Geotech Report 04 19 2021

Report for: SOR TESTING LABORATORIES, INC. 98 Sand Park Road - Cedar Grove, NJ 07009 (973) 238 6001 Fax: (973) 239 8380 Garden Homes Lab. No. A21-040-05 Date: 415121 Project: Proposed Residential Development, , West Orange, New Jersey Job No.: Source: Report No.: Sample No.: Test performed in accordance with: ASTM D 1557, Method " MOISTURE - DENSITY RELATIONS TEST 1P.22 Material: Reddish Brown SILT and, ef Sand, little mf Gravel 21-C-01 21-147 ML] AASHTO T180 Sp. Gr. (assumed) Fraction used for test: 3/4" Rammer: Mechanical Diameter of mold: e No. of layers: 5 Blows per li jer: 2.60 56 Maximum Dry Density (Ibs. per cu.ft.) 117.0 Optimum Moisture Content 11.9 % 121.50 121.00 120.50 120.00 119.50 119.00 118.50 118.00 117.50 117.00 116.50 116.00 118.50 115.00 414,50 114.00 113.50 113.00 12:50 112.00 111.50 111.00 110.50 110.00, 108.50 409.00, 108.50 108.00 107.50 197.00 106.50 106.00, 105.50 108.00 104.50 Dry Density, p.c. 104.00 9 Moisture Content, % Figure No. 2 22