Geotech Report 04 19 2021

SOR TESTING LABORATORIES, INC. 98 Sand Park Road - Cedar Grove, NJ 07009 (973) 239 6001 Fax: (973) 239 8380 Client Garden Homes Date 04/19/21 Lab No. A21-040-04. Project Proposed Residential Development, West Orange, NJ Report No. Zi-c-12 Sample No. TP-20 Depth Job No. 21-C-01 Description of Sample Reddish Brown cf Sand, some Silt, some mf Gravel Compaction Method ASTM D-1557 Method 'C' - AASHTO 7193 and T180 Sample Condition Soaked 96 Hours Sample Dry Density Before Sample Molsture Content Soak (p.c.f.) 119.9 Before Soak (%) 6.6% babi ae Density After Sample Moisture Content —_ 115.4 After Soak (%) 10.7% 6@0.1" Swell (%) 0.00 Bearing Ratio (%) 8@0.2" CBR (California Bearing Ratio) (ASTM D-1883) he ee, Unit Load (psi) SNF 0I1D)= OKO NOES OOOOOOOOOOOOOOOOOO 0.00 0.10 0.20 0.30 0.40 Penetration (in.) Figure No. 3