Trinity Shores-LR020604? GEOTECHNICAL & MATERIAL,~ ENGINEER~
FIELD DENSITY REPORT
CLIENT: Ken-Ran Development
2125 N. Josey Lane, Suite 202
Carrollton, Texas 75006
PROJECT: Proposed "Trinity Shore Estates"
Sandy Lake Road
Coppell, Texas
DATE OF REPORT: 06/04/02
REPORT NO. 02-DM857-4A
MOISTURE/DENSITY RELATIONS
Proctor # Description Ha]ximum Dry Optimum
Density (pcf) Moisture
1 Gary and light brown SHALY CLAY (CH) with a trace of gravel 95.8 27,0
2 Gray and light brown SHALY CLAY with a trace of gravel 102.8 21.0
3 Gray and tannish brown SHALY CLAY (CH) with some gravel 99.7 22.5
TEST RESULTS
Test# Proctor# Lift LOCATION Unit Dry . Moisture Maximum Dry
Storm Drain Weight Content (~) Density (x)
1 3 FG-6 Line St - 1 94.7 20.7* 95
Between Lots i4 & 13
2 2 FG-5 Line St - I 96.3 22.4 94*
~ Between Lots 14 & 13
Reviewed
GETI
2630 Northaven Road #106
Dallas. Texas
Ph# (972) 488-3500 Fax #(972) 488-8844