Trinity Shores-LR020708GEOTECHNICAL & MATERIALS ENGINEERS
FIELD DENSITY REPORT
CLIENT: Ken-Ran Development
2125 N. Josey Lane, Suite 202
Carrot[ton, Texas 75006
DATE OF SERVICE: 07/08/02
PROJECT:
Proposed '"Trinity Shore Estates"
Sandy Lake Road
Copper[, Texas
REPORT NO. 02-DM857-16a
MOISTURE/DENSITY RELATIONS
Proctor # Description Maximum Dry Optimum
Density (pcf) Moisture (%)
1 Gray and light brown SHALY CLAY (CH) with a trace of grave[ 95.8 27.0
2 Gray and light brown SHALY CLAY (CH) with a trace of ~rave[ 102.8 21.0
3 Gray and tannfsh brown SHALY CLAY (CH) w~th some grave[ 99.7 22.5
TEST RESULTS
LOCATION Unit Moisture Maximum Dry
Test # Proctor # Lift (ft) Storm Drain Dry Weight Content (%) Density (%)
6§ 2 FG-1 2"d Junction Box Line A 100.3 22.1 98
GE-TI Tech: Riso
Remarks: complies with project specifications, un[ess otherwise noted
Re~fewed by:
Project En ~n.e~
GETI
2630 Northaven Road #106
Dattas, Texas
Ph# (972) 488-3§00