Duke Lesley 3A-LR09111711/19/2009 15:46 FAX
Rone Enc~~neer~ng
~ 002/002
8408 Ambassador Row, Gallas, TX T5?A7
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone; (214)830-9745
Report of Moisture Density Relationship
Client: Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report No.: 363400
Project No.: 0915747
Date of Service: 11/13/2009
Report Date: 11/17/2009
Project: Samsung-Point West VII Parking Lot Expansion
Coppell, Texas
Services: Obtain a sample of material From the jobsite, bring the sample back to the laboratory and pertonn a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
Contractor: Duke Construction, LP Date Sampled: 11/13!2009
Test For: Native Subgrade Material Preparation: Moist
Material; Light BrownClay Rammer Type: Mechanical
Classification:Native Subgrade Sampled By: Egger, Dustin
Test Method: ASTM D4318 Sample Location:
ASTM D698 Method-A Station 64+00
REPORT OF TEST
Maximum Dry Density, pcf: 99.2 "''~- -- 100%saturationline
Optimum Moisture Content, %: 22.0 e" for SG=2.65 Estimated
Liquid Limit: 66
Plastic Limit: 24 ,n
Plasticity Index: 42 Q
Passing #200: 90.5 / (J~i` o
~ o`
195
--------------- ----------
100 ------------------- ------
95
1i 19 24 21 22 23 2i, 25 26 27
INbistuil~ Comenf, percent
Technician: Dustin Egger Started: 09:30am Finished: 11:OOam Rone En i
Report Distribution;
Orig: Duke Construction, LP (Dallas, TX)
Attn: Ms. Ashley Hair (1~c copy)
1~c Duke Construction, LP Attn: Mr. Andy (Maverick) Otten
1-ec Rone Project Manager Attn: Mr. K. Scott Watson AET
1~c City of Coppell Arin: Mr. Lee Stone
g neering
K. Scott Watson, AET
Rraject Manager
LIMITATIONS: The Lest results presented herein were prepared based upon the specific samples provided for testing. We assume no resp°nsibilily for variation in qual(ty
(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 Ifie written approval of Rone Engineering Services, Ltd.
(KWlKW)
Page 1 of 1
Rone Engineering
>~
Client: e Construction,, L
i'14241 Dallas Pkwy, Ste-"tb00
Dallas, TX 75254-2936
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
Report No.: 363400
Project No.: 0915747
Date of Service: 11/13/2009
Report Date: 11/17/2009
Project''~Samsung-Point West VII Parking Lot Expansion
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: Duke Construction, LP Date Sampled: 11/13/2009
Test For: Native Subgrade Material Preparation: Moist
Material: Light BrownClay Rammer Type: Mechanical
Classification : Native Subgrade Sampled By: Egger, Dustin
Test Method: ASTM D4318 Sample Location:
ASTM D698 Method-A Station 64+00
REPORT OF TEST
Maximum Dry Density, pcf: 99.2 ~ 100°~° saturation line
Optimum Moisture Content, %: 22.0 for SG=2.65 Estimated
tos
------------ -------------
f
Liquid Limit: 66 -------------- -----------
Plastic Limit: 24 F"' ----------- --- ----------
Plasticity Index: 42 ~ ----------- ----- --------
~:
~'f'
f7f ~ C 100 ----------- ------- ------
%Passing #200: 90.5 ~' - + q`' _______ ___ _ _____ ____
~ i ,, -
i
o
--- -------- ------- -- --
as
18 19 20 21 22t 23 28 2S 26 27
tvbisture C°Ment, per+~ern
Technician: Dustin Egger Started: 09:30am Finished: 11:OOam Rone Engineering
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Ms. Ashley Hair (1-ec copy) _
1-ec Duke Construction, LP Attn: Mr. Andy (Maverick) Otten
1-ec Rone Project Manager Attn: Mr. K. Scott Watson AET K. SCOtt Watson, AET
1-ec City of Coppell Attn: Mr. Lee Stone 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.
(KW/KW)
Page 1 of 1
11/19/2009 15:46 FAX
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