Geotech Report 04 19 2021

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 Ltt I | i HEE Wr TInt percent finer 0.0 TT | PEE +t 100.000 10.000 1.000 0.100 particle size, millimeters. ‘Spec. Upper-Lower ____ commer] [weno] re | comse J weoun | rne = 0.010 0,001 Figure No. 1 GRAVEL SAND Specification* ‘SILT ‘CLAY Sieve Size % Finer Min.(%) _Max.(%) Sample Identification 3" (75 mm) Sample No.: 2.1/2" (63 mm) Lab No.: 2" (50 mm) Source/Location: 1.1/2" (38.1. mm) Description: 1" (25mm) 100.0 Reddish Brown cf Sand, 3/4" (19 mm) 86.7 5/8" (16 mm). sample descriotion in accordance with Burmister System TP-20 A21-040-04 some Silt, some mf Gravel 4/2" (12.5 mm) 83.3 LL: LPL: LPI: 3/8" (9.5 mm) 81.6 5/16" (8 mm) 1/4" (6.3 mm) As received Moisture Content: % #4 (4.75 mm) 76.8 Classification: #6 (3.35 mm) USCS: #8 (2.36 mm) 71.6 AASHTO: [SM] #10 (2 mm) Remarks: #14 (1.4 mm) Sample received in #16 (1.18 mm) 64.3 #20 (850 ym) #30 (600 ym) 55.8 lab on March 31, 2021 #40 (425 um) #50 (300 ym) 45.0 Project: Proposed #60 (250 jm) #100 (150 ym) 35.0 Location: West #200 (75 um) 27.8 Date: Job No.: 21-C-01 Client: Garden Homes Residential Development Orange, New Jersey 5-Apr-21 Report No.: z\-CAZ