Trinity Shores-LR020624t .GEOTECHNICAL & MATERIALs ENGINEERS
FIELD DENSITY REPORT
CLIENT:
Ken-Ran Development
2125 N. Josey Lane, Suite 202
Carrot[ton, Texas 75006
DATE OF SERVICE: 06/24/02
PROJECT:
Proposed "Trinity Shore Estates"
Sandy Lake Road
CoppeU, Texas
REPORT NC~. 02-DM857-12a
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 (fit Dry Weight Content (%) Density (%)
57 2 l't 2"d Junction Box Line A 97.7 14.2* 95
58 2 Retest of test//57 2~d Junction Box Line A 101.1 21.3 98
GETI Tech: Rigo
Remarks: *does not compty with project specifications
GETI
2630 Northaven Road //106
DaQas, Texas,
Ph~/(972) 488-3500