Woodridge-LR 810409T£STIhIG. IHSPECTION ,I,
M A'i' £H |AL5 E H C. I N E I= 1'~$
Dallas, Texas
4-9 -81
File No. 2712601
Report of tests on
To
Received from
Identification Maxk$
Soil Density
L & N Land Corp.
Att'n: Hr. StePhen Crim
Southwestern Contracting Company
Woodridge Additions I & II
FIELD DENSITY TESTS:
Date Rec'd.
4-8-81
Proposed 16 acre
L~ation Fill site
Field Field Optimum Proctor
Moisture Density Moisture Density
(%) (Lbs./Cu. Ft.) (%) (Lbs./Cu. Fl.)
Den.it¥
1. South west side of fill,
1%' of fill
10.5 114.0 8.5 119.2
95.6
2. Center of fill, 3 ~' of
fill
12.5 104.0 16.1 108.0
96.3
3. Center of fill east side
1%' of fill
19.2 101.5 20.3 103.8
97.8
4. North end of fi'il center,
1' of fill
13.2 104.25 16.1 108.0
96.5
Light brown silty sand.. 119.2 #/cu.ft. @ 8.5 % optimum mositure.
Reddish brown silty sand. 108.0 #/cu.ft. @ 16.1% optimum moisture.
Dark brown, clay with limestone. 103.8 #/cu.ft. @ 20 3 % optimum moisture.
Technician: L. Jones
CC:
2-L & N Land Corp.,Mr. Crim
1-Southwestern Corporation Company
1-Lichliter Company
Lab. No. D-9663
letlet$ and rcporl~ apply lo Ibc ~ampl¢ Ir~rd and.mr ~n~pr¢led. and d~c i'lr~l neceq.~lrl]% ,nd,caltve nf Iht qua1,nr~ of appa~rnfl%' mdcnhcal o: ~irnilat produclt