Geotech Report 02 12 2024

SOR TESTING LABORATORIES, INC. 98 Sand Park Road - Cedar Grove, NJ 07009 Tel.: (973) 239-6001 Fax: (973) 239-8380 _http://www.sorlabs.com PARTICLE SIZE DISTRIBUTION TEST REPORT —_— 3" 2" 412" #10 #50 #200 HYDROMETER ANALYSIS. 100.0 T - T 90.0 <a ; 80.0 t > ~ - | >. 70.0 \ ro 60.0 T 3 N & 50.0 i t $ T 40.0 | 30.0 in 20.0 tot op 10.0 Hy Tt a ! ti I ia 100.000 10.000 1.000 0.100 0.010 0,001 Soscosuse es oe ‘COARSE Figure No. 35 ‘Spec. UperLower GRAVEL ‘SLT CLAY ‘Specification Sieve Size % Finer (%) Max.(%) ‘Sample Identification 3" (75 mm) ‘Sample No.: ‘TP-34 2.1/2" (63 mm) [Lab No.: A24-06-07 2" (50 mm) [Source/Location: Ss 1-1/2" (38.1 mm) 100.0 Description: 1" (25 mm) 96.8 Red.Brown cf Sand, some Silt, some cf Gravel 3/4" (19 mm) 94.8 5/8” (16 mm) sample description in accordance with Burmister Syslom 1/2" (12.5 mm) 92.3 LL: LPL: L_ Pl: 3/8" (9.5 mm) 89.8 5/16" (8 mm) As received Moisture Content: 186 % 4/4” (6.3 mm) #4 (4.75 mm) 84.9 Classification: #6 (3.35 mm) USCS: [SM] #8 (2.36 mm) 79.6 AASHTO: #10 (2 mm) Remarks: #14 (1.4 mm) Sample received in lab on January 15, 2024 #16 (1.18 mm) 73.8 #20 (850 um) Permeability, k: 5.6 x 10-4 cm/s (0.81 in/hr) K2 #30 (600 ym) 66.2 Permeability, k: 5.7 x 10-4 cm/s (0.82 in/hr) K2 #40 (425 um) Client: Garden Homes #50 (300 ym) 53.2 Project: West Essex Highlands #60 (250 pm) 0.00056 #100 (150 um) 38.9 Location: West Orange, New Jersey #200 (75 um) 30.6 Date: 17-Jan-24 Job No.: 24-C-02 Report No.: