Woodridge-LR 810909SOUTH ', _j0"1 "E1tN LABORA'I'OALS, INC.
TEX a LOUIS . ARKANSAS
TESTING. INSPECTION 6
MATERIALS ENGINEERS
1)alla,. Tr\as September 9, 1981
_Report of tests on Soil Density
To L & N Land Corporation
Attn: Mr. Stephen Crim
Received from Southwestern Contracting Company
Identification Dlarks Woodridge Additions
Phase III
FIELD DENSITY TESTS:
Pile- No. 27126 -06
Date Recd. 9/4/81
Location
Field
Moisture
Field
DensDensity Density
Optimum
Moisture
Proctor
D
Percent
( %)
(Lbs. /Cu. Ft.)
( % )
(Lbs. /Cu.Ft.)
Density
I.
South
10 +00
West
4 +75
1st
lift
11.3
115.0
9.7
117.6
97.7
2.
South
11 +00
West
4 +15
2nd
lift
10.3
115.5
9.7
117.6
98.2
3.
South
12 +75
West
4 +75
lst
lift
10.5
114.0
9.7
117.6
96.9
4.
South
13 +50
West
4 +00
2nd
lift
10.0
114.5
9.7
117.6
97.5
5.
South
14 +50
West
4 +50
2nd
lift
11.1
114.75
9.7
117.6
97.5
6.
South
11 +50
West
4 +00
lst
lift
10.8
115.0
9.7
117.6
97.7
7.
South
11 +00
West
3 +00
lst
lift
10.5
114.0
9.7
117.6
96.9
8.
South
13 +00
West
3 +25
1st
lift
10.2
114.75
9.7
117.6
97.5
9.
South
15 +00
West
3 +00
1st
lift
9.7
115.25
9.7
117.6
98.0
10.
South
12 +50
West
2 +75
lst
lift
11.1
114.75
9.7
117.6
97.1:
11.
South
11 +00
West
2 +50
lst
lift
10.4
114.5
9.7
117.6
97.3
12.
south
13 +75
West
2 +5
1st
lift
10.1
113.5
9.7
117.6
96.5
Material:
Light
Tan with brown
sand
Technician: G. Cotton
117.61/ cu.ft. @ 9.7% optimum moisture
cc: 2 -Mr. Crim /
1- Lichliter /Jameson & Associates✓ :OUT1111PS1'I;KN 1,y \B( iATORIE',INC
1- Southwestern Contracting Co.
1 -City of Coppell
Lab. No. D -6041 jl
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