Trinity Shores-LR020611FIELD 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: 06/11/02
REPORT NO. 02-DM857-8a
MOISTURE/DENSITY RELATIONS
Proctor # Description Maximum Dry Optimum
Density (pcf) Hoisture (~)
I 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
2 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
Storm Drain Line Weight Content (~) Density (%)
22 3 FG-5.0 Line St - 3 Station 0 + 50 94.9 23.5 95
23 2 FG-4,0 Line St - 3 Station 0 + 50 101,4 22.7 99
24 2 FG-3.0 Line St - 3 Station 0 + 50 103.9 21.2 101
25 2 FG-2.0 Line St - 3 Station 0 + 50 100.8 21.0 ,98
26 2 FG-i.0 Line St - 3 Station 0 + 50 99.8 21.0 97
27 2 FG-3.0 Line St - 2 Station 0 + 50 100.6 23.4 98
28 I FG-2.0 Line St - 2 Station 0 + 50 87.2 21.4' 91'
- 2 Station 0 + 50 105.6 I 17.4' I 102
29
2
FG-i.0
Line
St
Remarks: complies with project specifications, unless otherwise noted *does net comply with project specifications
GETI
2630 Northaven Road
Dallas. Texas
Ph# (972) 488-3500
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~106 --
Fax #(972) 488-8844