Windance Sub-LR 850911PITTSBURGH TESTING LABORATORY ~o.M.o..,.Ev.
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Client
REPORT OF IN-PLACE SOIL DENSITY TESTS
Time Tech General Contractors
Proiect
Windance Subdivision
Soil Description Dark Gray Sandy Clay
Max. Dry Density 108.0 lbs./cu, ft. Optimum Moisture 15.2 % Method of Test ASTM D 698/ASTM D 2922
3/11/85 I Pipeline in front of Building #4 2 17.9 120.1 103.2 95.0
9/11 2 Pipeline in front of Building #2 2 15.8 119.9 104.2 96.4
9/11 3 Cul-de-sac at Tracourt Circle F 14.0 121.7 104.9 96.1
i
Inspector; B. Cooper
Remorks Job Specifications: 95% ~ 2% moisture
PITTSBURGH TEST~I~ LABORATORY
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