TexasBank 2R-LR050405 GEOSCIENCE
ENGINEERING & TESTING, INC.
GEOTECHNICAL & MATERIALS ENGINEERS
FIELD DENSITY REPORT
CLIENT:
Cr&me de la Cr&me, L.P.
c/o Project Solutions Group
580 Herndon Parkway, Suite 500
Herndon, Virginia 20170
DATE OF REPORT: 04/05/03
REPORT NO. 05-DM2605-ga
PROJECT: Proposed "Cr~me de la Cr~me"
Denton Tap Road
Coppeil, Texas
MOISTURE/DENSITY RELATIONS
Proctor # Description Maximum Dry Optimum
Density (pcf) Moisture (%)
1 Dark brown and gray CLAY (CH) 110.5 14.7
2 Tannish brown and dark brown CLAY (CH) 108.3 17.5
TEST RESULT
LOCATION Unit Moisture Maximum Dry
Test # Proctor # Elevation Storm Drain Dry Weight Content (%) Density (%)
21 2 FG Station # 0+40 103.1 18.7 95
22 2 FG Station # 1+90 103.5 19.5 96
23 2 FG Station # 2+80 104.0 19.4 96
GETI Tech: Jose
Remarks: Complies with project specifications, un[ess other wise noted.
GETI
2630 Northaven Road #106
Dallas, Texas
Ph# (972) 488-3500