Trinity Shores-LR020617ii ~G EOTECHNI'cA~ & MATERIALS 'ENGINEERS ' :~ '~:
FIELD DENSITY REPORT
CLIENT: Ken-Ran Development
2125 N. Josey Lane, Suite 202
Carrotlton. Texas 75006
PROJECT: Proposed "Trinity Shore Estates"
Sandy Lake Road
Coppell, Texas
DATE OF REPORT: 06/17/02
REPORT NO. 02-DM857-9a
MOISTURE/DENSITY RELATIONS
'~ = i MaXimUm Dry Optimum
Proctor"# Description
Density (p~f} Moistu~e]i~i'
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 (ft) LOCATION Unit Dry Moisture Maximum Dry
Weight Content (%) Density (%)
30 1 FG-2.0 8" Sanitary Sewer Line - 87.2 29.2 91'
Line C
31 1 FG-I.0 8" Sanitary Sewer Line - 85.6 27.4 90*
Line C
22 1 FG-I.0 8" Sanitary Sewer Line - 94.6 28.4 99*
Line C
Remarks: *Sanitary sewer line located outside paving area - no project specifications were provided.
Reviewed b ~ '
~- ~ Syed S, Afsar. P.E~. '
fl* d ~.Project Engineer
GETI
2630 Northaven Road #106
Dallas, Texas
Ph# (972) 488-3800 Fax #(972) 488-8844