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 oti ze 112" #10 #50 #200 © HYDROMETER ANALYSIS 100.0 \ | 90.0 4 | soo fii ti fH 7 | 700 Heo ITE 60.0 NL } —— tH t 2 50.0 Lf } | = ins TT i 8 40.0 - {ttt { g rT ~ | | 30.0 Sn : : mo HH a 10.0 HE co if to 0.0 l l Try 100.000 10.000 1.000 0.100 0.010 0,001 ae leva ced ae ‘conrsz [wean | co partite os : ome Figure No. 12 — ners) GRAVEL SAND ‘SILT CLAY ‘Specification™ Sieve Size % Finer Min.(%) _Max.(%) ‘Sample Identification 3" (75 mm) Sample No.: TP-11 2.1/2" (63 mm) Lab No.: A24-08-01 2" (50 mm) ‘Source/Location: 6 4.1/2" (38.1 mm) 100.0 Description: 4" (25 mm) 75.3 Red.Brown cf GRAVEL and, cf Sand, little Silt 3/4" (19 mm) 66.8 5/8" (16 mm) _sample description in accordance with Burmister Sysiem 4/2" (12.5 mm) 59.6 LL: LPL: LP: 3/8" (9.5 mm) 56.9 5/16" (8 mm) As received Moisture Content: 10.8 % 1/4" (6.3 mm) #4 (4.75 mm) 50.3 Classification: #6 (3.35 mm) uscs: [GM] #8 (2.36 mm) 44.6 AASHTO: #10 (2mm) Remarks: #14 (1.4 mm) Sample received in lab on January 18, 2024 #16 (1.18 mm) 40.4 #20 (850 um) Permeability, k: 1.3 x 10-3 cm/s (1.87 in/hr) K2 #30 (600 pm) 36.3 Permeability, k: 1.2 x 10-3 cm/s (1.73 in/hr) K2 #40 (425 um) (Client: Garden Homes #50 (300 um) 29.6 Project: West Essex Highlands #60 (250 um) Stormwater Management System #100 (150 ym) 21.2 Location: West Orange, New Jersey #200 (75 um) 15.7 Date: 25-Jan-24 - Job No.: 24-C-02 Report No.: