Service: 05/15/2008
Report Date: OS/20/2008
Contractor: I Contractors
Test For:
Material: own Clay w/ Limestone
Classification: General Fill
Test Method: ASTM 0-4318
ASTM 0-698 Method-B
PROJECT DATA
Date Sampled:
Material Preparation:
Rammer Type:
Sampled By:
Sample Location:
Center of Pad
05/15/2008
Dry
Mechanical
Jernigan, Joe
REPORT OF TEST
Maximum Dry Density, pcf:
Optimum Moisture Content, %:
100% saturation line
for SG = 2.65 Estimated
102.7
20)-,
f/ '
.~".-\
Liquid Limit: 70 . I
Plastic Limit: 25 U
Plasticity Index: 45 " J ~,:
If I
% Passing #200: 65.0, ~'
110
" c#/
"--r
IJI
<<Iu Vi,
J ~
\
13
C2.
;>::
'5
c 100
Q)
o
C
105
'Il~
18 19 20 21 22 2~ 24 25 26
M:>isture Content, percent
Technician: Joe Jernigan Started: 11 "45am
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
l-ec City of Coppell Alln: Mr. Lee Stone
Finished: 01 :OOpm
Rone Engineering
~ <0. U \
Gary Dry SET
Project Manager
LIMITATIONS: The test resu~s 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.
(GO/GO) Page 1 of 1