Trinity Shores-LR021219GEOTECHNICAL & MATER~LS ENGINEERS
FIELD DENSITY REPORT
CLIENT: Ken-Ran Development
2125 N. Josey Lane, Suite 202
CarroUton, Texas 75006
DATE OF SERVICE: 12119102
PROJECT:
Proposed '~dnity Shore Estates"
Sandy Lake Road
Copper[, Texas
REPORT NO. 02-DM857-33a
MOISTURE/DENSITY RELATIONS
Proctor # Description Maximum Dry Optimum
Density (pcf) Moisture
1 Gray and tight brown SHALY CLAY (CH) with a trace of gravel 95.8 27.0
2 Gray and [ight brown SHALY CLAY (CH) with a trace of gravel 102.8 21.0
3 Gray and tannish brown SHALY CLAY (CH) w~th some gravel 99.7 22.5
4L Tan and gray LIME STABILIZED SHALY CLAY (CH) 81.7 36.0
5 Tan and gray SHALY CLAY (CH) 91.5 25.3
TEST RESULT~
LOCATION Unit Moisture Maximum Dry
Test # Proctor # Lift Lot #1 Dry Weight Content (%) Density (%)
87 5 FG 10' S x 25' W from NE 96.0 23.6 106'
corner
88 5 FG Retest of Test # 87 91.2 25.3 100
GE-TI Tech: Jose
Remarks: *does not comply wfth project specifications
Reviewed by:
GETI
2630 Northaven Road #106
Dallas, Texas
Ph# (972) 488-3500
Proj ~t: Englnee~