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r <br /> formulas and allowing four days to cure in a open pan at room <br /> temperature. <br /> This procedure was designed to dt+plicate a mixture placed and <br /> compacted on a roadway and allowed to cure without traffic. <br /> The results again were high and proved that a high strength <br /> asphalt pavement could be made from the ISG Winery soil . <br /> Molded samples were submerged in water for 46 hours to test for <br /> asphalt striping and loss of pavement strength. No striping <br /> occurred and loss of strength was acceptable for saturated <br /> asphalt pavements. Water used in the submerged test showed no <br /> sign of a hydrocarbon film or loss of hydrocarbon fuels from the <br /> impacted soils. All of the hydrocarbon fuels present in the <br /> impacted soils were contained by the asphalt emulsion mixture. <br /> The samples produced with the use of impacted soils and asphalt <br /> emulsion SS-1H incapsulate the fuel oil present in the <br /> stockpiled soils. <br /> CURE sTs+ Y ST gB�TER <br /> ae �{ <br /> -------------- <br /> w <br /> m <br /> G,o <br /> . 2 Mn y G MR Is CAY7 <br /> PAVEMENT DESIGN <br /> It is proposed that these asphalt emulsion pavements would <br /> Primarily be used for light to moderate traffic conditions. <br /> Light traffic conditions would have a traffic index of TI=4.0 for <br /> lets and agricultural driveways. <br /> situations such as parking <br /> - -- - -- <br /> Moderate traffic conditions would-require---a--traffic-in e.t__o --_-- <br /> TI=5.0 to TI=6.0 for situations such as mobile home parks: light <br /> residential streets: and moderate commercial parking. <br /> 4 <br />