Trinity Shores-LR020610? GEOTECHNICAL & MATERIALS ENGINEERS
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: 06/10/02
REPORT NO. 02-DM857-7B
MOISTURE/DENSITY RELATIONS
Proctor # Description MaXimum Dry Optimum
Density (pcf) Moisture (~)
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
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
Storm Drain Line Weight Content (~) Density (%)
15 2 FG-4.0 Line St - 1 in front of Lot 6 102.5 21.5 100
16 2 FG-3,0 Line St - 1 in front of Lot 6 97.4 21.5 95
17 2 FG-2.0 Line St - 1 in front of Lot 6 100.3 21.3 98
18 2 FG-i.0 Line St - 1 in front of Lot 6 102.3 21.7 100
19 2 FG-3.0 Line St - 5 in front of Lot 6 99.6 23.9 97
20 2 ..FG-3,0 Line St - 5 in front of Lot 6 98.6 26.5 96
21 2 FG-i.0 Line St - 5 in front of Lot 6 101.3 21.7 99
G~*I Tech: RJgo
Remarks: complies with project specifications, unless otherwise noted
*Locations provided by client
Reviewed by:
GETI
2630 Northaven Road ~106
Dallas. Texas
Ph# (972) 488-3500 Fax #(972) 488-8844
? GEOTECHNICAL & MATERIALS ENGINEERS
FIELD DENSITY REPORT
CLIENT: Ken-Ran Development
2125 N. Josey Lane, Suite 202
Carrollton, Texas 75006
DATE OF REPORT: 06/10/02
PROJECT: Proposed "Trinity Shore Estates" REPORT NO. 02-DM857-7A
Sandy Lake Road
Coppell, Texas
MOISTURE/DENSITY RELATIONS
Proctor # Description Maximum Dry Optimum
Density Cpcf) 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 RESULT!
Test# Proctor# Lift (ft) LOCATION* Unit Dry Moisture Maximum Dry
Storm Drain Line Weight Content (~) Density (~)
9 3 FG-6.0 Retest of Test #1 -99.9 22.8 100
10 2 FG-5,0 Retest of Test #2 101.5 21.0 99
1t 1 FG-4.0 Line St - 1 91.1 27.8 95
Between Lots 14 & 13
12 2 FG-3.0 Line St - I 99.1 22.8 96
Between Lots 14 & 13
13 2 FG-2.0 Line St - 1 101.0 21.2 98
Between Lots 14 & 13
14 I 2 FG-I.0 Line St - 1 98.6 21.1 96
Between Lots t4 & 13
Remarks: complies with project specifications, unless otherwise noted
*Locations provided by client
Reviewed
GETI
2630 Northaven Road #106
Dallas. Texas
Ph# (972) 488-3500 Fax #(972) 488-8844