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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br />I <br /> <br />I <br />I <br />I <br /> <br />I <br /> <br />SECT! ON 02219 <br /> <br />EMBANKMENT CONSTRUCTION <br /> <br />PART 1 - GENERAL <br /> <br />1.01 WORK INCLUDED <br /> <br />A. For the purpose of thes, specifications, the term <br />"embankment cnstruction" includes all portions of the dam <br />embankment designated in the Drawings as required to <br />repair the backslope of the dam. <br /> <br />B. <br /> <br />The embankment shall <br />this Section 02219. <br />the lines and grades <br /> <br />be constructed in accordance with <br />The completed embankment shall be to <br />shown on the Drawings. <br /> <br />C. Work will include all borrow pit excavation, hauling, <br />placing, distributing and compaction of material. <br /> <br />1.02 QUALITY ASSURANCE <br /> <br />A. Contractor is responsible th~t fill material is at optimum <br />moisture content before it i~ placed in the fill zone. <br /> <br />B. Use equipment adequate in site, capacity and numbers to <br />accomplish the work in a timely manner. <br /> <br />1.03 RELATED WORK <br /> <br />A. Section 01500 - Construction Facilities and Temporary <br />Controls <br /> <br />B. Section 02110 - Clearing <br /> <br />C. Section 02210 - Site Grading <br /> <br />1.04 TESTS <br /> <br />A. Tests and analysis of fill materials will be performed in <br />accordance with ANSI/ASTM 0698. <br /> <br />1.05 REFERENCES <br /> <br />A. ANSI/ASTM 0698 - Tests for Moisture-Density Relations of <br />Soi 1 sand Soi I-Aggregate Mi >tture <br /> <br />B. ANSI/ASTM 01556 - Density of Soil in Place by Sand-Cone <br />Method. <br /> <br />1.06 SAMPLES <br /> <br />A. Submit 50 lb. Sample of each type of fill to resident <br />Engineer, in air-tight containers. <br /> <br />34 <br />