Design sections by width, slopes, and depth quickly. Apply waste, density, and haulage capacity easily. See totals instantly, then export reports in seconds today.
| Scenario | Length (m) | Top width (m) | Depth (m) | Slope (H:V) | Compaction | Waste (%) | Compacted (m³) | Ordered (m³) |
|---|---|---|---|---|---|---|---|---|
| Trapezoid example | 500 | 4.5 | 0.20 | 1.5 | 1.12 | 5 | 495.000 | 582.120 |
Subballast is a structural layer below ballast that improves bearing capacity, drainage control, and long-term geometry. Quantity planning should align with design thickness, formation width, and any widening required for shoulders or transitions. This calculator estimates compacted geometry first, then converts to ordered quantity using project allowances.
Begin with segment length, top width, and thickness from drawings, surveys, or chainage notes. Compacted thickness often falls between 150–300 mm for many renewal scopes, while top width typically reflects sleeper length and shoulder design. Where side slopes are specified, enter the H:V ratio; otherwise use bottom width to match the section.
Rectangular sections suit uniform-width layers. Trapezoids suit widened bases or sloped shoulders. For slope-defined trapezoids, the base widens by 2·D·S, which should be checked against formation limits and adjacent utilities. Confirm thickness continuity through transitions to avoid over-ordering.
Ordered material generally exceeds compacted volume due to bulking, moisture condition, and trimming losses. Apply a compaction factor commonly 1.05–1.25 and waste allowance often 2–8%, then validate against supplier delivery condition. If bulk density is known, mass estimates support weighbridge reconciliation. Truck capacity converts ordered volume into a practical trip plan.
Use this example to verify inputs before exporting reports. Adjust values to your specifications.
| Segment | Length | Top width | Depth | Slope (H:V) | Compaction | Waste |
|---|---|---|---|---|---|---|
| Station 12+000–12+500 | 500 m | 4.50 m | 0.20 m | 1.5 | 1.12 | 5% |
Export CSV for procurement logs and PDF for site records. Compare segment totals to delivery tickets and chainage progress to confirm ordered quantity aligns with actual placement and compaction performance.
Compacted volume is the placed geometry in the trackbed. Ordered volume adds compaction factor and waste allowance to reflect loose delivery volume needed for placement and trimming.
Use rectangular when width is constant across the layer. Use trapezoidal when shoulders widen, side slopes are specified, or drawings show different top and bottom widths.
H:V means horizontal distance per one unit vertical. A value of 1.5 indicates 1.5 units horizontal for every 1 unit vertical, widening the base by 2·D·S.
Track sections often change by chainage due to transitions, turnouts, or widening. Segmenting improves accuracy by letting each portion use its own length, thickness, and geometry.
Use the supplier’s tested bulk density for the delivered condition. If unavailable, start with a typical value and update once lab results or weighbridge tickets confirm actual density.
Truckloads equal ordered volume divided by truck capacity in the same units. The result is a planning estimate; adjust for practical payload limits, moisture, and route restrictions.
Confirm chainage lengths, thickness, and section widths against drawings and site measurements. Review compaction and waste assumptions, then compare totals to previous projects or material take-offs.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.