Woodridge-LR 810922S, INC.
SOUII1 ,-alERN LABORAT(3.A'
])alla,.T,'xa~ September 22, 1981
Fih' No. 27126-06
Report of tests on
To
Received from
Identification Marks
FIELD DENSITY TESTS:
Lo~ation
Soil Density
L & N Land Corporation
Attn: Mr. Stephen Crim
Woodridge Additions, Phase III
ASTM D-2922
D-3017
Date Red& 9/18/81
Field Field Optimum Proctor
Moisture Density Moiature Der~ity Percent
(%) ~Lbs./Cu. Ft.) (%) (Lbs./Cu. Ft.) Density
1. 2+00 South, 1+70 West
1st lift 20.8 101.75 20.0 102.5 99.2
2. 2+00 South, 1+00 t~est
1st lift 19.6 104.5 20.0 102.5 101.9
3. 1+50 West, O0 South
2nd lift 19.1 105.75 20.0 102.5 102.6
Material: Dark tan & brown clay with limestone 102.5#/cu.ft. @ 20.0% optimum moisture
NOTE: The above tests comply with minimum requirements of 95% maximum dry density of
ASTM D-698.
Technician: G. Cotton
cc: 2-Mr. Crim /
1-Lichliter/dameson & Associates
1-Southwestern Contracting Company
1-City of Coppell/Mr. Barnett
ESTER
SOUTII ' '
.,t ]ERN L:[BORATOi{ S, INC.
September 22, 1981
27126 06
Dalla~.T~.xa~ Fil~
Report of tests on
To
Received from
Identification Marks
Soil density
L & N Land Corporation
Attn: Mr. Stephen Crim
Woodridge Additions - Phase III
FIELD DENSITY TESTS:
Date Red&
- Flood Plain
9/21/81
3rd lift
1. North 1+25, West 1+25
2. Sta. 0+00, West 1+00
3. South 1+25~ West 2+00
4. South 2+25, West 1+00
Field Field Optimum Proctor
Moisture Demsity I~foisture Der~ity
(%) (Lbs./Cu. lat.) (%) (Lbs./Cu. Ft.)
21.3 99.75 19.3 101.5
19.0 101.25 19.3 101.5
22.3 96.0 24.8 94.6
20.8 96.0 24.8 94.6
Density
98.2
99.7
101.4
101.4
Material: Light tan and yellow clay
Dark brown clay
lO1.5#/cu, ft. @ 19.3 optimum moisture
94.6#/cu. ft. @ 24.8% optimum moisture
Technician: G. Cotton
2 - Mr. Crim
1 - Lichliter/Jamesoh & Associates, Mr. Elsie
1 - Southwestern Contracting Co.
1 - City of Coppell, Mr. Barnett
$Ot~TII
Lab. No. D6596 my
,/
SOUTIi I STERN r,
LABOIt;A 10 O,.S, INC.
I)alla~-.T,.xas. September 22, 1981
Filr No.
27126 06
Report of tests on
To
Received from
Identification Marks
Soil density
L & N Land Corporation
Attn: Mr. Stephen Crim
Woodridge Additions - Phase III
FIELD DENSITY TESTS:
Date Rec'd. 9/17/81
- Flood Plane
Location
Field Field Optimum Proct~r
Moisture Density Moisture Dertsity
(%) (Lbs./Cu. Ft.) (%) (Lbs./Cra Ft.)
1. North Sta. 0+50, West 1+00 28.9 91.2 24.8 94.6
2. North Sta. 1+00, West 0+75 22.7 89.9 24.8 94.6
3. South Sta. 0+00, West 1+00 24.7 90.7 24.8 94.6
Material: Dark brown clay
94.6#/cu. ft. @ 24.8% optimum moisture
Denaity
96.4
95.0
95.9
Technician: L. Jones
2 - Mr. Crim
i - Lichliter/Jameson & Associates, Mr.
1 - Southwestern Contracting Co.
1 - City of Coppell, Mr. Barnett
Elsie/