PODED-G 17 November 1976 Quarry, Rock Crushing, Screening and Central Mix Batch Plant Operations for Cleanup of Enewetok Atoll, MI. 2. Assumptions: a. Estimated quantity of concrete aggregates + 12,000 cu.yd.— b. (In concrete) Estimated proportions by volume to yield a workable mix design. (Final mix design shall be established in the field.) c. 3/4" to No. 4 4asyt Sand 55% Coarse aggregate placed in stockpiles will bulk and handling of aggregates will result in losses. The estimated percentages of bulking and losses are: Bulking +4547 Losses - Total Correction factor d. + 40% + The approximate proportions by volume of the yield from crushing, screening and washing Operations are: 3/4" to No. 4 237%, t Sand 72% + Losses from washing 3. S% + 5% + Estimated surface area required for concrete aggregate borrow. a. Determine total volumes of coarse and fine aggregates required for the estimated concrete mix, 3/4" to No. 4 (12000 cy) (45%) 5400 c.y. Sand (1200 c.y.) (55%) 6,600 c.y. (mix) (mix)