Chateaus-LR080626 (2)
Rone En2=:=
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
4601 Old Shepard Place
Plana, TX 75093
Report No.: 325191
Project No.: 0814523
Date of Service: 06/23/2008
Report Date: 06/26/2008
Project: Chateaus of 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: Pads
Material: Brown Clayey Silty Sand
Classification: Pads
Test Method: ASTM 0-4318
ASTM 0-698 Method-A
Date Sampled: 06/23/2008
Material Preparation: Dry
Rammer Type: Mechanical
Sampled By: Fagan, Scott
Sample Location:
On Site @ Pads
REPORT OF TEST
Maximum Dry Density, pcf:
Optimum Moisture Content, %:
116.7
13,0
100% saturation line
for 5G = 2.65 Estimated
120
125
Liquid Limit: 28
Plastic Limit: 15
Plasticity Index: 13
tillS
a.
>:
'Iii 110
Iii
o
>-
0105
% Passing #200: 51.9
100
--------------------------
95
1 $ 9 10 11 1~ 13 14 is l'
M:liSlu~Conterrt, percerrt
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.
(DC/GO) Page 1 of 2
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrlch, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
CTM-Coppell, LLC c/o Lenart Development Co., LLC
4601 Old Shepard Place
Piano, TX 75093
Report of Moisture Density Relationship
Report No.: 325190
Project No.: 0814523
Date of Service: 06/23/2008
Report Date: 06/26/2008
Project: Chateaus of 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: Pads
Material: Dark Brown Sandy Silty Clay wi Trace LSF
Classification: Pads
Test Method: ASTM 0-4318
ASTM 0-698 Method-A
Date Sampled: 06/23/2008
Material Preparation: Dry
Rammer Type: Mechanical
Sampled By: Fagan, Scott
Sample Location:
On Site @ Pads
REPORT OF TEST
Maximum Dry Density, pcf:
Optimum Moisture Content, %:
109.5
16.4
I
100% saturation line
for SG = 2.65 Estimated
115
Liquid Limit: 40
Plastic Limit: 17
Plasticity Index: 23
110
% Passing #200: 73.8
13
0.
;.:;
~.105
Iii
Cl
>-
'-
Cl
100 - ------------------------
95
~ a ~ .~ . IT ~ ~ ~
tubisture Content. percent
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.
(DC/GO) Page 1 of 2