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200 mesh sieve AASHO Road Test AASHO tests aggregate base aggregate Industry aggregate producer base course materials base material best and least California Bearing Ratio CBR value Charge of Engineering compactive effort crushed limestone base Crushed Stone Base cubic foot density after subgrading density of 145 develop DRY DENSITY existing pavements factors finer than 0.02 flexible pavement frost action frost area frost melting period frost susceptible ft./day graded aggregate gravel higher compaction lbs./cu least costly pavement level of density low drainability material finer material was non-plastic minimum California Bearing optimum moisture passing a 200 pavement design Pavement Performance pavement structure pavement types pavement with graded percent of material plasticity index poorly compacted pore pressure purpose is concerned respect to permeability Road Test Report Satellite Studies Satellite Tests solid volume Solids Figure specific gravity stabilized material subbase and base subbase material subgrade or subbase test sections Voids Yoder and Haynes