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. A21-040-05 Project Proposed Residential Development, West Orange, NJ Report No. 2Zil-C-\Z2 Sample No. TP-22 Depth Job No. 21-C-01 Description of Sample Reddish Brown _ SILT and, cf Sand, little mf Gravel Compaction Method ASTM D-1557 Method 'C' - AASHTO T193 and 7180 Sample Condition Soaked 96 Hours Sample Dry Density Before Sample Moisture Content Soak (p.c.f.) 111.4 Before Soak (%) 12.0% ear os anid After Sample Moisture Content a 108.5 After Soak (%) 15.0% 6@0.1" ‘Swell (%) 0.00 Bearing Ratio (%) 8@0.2" CBR (California Bearing Ratio) (ASTM D-1883) 160 199 140 1 a {eu Q 41 = ia | 4 gS 60 4 £U = ov iS OU 2 4 30 20 i0 uU 0.00 0.10 0.20 0.30 0.40 Penetration (in.) Figure No. 3