Woodridge-LR 810828SOUTH1ti STERN LA130RAT0jv. jS, INC.
TEXAS • LOUISIANA • ARKANSAS
TESTING, INSPECTION h
MATERIALS ENGINEERS
Da11a =,Tetras August 28, 1981
Report of tests on Soil Density
To L & N Land Corporation
Attn: Mr. Stephen Crim
Received from
Identification marks Woodridge Addition
26.9 Acre Tract MF
FIELD DENSITY TESTS:
RLCLIVFD
Fn U 1`i8i
Date Recd. 8/27/81
Material: Dark brown sandy clay
Technician: G. Cotton
File Nn. 27126 -07
106.2 # /cu. ft. @ 19.5% optimum moisture
cc: 2 -Mr. Crim
1- Lichliter /Jameson & Associates/ Bert Elsie, P.E.
1 -City of Coppell /Mr. Scott Barnett
1- Southwestern Contracting Co.
SOUT11% :STI; IN LABO HATORI 'S INC.
Lab. Nu. D -5748 jl
Our let tern and reports are for the ea ch, we use of the spent to whom they are ad dreaed. The usr of our name must recenc our prior wnt t en apprnaI Our
let lets and repom apply to the vim Pie Ics Ted and; nr impect ed, and arc not necessarilc indlca In of the qua l inn of apparentl> identical or similar proulucE
Field
Field
Optimum
Proctor
Moisture
Density
Moisture
Density
Percent
Location
( %)
(Lbs. /Cu. Ft.)
M)
(Lbs. /Cu. Ft.)
Density
1. Block
D,
lot 22
20.7
103.5
19.5
106.2
97.4
2. Block
D,
lot 24
19.1
104.5
19.5
106.2
98.5
3. Block
D,
lot 26
18.6
103.25
19.5
106.2
97.2
Material: Dark brown sandy clay
Technician: G. Cotton
File Nn. 27126 -07
106.2 # /cu. ft. @ 19.5% optimum moisture
cc: 2 -Mr. Crim
1- Lichliter /Jameson & Associates/ Bert Elsie, P.E.
1 -City of Coppell /Mr. Scott Barnett
1- Southwestern Contracting Co.
SOUT11% :STI; IN LABO HATORI 'S INC.
Lab. Nu. D -5748 jl
Our let tern and reports are for the ea ch, we use of the spent to whom they are ad dreaed. The usr of our name must recenc our prior wnt t en apprnaI Our
let lets and repom apply to the vim Pie Ics Ted and; nr impect ed, and arc not necessarilc indlca In of the qua l inn of apparentl> identical or similar proulucE