TexasBank 2R-LR050331 GEOSCIENCE
ENGINEERING & TESTING~ INC.
GEOTECHNICAL & MATERIALS ENGINEERS
FIELD DENSITY REPORT
CLIENT:
Crbme de la Cr&me, L.P.
c/o Project Solutions Group
580 Herndon Parkway, Suite 500
Herndon, Virginia 20170
DATE OF REPORT: 03/31/03
REPORT NO. 05-DM260§-7a
PROJECT: Proposed "Cr~me de la Cr~me"
Denton Tap Road
Coppe[i, Texas
MOISTURE/DENSITYRELATIONS
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 RESULTS
LOCATION Unit Moisture Maximum Dry
Test # Proctor # Elevation 18"Storm Sewer Dry Weight Content(%) Density (%)
12 1 FG-1 Station # 0+40 under 109.6 15.2 99
proposed paving
13 2 FG Station # 0+80 under 107.2 18.4 99
proposed paving
14 2 FG-1 Station # 1+60 103.0 18.0 95
15 2 FG Station # 1+60 107.6 17.5 99
GETI Tech: Jose
Remarks: Compiles with project specifications, unless other wise noted.
Reviewed by: ~ [ / ~
Syed S.~fsar,~ P.E~...~J ~--
Project Engineer
GETI
2630 Northaven Road /t106
Da[las, Texas
Ph//(972} 488-3500