Trinity Shores-LR020618FIELD 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: 06/18/02
REPORT NO. 02-DM857-10a
MOISTURE/DENSITY RELATIONS
Proctor # · DeScription MaximUm DrY ~,:OPtimum
Density (p~) 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 RESULTS
Test # !Proctor # Lift (ft) LOCATION Unit Dry Moisture Maximum Dry
Weight Content (~) Density
33 1 FG Lot I 95.3 27.6 99
34 1 FG Lot 2 92.2 26.9 96
35 2 FG Lot 3 102.6 19,9' 100
36 2 FG Lot 4 101.7 21.0 99
37 2 FG Lot 5 102.4 21.0 100
38 2 FG Lot 6 100.8 18.4' 98
ech: Joe
Remarks: complies with project specificatioms, unless otherwise noted
*Moisture content does not comply with specifications.
GETI
2630 Northaven Road
Dallas. Texas
Ph~ (972) 488-3500
#106
.. /LSyed S. Afsar. P.E.
Project Engineer
Fax #(972) 488-8844
FIELD DENSITY REPORT
CLIENT: Ken-Ran Development
2125 N. Josey Lane, Suite 202
Carrollton, Texas 75006
DATE OF REPORT: 06/18/02
PROJECT: Proposed "Trinity Shore Estates"
Sandy Lake Road
Coppell, Texas
REPORT NO. 02-DM857-10b
MOISTURE/DENSITY RELATIONS
Proctor ~ Description Maxi.,..mum Dry
Density (p~f) Moistur6
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 crt) LOCATION Unit. Dry Moisture Maximum Dry.
Weight Content (~) Density (~)
39 2 FG Lot 7 102.3 19.7' 100
40 1 FG Lot 8 90.7 26.2* 95
41 1 FG Lot 9 92.3 21.0' 96
42 1 FG Lot 10 90.8 27,6 95
43 2 FG Lot 11 103.1 21.7 100
44 2 FG Lot 12 104.7 20.9 102
G~-~I Tech:
Remarks: ccmplies with project specifications, unless otherwise noted
*Moisture content does not comply with specifications,
GETI
2630 Northaven Road
Dallas. Texas
Ph# (972) 488-3500
#106
Project Engineer
Fax ~(972) 488-8844
FIELD DENSITY REPORT
CLIENT: Ken-Ran Development
2125 N. Josey Lane, Suite 202
Carrollton, Texas 75006
DATE OF REPORT: 06/18/02
PROJECT: Proposed "Trinity Shore Estates"
Sandy Lake Road
Coppell, Texas
REPORT NO. 02-DM857-10c
MOISTURE/DENSITY RELATIONS
ProctOr # ~De$cription Maximum Dry oPtimu~ ii!iiii!i
Density (p~f) 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 RESULTS
Test # Proctor # Lift (ft) LOCATION Unit Dry Moisture Maximum Dry
We~.~ht Content (~) Density
45 1 FG Lot 13 ~93.8 28.2 98
46 1 FG Lot 14 94.6 26.9 99
47 1 FG Lot 15 95.0 27.0 99
48 2 FG Lot 16 100.7 19.6'~ 98
49 I FG Lot 17 95.4 26.1 100
50 1 FG Lot 18 92.6 26.7 97
51__ ~ ....... FG Lot 18 96.0 24.2* 100
Remarks: complies with project specifications, unless otherwise noted *Moisture content does not comply with specifications.
GETI
2630 Northaven Read
Dallas. Texas
Ph# (972) 488-3500
#106
Fax #(972) 488-8844