Woodridge-LR 810916SOUTII i�,ISTER,N LABORATO.�l_.S, INC.
TEXAS • LOUISIANA . ARKANSAS
TESTING, INSPECTION e
MATERIALS ENGINEERS t•f. (t 7
Dalla a.Tcxas September 16, 1981 File N 27126 -06
Report of tests on Soil Density
To L & N Land Corporation Date Recd. 9 /11/81
Attn: Mr. Stephen Crim
Received from
Identification Marks Woodridge Additions
Phase III Flood Plain
FIELD DENSITY TESTS:
S0Li'P11% %1- '.ST1aiN LAkuliAl'ONIF:.' 1 \C.
Lab. No D -6334 it
Our letters and reports are for the eaclu,ive ua of the Ghent In whom they arc addressed The use of our name must recent our prior %open appr n'al Our
letter and reports apply to the sample tested andtor inspected. and arc not necessarily indlcat"e of the qualities of apparently Identical or similar prrsducts
Field
Field
Optimum
Proctor
Location
Moisture
( %)
Density
(Lbs. /Cu. Ft.)
Moisture
( %)
Deinsity
(Lbs. /Cu. Ft.)
Percent
Density
T
1.
West 4 +00,
South 11 +00,
3rd
lift
19.5
106.25
19.4
109.6
96.9
2.
West 4 +00,
South 12 +00,
3rd
lift
19.6
107.0
19.4
109.6
97.6
3.
West 4 +00,
South 13 +00,
3rd
lift
18.6
107.5
19.5
109.6
98.1
4.
West 2 +75,
South 14 +00,
3rd
lift
19.8
106.0
19.4
109.6
96.7
5.
West 2 +50,
South 13 +00,
3rd
lift
18.7
106.5
19.4
109.6
97.1
6.
West 2 +50,
South 10 +00,
3rd
lift
18.3
107.75
19.4
109.6
98.3
7.
West 1 +50,
South 11 +00,
2nd
lift
17.8
107.75
19.4
109.6
98.3
8.
West 1 +50,
South 13 +00,
2nd
lift
17.6
107.5
19.4
109.6
98.1
9.
West 1 +50,
South 14 +50,
2nd
lift
17.5
108.0
19.4
109.6
98.5
Material: Brown
clay
109.6# /cu.ft. @ 19.4%
optimum
moisture
Technician:
G.
Cotton
cc:
2 -Mr. Crim
1- Lichliter
/Jameson & Associates
1- Southwestern
Contracting
Company
1 -City of
Coppell /Mr. Barnett
S0Li'P11% %1- '.ST1aiN LAkuliAl'ONIF:.' 1 \C.
Lab. No D -6334 it
Our letters and reports are for the eaclu,ive ua of the Ghent In whom they arc addressed The use of our name must recent our prior %open appr n'al Our
letter and reports apply to the sample tested andtor inspected. and arc not necessarily indlcat"e of the qualities of apparently Identical or similar prrsducts