Trinity Shores-LR0207057 GEOTECHNICAL & MATERIALS ENGINEERS ·
FIELD DENSITY REPORT
CLIENT:
Ken-Ran Development
2125 N. Josey Lane, Suite 202
CarroUton, Texas 75006
DATE OF SERVICE: 07/05/02
PROJECT:
Proposed '%rinity Shore Estates"
Sandy Lake Road
Coppet[, Texas
REPORT NO. 02-DM857-15a
MOISTURE/DENSITY RELATIONS
Proctor # Description Maximum Dry Optimum
Density (pcf) Moisture (%)
1 Gray and tight brown SHALY CLAY (CH) with a trace of grave[ 95.8 27.0
2 Gray and tight brown SHALY CLAY (CH) with a trace of grave[ 102.8 21.0
3 Gray and tannish brown SHALY CLAY (CH) with some grave[ 99.7 22.5
TEST RESULTS
LOCATION Unit Moisture Ma;clmum Dry
Test # Proctor # Lift (rt) Storm Drain Dry Weight Content (%) Density (%)
64 1 FG-2 2n~ Junction Box Line A 95.1 27.0 99
GETIT~h:Rigo
Remarks: compiles with project specifications, un[ess otherwise noted
Reviewed by:
Syed~fsar, ~..E. ~
Project Engineer~...~
GETI
2630 Northaven Road //106
Da[fas, Texas
PhS (972) 488-3500