Trinity Shores-LR020717GEOTECHNICAL & MATERIALS ENGINEERS
FIELD DENSITY REPORT
CLIENT: Ken-Ran Development
2125 N. Josey Lane, Suite 202
Carrot[ton, Texas 75006
DATE OF SERVICE: 07/17/02
PROJECT: Proposed 'q'dnity Shore Estates"
Sandy Lake Road
Coppet[, Texas
MOISTURE/DENSITY REI.~TIONS
REPORT NO. 02-DM857-19a
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 Maximum Dry
Test # Proctor # Lift Junction Box Dry Weight Content (%) Density (%)
71 2 FG-5 2nd Junction Box tine "A" 98.8 21.1 96
72 2 FG-2 Water tine in front of 99.3 16.3 97
Lot # 10
73 2 FG-2 Water tine in front of 103.7 18.4 101
Lot # 8
GE'FI Tech: Rigo
Remarks: compties with project specifications, un[ess otherwise noted
I_S~. $.A_fs~r, P.L[.
GETI %ect Eng~
2630 Northaven Road #106
Da[[as, Texas
Ph~ (972) 488-3500