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HomeMy WebLinkAboutSieve Analysis revised 0 SILT/CLAYSANDFineSANDMediumSANDCoarseGRAVEL#200#4 Particle Diameter (mm)% Passing 10.001.000.100.01 100908070605040302010 Sieve Analysis Data Sheet - Cape Cod Engineering, Inc. ASTM D422-63(2007) Green Harbor Project Name:Tested By:Date: R. PerryApril 15 2020 182 Baxter Ave. W. Yarmouth Location:Checked By:Date: 2 Boring No:Test Number: 2 9 in. composite Sample Depth:Gnd Elev.: 3 - NAVD88 Cu = 3.1 - Well graded med. sand w/ slight gravel/shells USCS Soil Classification: ( screen losses 0.8g # 40 & # 60) Clean sand Comment: Weight of Container (g):Weight of Container & Soil (g): N/AN/A Weight of Dry Sample (g): 259.1 Diameter Mass of Sieve Mass of Sieve Soil Retained Soil Retained Soil Passing Sieve Number (mm)(g)& Soil (g)(g)(%)(%) #44.7514.35.594.5 #102.007.93.091.4 #400.43159.661.629.8 #600.2561.323.76.2 #1000.1513.85.30.8 #2000.0751.10.40.4 Pan 0.30.10.0 TOTAL:258.399.7 Diameter Sieve% Passing% Passing (mm) 44.75100 102100 400.425100 2000.075100 44.750 1020 400.4250 2000.0750 Grain Size Distribution Curve Results: D:C: % Gravel: 5.50.283.14 10u D:C % Sand: 93.5 30c: D: % Fines: 0.80.88 60 14.333 Sieve Analysis WorksheetRevised 02/13__ of __ 14.333 Sieve Analysis WorksheetRevised 02/13__ of __