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100 <br />90 <br />80 <br />70 <br />W 60 <br />Z <br />LL <br />Z 50 <br />W <br />W 40 <br />0- <br />30 <br />20 <br />10 <br />Particle Size Distribution Report <br />- U 5 <br />n MNDOT Class 5 3138 <br />N <br />100 10 1 0.1 0.01 0.001 <br />GRAIN SIZE - mm. <br />% +3" % Gravel % Sand % Fines <br />Coarse Fine Silt Clay <br />0.0 44.0 29.0 16.5 10.5 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC.` <br />PERCENT <br />PASS? <br />(X=NO) <br />3" <br />100.0 <br />2 <br />100.0 <br />11/2" <br />100.0 <br />100.0 <br />1" <br />100.0 <br />3/4" <br />100.0 <br />70.0 - 100.0 <br />1/2" <br />96.0 <br />3/8" <br />84.0 <br />45.0 - 90.0 <br />#4 <br />70.0 <br />35.0 - 80.0 <br />#10 <br />56.0 <br />20.0 - 65.0 <br />#16 <br />47.0 <br />#40 <br />27.0 <br />10.0 - 35.0 <br />#60 <br />17.0 <br />#100 <br />13.0 <br />#200 <br />10.5 <br />3.0 - 10.0 <br />X <br />MNDOT Class 5 3138 <br />Sample Number: SB-8 <br />Haugo <br />GeoTechnical Services <br />Maple Grove, Minnesota <br />Tested By: <br />Soil Description <br />Aggregate Base <br />Atterberg Limits <br />PL= <br />LL= <br />P1= <br />Coefficients <br />D90= 10.9172 <br />D85= 9.7582 <br />D60= 2.5145 <br />D50= 1.4042 <br />D30= 0.4902 <br />D15= 0.2082 <br />D10= <br />C U = <br />CG <br />Classification <br />USCS= <br />AASHTO= <br />Remarks <br />Client: City of Ramsey <br />Project: 1P 24-03 Residential <br />Date: 1-4-2024 <br />