TexasBank 2R-LR05042104/25/05 MON 11:36 TEL 9724883500 GEOSCIENCE ENGINEERING ~013
GEOSC}{E~:CE
GEOTECNNICAL & MATERIALS ENGINEERS
FIELD DENS ~ REPORT.
DATE OF REPORT: 04121
CLIENT: Coppell Crbme de la Cr&me, L.P.
c/o Project Solutions Group
580 Herndon Parkway, Suite 500
Herndon, Virginia 20170
REPORT NO. 05-DM2605-18a
PROJECT: Proposed "Ct&me de ia Cr~me"
Denton Tap Road
Copper[, Texas
MOISTURE/£ :NSITY RELATIONS
i Maximum Dry Optimum
Proctor # Description ;
Density (pcf) Moisture (%)
1 Dark brown and gray CLAY (CH) I 1 ~0.5 14.7
2 Tannish brown and dark brown CLAY (CH)i 108.3 17.5
3 Tannish brown CLAYLrY SAND (CL) i 112.2 13.8
4 Tannis~ gray LIME STABILIZED CLAY, 86.0 29.9
5 Tannish gray LIME STABILIZED CLAY i 95.1 25.3
TEST I~SULTS
LOCATION ,: Unit Moisture Maximum Dry
Test # Proctor # Elevation Denton Tap Rd., turn [ane~ Dry Weight Content (%) Density (%)
41 5 FO Center of turn tan~ 90.2 28.6 95
42 5 FG North section of turnitane
94.
1
25.9
GET~ Tech: Rigo
Reviewed by:
~ETI
2630 Northate~t Roa~ #106
DallaS, Texas
Ph# (97~) 488-3500
04 ,'25,'05
MON 11:36 TEL 9724883500
LIME TREATED SOiL GR
CLIENT:
GEOSCIENCE ENGINEERING
GEOSCIRNCE
ENGINEERING & TESTING, INC.
GEOTECHNICAL & MATE {IA. LS ENGINEERS
[DATION TEST REPORT
Coppett Cr~me de ta Cr&me, L. P.
c/o Project Solutions Group
580 Herndon Parkway, Sute 500
Herndon, Virginia 20170
PROJECT: Proposed "Ct&me de ia Cr&me"
Denton Tap Rd.
Coppei[, Texas
Min. % Passin~ I 3/4" Sieve: 100
Min. % Passing ~t 4 Sieve: 6~0
DATE OF REPORT: 04/21/05
REPORT NO. 05-DM260§-17a
Date Tested: 04-21-05
Stabilization Agent: Lime
iN-PLACE GRADATI~)N TEST RESULTS
' % Passing Sieve:
Test Number , Location, No. I 3/4 No. 4
r
1 Denton Tap Road t?n lane 100 56
2 Retest of test ~ 1 100 61
GETI Technician: Rigo
Remarks: CompLies with pro3ect specifications.
Project Engineer
GE~TI
2630 Northaven IRoad Su~m 106
DaLLas, TeKas 75229
Ph# (97Z~ 488-3500