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March 2014 Stonewall Springs — QA/QC Plan <br />Table # 2 Estimated Quantities <br />Item <br />Soil Cement <br />Mixture Proportions <br />ASTM C 172 <br />Mixer performance <br />cy <br />Survey Monuments <br />— Soil Cement Mix <br />ASTM C 1078 <br />test 1 1job unless <br />Variability <br />ASTM C 1079, with <br />field mixer <br />special <br />uniformity deemed <br />requirements <br />appropriate by <br />Contractor and <br />Engineer. (mixer <br />uniformity can be <br />waived if Engineer <br />approves plant <br />submittal <br />demonstration that <br />previously has <br />performed <br />acceptably at the <br />desire mix time. <br />Soil Cement <br />Compressive <br />Strength <br />ASTM C 1176 or <br />ASTM C 1435 <br />1 /day; 2 -7's, 2 -28's <br />Embankment <br />Atterberg Limits <br />ASTM D 4318 <br />1/20,000 cy <br />Material <br />Embankment <br />Particle Size <br />ASTM D 422 or <br />1/20,000 cy <br />Material <br />ASTM C 136 <br />Embankment <br />Reference Density <br />ASTM D 698 or <br />1/20,000 cy <br />Material <br />ASTM D 4253 or <br />Soil Linter <br />ASTM D 4254 <br />Embankment <br />Compaction <br />ASTM D 2922 & <br />1/5 —12- inch -lift <br />Material <br />Density <br />ASTM D 3017 <br />Drain Rock <br />Particle Size <br />ASTM D 422 or <br />Before initial <br />ASTM C 136 <br />placement <br />Table # 2 Estimated Quantities <br />Item <br />Estimated Quantity <br />Soil Cement <br />+ cy <br />Soil Liner <br />cy <br />Survey Monuments <br />Vibrating Wire Piezometers <br />17 <br />