Trinity Shores-LR020718GEOTECHNICAL & MATERIALS ENGINEERS
FIELD DENSITY REPORT
CLIENT: Ken-Ran DeveLopment
2125 N. Josey Lane, Suite 202
CarroLL[on, Texas 75006
DATE OF SERVICE: 07/18/02
PROJECT:
Proposed '%dnity Shore Estates"
Sandy Lake Road
CoppeU, Texas
REPORT NO. 02-DM857-20a
MOISTURE/DENSITY RELATIONS
Proctor # Description Maximum Dry Optimum
Density (pcf) Moisture (%)
1 Gray and tight brown SHALY CLAY (CH) with a trace of graver 93.8 27.0
2 Gray and tight brown SHALY CLAY (CH) with a trace of gravel 102.8 21 .O
3 Gray and tannish brown SHALY CLAY (CH) with some grave[ 99.7 22.5
TEST RESULTS
LOCATION Unit Moisture Maximum Dry
Test # Proctor # Lift Dry W&ight Content (~) Density (~)
74 2 FG-2 2"d Junction box on tine A 97.2 22.2 95
75 2 FG-1 2nd Junction box on tine A 101.9 21.6 99
76 2 FG-5 1st Junction box on tine A 102.8 21.6 100
77 2 FG-4 1 ,t Junction box on line A 101.7 22.1 99
78 2 FG-3 l:t Junction box on tine A 102.1 21.7 99
GED Tech: Jose
Remarks: compties with project specifications, untess otherwise noted
GETI
2630 Northaven Road #106
Dattas, Texas
PM (972) 488-3500
Reviewed by:~ ~'~