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i <br />Unsuitable materials such as excavated material that is too wet <br />of that has high swell characteristics or large rock fragments, <br />etc. may be placed on embankments outside of a one-to-one slope <br />'j from the shou'_der pivot line. <br />C. Granular Materials: <br />Where a material is hereinafter referred to as granular, it <br />designates a material classified as GW, GP, SW, GM, CC, OR SP - <br />as defined in ASTM D 2487. <br />D. Coordination: <br />Coordinate work under this subdivision with work being performed <br />under other divisions and subdivisions. Do not construct sub- <br />grades .or aggregate bases until after all items shown crossing <br />thereunder are installed and compacted backf.ill above all items <br />. is in place. <br />E. Density Control: <br />Where density or degree of compaction of a soil. is hereinafter <br />specified as a percentage, it refers to a percentage of mar.imum <br />density of that soil, as determined b}• tests thereon performed in <br />the Laboratory, in accordance with A.A.S.H.O., Standard P:el:hod <br />T-99. <br />Tests for density of soils in place in conformance with either <br />A.A.S.H.O. T-147, Method A or $, A.S.T.M. D 1556, or A.S.T.M. <br />D 2167. <br />E. Tests: <br /> Owner will arrange and pay for the necessary quality control <br />~. testing and acceptance of materials for earthwork. <br />S-5 <br />