Windance Sub-LR 850909PITTSBURGH TESTING LABORATORY
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Client
REPORT OF IN-PLACE SOIL DENSITY TESTS
Time Tech General Contractors
Project
Windance Subdivision
Soil Description Dark Gra,y Sandy Clay
Max. Dry Density 108.0 lbs./cu, ft. Optimum Moisture 15.2 % Method of Test ASTM D 698/ASTM D 2922
9/9/85 I Trench Line between Buildings #11 & #12 F 9.5 125.7 112.7 104.3
9/9 2 Trench Line North of Buildin9 #13 F 9.3 123.9 113.4 105.0
9/9 3 Northwest Corner - Trench Line F 8.4 123.0 113.5 105.0
9/9 4 Middle of W. Street - Trench Line F 11.1 118.0 106.9 99.0
g/9 5 Trench Line between Buildings #4 & #5 FI 8.8i 118.6 108.g 100.9
9/9 6 Trench Line between Buildings #3 & #2 F' 9.21 114.1 104.4 96.7
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Inspector: I. Sarjooqhian
Remarks. Job Specifications: 95% -+ 2%
PITTSBURGH TESTING LABORATORY