TexasBank 2R-LR05041904/25.'05 MON 11:34 TEL 9724883500 ~004
GEOSCIENCE ENGINEERING
GEOTECHNICAL & MAT
FIELD DEN,~
CLIENT: CoppeU .Crbme de la Crbme, L.P.
c/o Project Solutions Group
580 Herndon Parkway, Suite 500
Herndon~ Virginia 20170
PROJECT: Proposed "Cr~me de La Cr~me"
Denton Tap Road
Coppe[[, Texas
GEOSCII~NCE
ENGINEE~G & ~ESTING, ~C.
~RIALS ENGINEERS
ITY REPORT
DATE OF REPORT: 04/19/03
REPORT NO. 05-DM2605-13a
MOISTURE/I JENSITY RELATIONS
Proctor # Description Maximum Dry Optimum
~ ..... I, Density (pcf) Moisture (%)
1 Dark brown and gray CLAY (CH) I 110,5 14.7
2 Tannish brown and dark brown CLAY (CH] 108,3 17.5
3 Tannish brown CLAYEY SAND iCL) J 1 t 2, g 13, §
4 Tannish gray LIMESTABILIZED CLAY 86.0 29.9
TEST R [SULT$
Test Proctor LOCATION Unit Moisture Maximum Dry
# # Elevation Paving ! Dry Wei§ht Content (%) Density (%)
24 4 FG Z0' 5 x 15' E from NW corner of site 97.3 17.7' 113'
2.5 4 FG ..... .40' N x 10' W from NW corner of bidg 96.6 17.4' 112'
26 4 ._ FG 70' W from NW corner of butdg. 97.1 17.6' 113'
27 4 FG Under Canopy ~ 91.5 21.8' 106'
28 4 FG 95' w from 5W corner of btuitding 90.2 2 ! .4' 104'
29 4 FG 15' N x 25' E from SW corner of site 94.3 21,2' 110'
30 4 FG 20' s from SW corner of b~i[din~ 93.5 21.2' 109'
31 4 FG 30' S,~ 10' E from Se cornedjof bld~: 91,3 19.$* 106'
GETI Tech; Jose
Remarks: *Does not comply with project specificetions, un[ess oth~ r wise noted.
GETI
2630 Northavbn Road #106
DaUas[ Texas
Ph# {9721 488-3500
Reviewed by:
Syed S.~. ~
Project [n§ineer