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HomeMy WebLinkAboutSieve analysis 4.21.2024Project Name:Tested By:R. Perry Date:4/21/2024 Location:Sampled by:R. Perry Date:4/19/2024 Boring No:Test Number:1 Sample Depth:Gnd Elev.:4 NAVD 88 USCS Soil Classification: Comment: Weight of Container (g):N/A Weight of Container & Soil (g):N/A Weight of Dry Sample (g):346.7 Sieve Number Diameter (mm) Mass of Sieve (g) Mass of Sieve & Soil (g) Soil Retained (g) Soil Retained (%) Soil Passing (%) #4 4.75 0.0 0.0 100.0 #10 2.00 0.0 0.0 100.0 #20 0.84 3.4 1.0 99.0 #40 0.43 218.7 63.1 35.9 #60 0.25 109.8 31.7 4.3 #100 0.15 12.8 3.7 0.6 #200 0.075 0.3 0.1 0.5 Pan 0.0 0.0 0.0 TOTAL:345.0 99.5 Sieve Diameter (mm)% Passing % Passing 4 4.75 100 10 2 100 40 0.425 100 200 0.075 100 4 4.75 0 10 2 0 40 0.425 0 200 0.075 0 % Gravel:0 D10:0.29 Cu:1.8 % Sand:100 D30:Cc: % Fines:0 D60:0.53 Cu = 2.3 - Poorly graded (Med. sand.) Muncell color 2.5 Y 7/2 (light); Clean; 1.7 g. seive screen loss Grain Size Distribution Curve Results: Sieve Analysis Data Sheet - Cape Cod Engineering, Inc. PO BOX 1517, EAST DENNIS, MA 02641 - 508-385-1445 AWAD - BEACH 911 Great Isle. Rd. N/A 0 - 8 inch composite 0 10 20 30 40 50 60 70 80 90 100 0.010.101.0010.00% PassingParticle Diameter (mm) #4 #10 #40 #200GRAVELCoarse SAND Medium SAND Fine SAND SILT/CLAY 14.333 Sieve Analysis Worksheet Revised 02/13 __ of __