Trinity Shores-LR020625~ GEOTECHNICAL & MATERIALS ENGINEERS
FIELD DENSITY REPORT
CLIENT:
Ken-Ran Devetopment
2125 Iq. Josey Lane, Suite 202
Carrotiton, Texas 75006
DATE OF SERVICE: 06/25/02
PROJECT: Proposed '~rinity Shore Estates" REPORT N(~.
Sandy Lake Road
Coppe[t, Texas
02-DM857-13a
MOISTURE/DENSITY RELATIONS
Proctor # Description Maximum Dry Optimum
Density (pcf) Moisture (s)
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) Dry Weight Content (%) Density (%)
59 3 2nd 2nd Junction Box Line A 96.4 23.5 97
GET'I Tech: R~go
Remarks: compties with project specifications, un[ess otherwise noted
Reviewed by:
P~ect Eh~ineer
GETI
2630 Nor[haven Road #106
Da[las, Texas
Ph# (972) 488-3500