Geotech Report 02 12 2024

SOR TESTING LABORATORIES, INC. Tel.: (973) 239-6001 Fax: (973) 239-8380 98 Sand Park Road - Cedar Grove, NJ 07009 PARTICLE SIZE DISTRIBUTION TEST REPORT http://www.sorlabs.com 3" 2" 412" #10 #50 #200 HYDROMETER ANALYSIS 100.0 = mT T 7 i t $00 _ HTT I | 80.0 + eee } i: 70.0 t ~ 60.0 - j 8 40.0 t+ 14 + : * 30.0 PA { } . ; 1 | I 20.0 nh Sinan MEE 10.0 - { | I 0.0 l 100.000 10.000 1.000 0.100 0,010 0.004 oe es — ze iimelers Figure No. 9 ‘GRAVEL ‘SAND ‘Sit CLAY jpecification Sieve Size % Finer Min.(%) _ Max.(%) Sample Identification 3" (75 mm) Sample No.: TPS 2 1/2" (63 mm) Lab No.: A24-06-03 2" (50 mm) Source/Location: Tv 4-1/2" (38.1 mm) 100.0 Description: 4" (25 mm) 96.9 Red.Brown cf Sand, and Silt, some cf Gravel 3/4" (19 mm) 95.5 5/8" (16 mm) ‘sample description in accordance with Burmistr System 1/2" (12.5 mm) 88.1 LL: LPL: L_ Pl: 3/8" (9.5 mm) 82.9 5/16" (8 mm) As received Moisture Content: 18.6 % 41/4" (6.3 mm) #4 (4.75 mm) 78.0 Classification: ‘#6 (3.35 mm) uscs: [SM] #8 (2.36 mm) 73.8 AASHTO: #10 (2mm) Remarks: #14 (1.4mm) Sample received in lab on January 15, 2024 #16 (1.18 mm) 69.4 #20 (850 um) |Permeal 1k: 1.2 x 10-4 cm/s (0.17 in/hr) KO #30 (600 um) 64.3 Permeability, k: 1.1 x 10-4 cm/s (0.16 in/hr) KO #40 (425 um) Client: Garden Homes +#50 (300 um) 56.5 Project: West Essex Highlands #60 (250 um) Stormwater Management System #100 (150 ym) 47.6 Location: West Orange, New Jersey #200 (75 ym) 414 Date: 17-Jan-24 - Job No.: 24-C-02 Report No.: