Vista Ridge 1R-8 D-LR050729 (2)SAM ENGINEERING & TESTING, L.P.
Serving The Gee-Industry Since 1974
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
LIME SERIES TEST REPORT
REPORT DATE: 7/29105
SAMPLE DATE: 7/6/05
CLIENT:
JBP, LP,
5301 Village Creek Drive, Suite A
Plane, TX 75093
PROJECT: ...~,The Plaza Infastructure
~'~ Highway 121 & Ridgemont
Lewisville & Coppell, TX
PROJECT NO.:
REPORT NO.:
METHO0 OF TEST:
PAGE 1 OF I
308TXIK5
39
ASTM D4972/4318 &
N,C,T.CO.G. 4 6.1.
ATTN: Noel Heckel
SE&T TECHNICIAN: Adel Alhemidawi
1 Performed a lime series test on a bulk soil sample consisting of dark &
with trace/some fine sand & limestone nodules.
ottled gray silt~ CLAY
Based on the above data and our experience, a 4% or approximately 18 lbs per square yard per 6" depth
is suitable to reduce the PI of the subgrade soils to 12% or less as required by the NC.T.CO G 46.1,
Sadik (SAM)AI-Mu,--. i 8c., Ph.D., PE '~S~.~
Civil & Envi~e~t.l Engineer '~~~
Texas R~is~etion Number: 61893
This reper~ is for the sole use of the client addressed. The use of our company name must receive prior written consent.
This reper~ applies only to the sample tested and does not necessarily represent identical or similar samples,
9'72?90096?
' 87./'~/'2005 3.5: 46, 9727980967 SAM ENGZNEERZNG P~GE 81
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