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1 <br />6.7.2 Application of Water <br /> Water may be applied on the fill or in the borrow <br /> area from water trucks acceptable to the Engineer. It is <br />I the intent of this specification that adjustments in <br /> moisture content shall be made principally in the borrow <br /> area. <br />' 6.7.3 Cohesionless/Sand and Rock Fill <br /> Sand fill materials shall be uniformly wetted prior <br />I to compaction sufficient to obtain a moisture content to <br /> prevent bulking. <br /> <br /> 6.7.4 Cohesive/Fine-Grained Material <br /> i <br />l <br />l <br />i <br /> Mater <br />a <br />assif <br />c <br />ed as fine-grained shall be placed <br /> at a moisture content that is two percent <Iry to two <br /> percent wet of the optimum determined for the particular <br /> material by the appropriate ASTM testing. <br /> <br /> 6.8 Conduct of Work <br /> <br /> The Contractor shall route his construction equipment and take <br />' all other actions necessary to prevent material of one type from <br /> being deposited inadvertently, either by dumping or through travel <br /> of equipment, in or on material of another type. Any improperly <br />' deposited material shall be removed from the fill as required by <br /> the Engineer. Said removed material should not be reused and shall <br /> be wasted in locations designated by the Engineer. <br />Any stones of such dimensions that would interfere with <br />compaction in the layer thicknesses specified, as determined by the <br />Engineer, shall be removed from the zone in which they ,are placed <br />prior to compaction. <br /> <br />' N-16 <br />