TexasBank 2R-LR05051305/25/05 WED 14:21 TEL 9724883500
GEOSCIENCE ENGINEERING
GEOSC~NCE
ENGINEERING & ~ESTING~:INC.
GEOTECHNICAL & MATERIALS ENGINEERS
FIELD DENSiTY REPORT
CLIENT: Coppell Ct&me de la Cr&me, L.P. DATE OF REPORT: 05/13/05
c/o Project Solutions Group
580 Herndon Parkway, Suite 500
Hemdon, Virginia 20170
REPORT NO. OS-DM2605-26a
PROJECT: Proposed "Ct&me de la Cr&me"
Denton Tap Road
Coppel[, 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
3 Tannish brown CLAYEY SAND (CL) 112.2 13.8
4 Tannish gray LIME STABILIZED CLAY 86.0 29.9
5 Tannlsh gray LIME STABILIZED CLAY 95,1 25.3
6 Tan 5ANDY CL~Y (CL) 108.1 17.8
~004
TEST RESULTS
LOCATION_. , Unit Moisture Maximum Dry
Test # Proctor # Elevation Building pad , Dry Weight Content (~) Density
47 6 FG 5' N x 30' E from SW coiner 104.9 17.9 97
48 6 FG 35' N x 20' E from SW cc~rner 105.6 18,2 98
49 6 FG 40' N x 45' E from SW cdrner 104.8 18.0 97
~0 6 FG 50' N x 10' E fro,r~ SW c~rner 104.9 18.3 97
Remarks: Complies with project specifications, untess otherwise n~ed.
Reviewed by: Syed S. Afsar~ P~.]
Project Engineer
2630 No.haven Road //106
Dat~as, i Texas
Ph# (972) ~488-3500