Trinity Shores-LR020626~ GEOTECHNICAL & MATERIALS ENGINEERS
FIELD DENSITY REPORT
CLIENT:
Ken-Ran Development
2125 N. Josey Lane, Suite 202
Carro[[ton, Texas 75006
DATE OF SERVICE: 06/26/02
PROJECT: Proposed "THnity Shore Estates"
Sandy Lake Road
Coppe[[, Texas
REPORT NC~.
02-DM857-14a
MOISTURE/DENSITY RELATIONS
Proctor # Description Maximum Dry Optimum
Density (pcfl Moisture (~)
1 Gray and tight brown SHALY CLAY (CH) with a trace of gravel 95.8 27.0
2 Gray and tight brown SHALY CLAY (CH) 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
LOCATION Unit Moisture Maximum Dry
Test # Proctor # Lift (m Dry Weight Content (%) Density (%)
60 2 3rd 2"d Junction Box Line A 101.5 22.1 99
61 2 4th 2nd Junction Box Line A 97.5 24.2 95
62 2 5th 2nd Junction Box Line A 98.9 22.0 96
63 2 6th 2"d Junction Box Line A 100.2 21.7 97
G~lTech:Rigo
Remarks: complies with project specifications, untess otherwise noted
ReNewed by:
GETI
2630 Northaven Road #106