Geotech Report 04 19 2021

SOR TESTING LABORATORIES, INC. 98 Sand Park Road - Cedar Grove, NJ 07009 (973) 239 6001 Fax: (973) 239 8380 hitp_/www.soriabs.com Reportfor: Garden Homes Lab. No.: A21-040-04 Date: 415121 Project: Proposed Residential Development, , West Orange, New Jersey Job No.: 24-C-01 Source: Report No.: 21-147 MOISTURE - DENSITY RELATIONS TEST Sample No: TP-20 Material: Reddish Brown of Sand, some Silt, some mf Gravel {smy Test performed in accordance with: | ASTM D 1557, Method 'C'- AASHTO T180 Sp. Gr. (assumed) 2.60 Fraction used for test: 3/4" Rammer: Mechanical Diameter of mold: e No. of layers: 5 Blows per layer: 36 ‘Maximum Dry Density (Ibs. per cu.ft.) 125.1 Optimum Moisture Content 8.9 % Gravel Corrected Maximum Dry Density (Ibs. per cu.ft.) (astm 0 4716) 129.0 Optimum Moisture Content 8.0 % 130,00 129.50 129.00 128.50 128,00 427.50 127.00 126.50 126.00 125.50 125.00 124,50 124,00 123.50 [Zero air Voids| 123.00 122.50 122.00 421.50 121.00 120.50 420.00 119.50 Dry Density, p.c.1 119.00 118.50 118.00 117.50 117.00 116.50 116.00 115.50 118.00, 114.50 114,00 5 6 T 8 9 10 1 12 fry “4 15 16 7 Moisture Content, % Figure No.2