Lost Creek TH-LR080111
SAM ENGINEERING & TESTING, L.P.
Geotechnical
Materials ~ Failure
Testing V Invesllgation
Erwironmental
~ Serving The Geo-Industrj Since 1974
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910. FAX: (972) 790-0967
*
LIME DEPTH TEST REPORT
TEST DATE:
1/4/08
REPORT DATE: 1/11/08
PROJECT NO.: 593TX3K7
CLIENT:
PROJECT:
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JR Rose Development Companies
1207 Bethel School Ct.
Coppell, Texas 75019
REPORT NO.: 7
Proposed Lost Creek Addition
jbG :... COjJpel1 Road
Coppell, Texas 75019
METHOD OF TEST: Phenolphthalein
PAGE 1 OF 1
On the above date, representatives of SAM Engineering & Testing, L.P. performed the following testing
and inspection services:
A Four lime depth tests were performed on the Lime Stabilized Subgrade (LSS) and obtained the following results:
Test #1
Test #2
Test #3
Test #4
Location: Mobley
Location Mobley
Location: I'vlullberry
Location: Mullberry
ST A #: 0+50
STA #: 3+-00
ST A #: 0+00
ST A #: 2+50
./
Lime Depth: 6.5 /'
Lime Depth' 70 /.
Lime Depth: 6.0 /
Lime Depth: 7.0
B. Based on the above test results, the depth of the LSS ranged from 6.0" - 7.0" with an average of 6.625".
I hereforc, the depth of the LSS meeUexceed minimum requirement of 6".
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Very Truly Yours,
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;8auik (SAM) AI-Musawe, MSc., Ph.D. PE F. ASCE
! Civil & Environmental Engmeer
ITexas Registration Number 61893
II rh~s report is f~r the. sole use of the client addressed. Tht:. u. se of our company name must receive prior written consent.
TillS i~rt~.Eplles ~~(J the sample tested and doe~_r:!.<?~_r;~ce.~~J:lIy!~.Ercsent loentical or similar samples.
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2007/593tx3kl/Ldt/Lat7
~ Serving The Geo-Industry Since 1974
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790.1910 · F..6J<: (972) 790-0967
*
Geotechnical
Mater;als ~ Failure
Testing vlnvestigation
EnvirCJnmental
SAM ENGINEERING & TESTING, L.P.
IN-PLACE DENSITY OF SOIL
CLIENT: JR Rose Development Companies REPORT DATE: 1/11/08 TEST DATE: 1/4/08
1207 Bethel School Ct.
Coppell, Texas 75019 TEST METHOD: ASTMD-2922 & 3017
PROJECT: Proposed Lost Creek Addition *ASTM D698A - See Proctor Report for Details
560 S. Coppell Road
Coppell, Texas 75019 Minimum Required Compaction = 95%
PROJECT #: S93TX3K7 REPORT #: 6 PAGE 1 OF 1
ATTN: Jason Rose SE& T TECHNICIAN: Mark Brumle
TEsTMG.. ~ "..-.c...-;;"-- liT:lt!l;sJ,JI;i1r3; .....
MObley @ Sta # 0+50 Final 0.6 # 98 24 4 101 22 22-26 97 P /'
Mobley @ Sta # 3+00 Final 0.6 98 23 4 101 22 22-26 97 P
~MUllberry @ 81a # 0+00 Final 0.6 99 26 4 101 22 22-26 98 P -
Final 0.6 - 98 25 4 101 22 22-26 97 '--:;:::""
Mullberry @ Sta # 2+50 .- ~-
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Ail densities f'T)eet the minimum required values unless otherwise noted It has been a pleasure to serve you on this
project and we trust that this report is satisfactory.
'JE..../ Truiy \lours,
SAr"l Engineenng & Testing, lP.
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FMi;e Saint. Lah Manager & Vice President
G:12007/593rx3kIIDenslt)'/Den 6