Woodridge-LR 810622SOU,"UWESTERN I. ABORA " RIES, INC.
Dallas, Texas 6-22-81 File No.
Report of tests on
To
Received from
Identification Marks
Soil
L & N Lan~.Corp.
Attn: Mr. Stephen Crim
Southwestern Contracting Co.
Woodridge Addi'tions, Phase III
Date Rec'd.
6-19-81
STANDARD PROCTOR SERIES (ASTM D698)
Light Tan & Brown Sand
Maximum Dry Density at optimum moisture
Optimum Moisture
117.6#/cu. ft.
9.7%
Brown Sand & Gravel
Maximum Dry Density at optimum moisture
Optimum Moisture
124.8#/cu. ft.
6.0%
Technician: R. Rodriguez
2-L & N Land Corp.
1-Southwestern Contracting Co.
1-Lichliter Co.
SOU~TI-;ItN L~tOIL~;S. INC.
Page 3 of 3
SOUTIi ]STERN LABORAT6,(, .'S, INC.
Dallas, Tex as
File No.
Report of tests on
To
Received from
Identification Marks Woodridge Addition, Phase III
FIELD DENSITY TESTS:
Date Ret'cl. 6/22/81
Location
Field
Moistur~
Field
Denaity
(Lbs./Cu. Ft.
12. West Sta. 6+60, South Sta.
2+20, 2nd lift 16 111
13. West Sta. 6+80, South Sta.
4+00, 2nd lift 28 93
14. Wes~ Sta. 7+00, South Sta.
3+80, 1st lift 10 112
15. West Sta. 7+00, South Sta.
2+00, 1st lift 14 110
16. West Sta. 7+00, South Sta.
1+50, 1st lift 13 109
Optimum Proctor
Moisture Density Percent
(%) (Lbs./Cu. Ft.) Density
16.1 108 102
27 95 98
9.7 117.6 95
13.9 114.4 96
13.9 114.4 95
5OLiTII',A ES'I'I']IN ~~, IN(:.
Ou! lellers and report~ are for thr exclusive use of the client to ~,hom Ihey ale addressed. The u~ of our name mu~t receive out prior written approval Our
letters and report~ apply to lhe ~ample tested andlo~ inspected, and are not necessarily indicative of Ihe qualifies of apparently identical or similar ploduel~