Water to Reach Optimum Moisture for Compaction
Gallons of water to bring a dry lift up to the Proctor's optimum moisture before rolling.
Example
You enter
- Lift volume, bank measure (cy) 100
- Maximum dry density, Proctor (pcf) 105
- Optimum moisture content (%) 14
- Current field moisture (%) 9
You get
- Dry soil weight 283500 lb
- Water (lb) 14175
- Water (gal) 1699.64
Details, formula, and sources
water = (optimum - field)/100 x dry soil weight, gallons = lb / 8.34. A 100 bcy lift at 105 pcf dry, sitting at 9% when optimum is 14%, needs ~1,700 gal (one water truck); a lift wetter than optimum signals aerate, not water.
dry_weight_lb = volume_bcy x 27 x dry_density_pcf; water_lb = (omc_pct - field_pct)/100 x dry_weight_lb; water_gal = water_lb / 8.34; needs_drying = field_pct > omc_pct.
Gravimetric water-content identity by name (water added = moisture deficit x dry soil mass); first-principles arithmetic.
The gravimetric water-content relation is public soil-mechanics practice; the 8.34 lb/gal water weight is a physical fact.
Estimate. AHJ and licensed professional govern.
Field names used by the API: volume_bcy, dry_density_pcf, omc_pct, field_pct, dry_weight_lb, water_lb, water_gal
- Optimum moisture from the ASTM D698 / D1557 Proctor (the geotech governs)geotechnical report
- Water weight 8.34 lb per gallon (water at ~60 F)physical fact