Woodridge-LR 810911SOUTH vVESTERN I /1,BORATOR1LS, INC.
TEXAS • LOUISIANA • ARKANSAS
TESTING, INSPECTION 6 e i - C , 1 f i. j
MATERIALS ENGINEERS
Dallas, Texas September 11, 1981 Filr No 2 7126- 06
Report of tests on Soil Density
-To L & N Land Corporation Date Recd. 9/9/81
Attn: Mr. Stephen Crim
Received from Southwestern Contracting Company
Identification Marks Woodridge Additions, Phase III
FIELD DENSITY TESTS:
Location Flood Plane
1. South 11 +50, West 2 +00 lst lift
2. South 10 +50, West 1 +50 1st lift
3. South 9 +50, West 1 +25 lst lift
4. South 12 +00, West 1 +00 lst lift
5. South 13 +50, West 1 +00 lst lift
6. South 14 +0 , West 1 +50 1st lift
7. South 12 +50, West 1 +50 1st lift
8. South 14 +50, West 0 +50 1st lift
9. South 13 +00, West 0 +25 lst lift
10. South 11 +50, West 0 +50 lst lift
11. South 10 +00, West 1 +00 1st lift
Material: Tan & Brown Clay
Light Tan & Brown Cand
Field
Field
Optimum
Proctor
Moisture
Density
Moisture
Density
Percent
( %)
(Lbs. /Cu. Ft.)
( %)
(Lbs. /Cu. Ft.)
Density
17.0
101.3
20.0
102.5
98.8
18.7
100.5
20.0
102.5
98.0
23.1
98.5
20.0
102.5
96.1
18.1
101.1
20.0
102.5
98.6
18.9
100.7
20.0
102.5
98.2
14.5
101.6
20.0
102.5
99.1
10.0
117.0
9.7
117.6
99.5
15.8
103.0
20.0
102.5
100.5
16.8
100.0
20.0
102.5
97.6
12.0
98.5
20.0
102.5
96.1
22.1
103.2
20.0
102.5
100.7
102.5 # /cu.ft. @ 20.0% optimum moisture
117.6 # /cu.ft. @ 9.7% optimum moisture
Technician: Lewis Jones
cc: 2-Mr. Crim
1- Lichliter /Jameson & Associates 501L1 I-A(N LARORAI 'S, INC.
1- Southwestern Contracting Co. 6iJ��C/
1 -City of Coppell /Mr. Barnett
Lab. No.
D -6142 J1
/
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