Trinity Shores-LR020709:. GEOTECHNICAL & MATERIALS ENGINEERS
FIELD DENSITY REPORT
CLIENT: Ken-Ran Devetopment
2125 N. Josey Lane, Suite 202
CarroUton, Texas 75006
DATE OF SERVICE: 07/09/02
PROJECT: Proposed '%Hnity Shore Estates"
Sandy Lake Road
CoppeU, Texas
REPORT N~). ' 02-DM857-17a
MOISTURE/DENSITY RELATIONS
Proctor// Description Maximum Dry Optimum
Density (pcf) Moisture (~)
1 Gray and tight brown SHALY CLAY (CH) with a trace of graver 95.8 27.0
2 Gray and tight brown SHALY CLAY (CH) with a trace of graver 102.8 21.0
3 Gray and tannish brown SHALY CLAY (CH) with some gravel 99.7 22.5
TEST RESULTS
LOCATION Unit Moisture Maximum Dry
Test # Proctor # Lift Junction Box E Utitity Line Dry Weight Content (%) Density (%)
66 2 FG-12 Station 2 + 00 98.5 22.7 96
12" water line
67 2 FG-1 Station 1 + O0 98.6 21.9 96
12" water tine
68 2 FG-1 Station 1 + 80 101.4 22.0 99
8" water tine
69 3 FG-1 In front of Lot #17 99.1 22.0 99
8" water tine
70 2 FG-1 In front of Lot #15 100.4 21.7 98
8" water tine
GETI Tech: Rico
Remarks: compties with project specifications, untess otherwise noted
GE-FI
2630 Northaven Road #106
Dallas, Texas
Pt,a/ (972) 488-3500
Reviewed by:
Project Eng~nee~_~