Chateaus-LR081003
Rone Engineering
.
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 Moisture Density Relationship
Client:
CTM-Coppell, LLC c/o Lenart Development Co., LLC
520 Central Parkway E
Piano, TX 75074
Report No.: 334501
Project No.: 0814523
Date of Service: 09/29/2008
Report Date: 10/03/2008
Project: Chateaus ot Coppell
Services: Obtain a sample of material from the jobsite, bring the sample back tathe laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
Contractor:
Test For: Subgrade
Material: Lime Treated Dark Brown Clay
Classification: Subgrade
Test Method: ASTM D-4318
ASTM D-698 Method-A
Date Sampled: 09/29/2008
Material Preparation: Moist
Rammer Type: Mechanical
Sampled By: Gist, Lanny
Sample Location:
Chalais Court # Station 6+00
REPORT OF TEST
Maximum Dry Density, pct:
Optimum Moisture Content, %:
90.6
26.9
100% saturation line
for 5G = 2.65 Estimated
,'100
-',,- -:- --,_.... .......... ..... -.. ~..."""""""
,_.' '-',..., .-'",".". .,
:-,-''','':'' -co.," ...~_............... _,_"""""
Liquid Limit: 41
Plastic Limit: 32
Plasticity Index: 9
'l3
a.
:>;,'
1ii '.
c: 90
Q)
Cl
~.;
o
is ;%26 ,21~3;29,~0 31 ;2.33
"..' , '.,'::> .' --" O'.: ..'.,>> ,:'.>" _: '. '.'~
tvbistu,l'J!' cont~nt. p'ercef!t
. .^.
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.
(JB/CL) Page 1 of 2
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Moisture Density Relationship
Client:
CTM-Coppell, LLC c/o Lenart Development Co., LLC
520 Central Parkway E
Plana, TX 75074
Report No.: 334513
Project No.: 0814523
Date of Service: 09/29/2008
Report Date: 10/03/2008
Project: Chateaus at Coppell
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:
Test For: Subgrade
Material: Lime Treated Brown Sandy Clay
Classification: Subgrade
Test Method: ASTM 0-4318
ASTM 0-698 Method-A
Date Sampled: 09/29/2008
Material Preparation: Moist
Rammer Type: Mechanical
Sampled By: Gist, Lanny
Sample Loc.ation:
Chalais Court @ Station 11 +00
REPORT OF TEST
Maximum Dry Density, pct:
Optimum Moisture Content, %:
101.2
19.9
100% saturation line
for 5G = 2.65 Estimated
'110
Liquid Limit: 28
Plastic Limit: 24
Plasticity Index: 4
"105
13
a.
~:'
If',
c 100
Q) ",
o
>-,
0:'
,
.. . .' .. ,. . ",' ......
't::::: ':":,~ '~--.:'-::~:-:'_: :.2.:: :.:::.:}:.:; _ -.
90 .
'IS IF 13; 1?.20'2.1..~2, p 24~'25
M:>ist~,r~ Cpnt~n:r.:. p,ercellt
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,
(JB/CL) Page 1 of 2