Trinity Shores-LR020621*~ GEOTECHNICAL & MATERIALS ENGINEERS
FIELD DENSITY REPORT
CLIENT: Ken-Ran Development
2125 N. Josey Lane, Suite 202
CarroUton, Texas 75006
DATE OF SERVICE: 06/21/02
PROJECT: Proposed 'q'rinity Shore Estates"
Sandy Lake Road
CoppeU, Texas
REPORT NO. O2-DM857-11a
MOISTURE/DENSITY RELATIONS
Proctor # Description Maximum Dry Optimum
Density (pct') 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 (fi) Sanitary Sewer Line B Dry Wetght Content (%) Density (%)
52 2 FG-1 In front of Lot #16 ' 99.1 23.3 96
53 2 FG-1 In front of Lot #7 99.9 21.0 97
54 3 FG-1 In front of Lot/19 94.6 23.0 95
55 3 FG-1 In front of Lot #10 98.9 24.3 99
56 2 FG-1 In front of Lot #11 102.4 21.3 100
GE'n Tech: Rigo
Remarks: complies with project specifications, unless otherwise noted
GETI
2630 Nor[haven Road #106
Daltas, Texas
Ph~ (972) 488-3500
I~lj ect EnrJi~_.~