TexasBank 2R-LR05041504,'2005
IrED 13:43 TEL 972485350o
GEOSCIENCE ENGINEERING
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GEOSCIENCE
ENGINEERING & TESTING, [NC.
GEOTECHNICAL & MATERIALS ENGINEERS
003
LiME TREATED SOIL GRADATION TEST REPORT
CLIENT:
Coppett Cr~me de ta Cr~me, L. P.
c/o Project Solutions Group
580 Hemdon Parkway, Sure 500
Hemdon, Virginia 20170
DATE OF REPORT: 04/15/05
PROJECT:
Proposed "Cr&me de la Cr~me"
Denton Tap Rd.
Coppet[, Texas
REPORT NO. 05-DM2605-11a
Min. % Passini~ 1 3/4" Steve: 100
Mtn. % Passing # 4 Sieve: 60
Date Tested: 04-I 5-05
Stabilization Agent: Lin!e~
IN-PLACE GRADATION TEST RESULTS
t '
% Passing Sieve:
Test Number Location No. 1 3/4 No. 4
1 40' S x 20' E from NW comer of the site 100 62
2 75' W from NW cornerlof building 100 66
3 50' W from SE corner ~f building 100 63
4 30' S x 35' W from SE cor~er of building 100 61
GETI Technician; Ri~jO
Remarks: Complies with proiect specifications.
Reviewed by:
G I'~T !
2630 Nor thaven ~oad Suite 106
Dallas, Tegas 75229
Ph# (972)!488-3500