Trench backfill is calculated by zone: bedding (length × width × bedding depth), surround (length × width × (pipe OD + cover) − pipe volume) and general backfill above. A 50 m trench, 0.8 m wide, 1.5 m deep with a 300 mm pipe needs 6.0 m³ bedding, 20.5 m³ surround and 30.0 m³ backfill.
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Surround = L × W × (300 + 300) − pipe (π/4 × OD² × L = 3.53) = 20.47
General backfill = L × W × (1,500 − 150 − 300 − 300) = 30.00
Granular loose = (6.00 + 20.47) × (1 + 20%) = 31.76; weight = compacted × density = 52.9 t
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Granular to order = 26.47 × 1.2 = 31.8 m³ loose (≈ 53 t at 2,000 kg/m³ compacted)
Per 10 m of Trench (0.8 m wide, 1.5 m deep, 150 mm bed, 300 mm cover)
Pipe OD
Bedding
Surround
Backfill
Granular (compacted)
110 mm
1.20 m³
3.18 m³
7.52 m³
4.38 m³
160 mm
1.20 m³
3.48 m³
7.12 m³
4.68 m³
225 mm
1.20 m³
3.80 m³
6.60 m³
5.00 m³
300 mm
1.20 m³
4.09 m³
6.00 m³
5.29 m³
450 mm
1.20 m³
4.41 m³
4.80 m³
5.61 m³
Frequently Asked Questions
How do I calculate trench backfill for a pipe?
Split the trench into zones. Bedding is length × width × bedding depth. The surround is length × width × (pipe OD + cover above the crown) minus the pipe's own volume. Everything above is general backfill.
How much granular bedding do I need?
Add the bedding and surround volumes (compacted), then add 15–25% for compaction when ordering by loose volume, or multiply the compacted volume by its compacted density to order by weight.
How deep should pipe bedding be?
Commonly 100–150 mm under the pipe, and the surround 150–300 mm above the crown. Follow the pipe manufacturer's and authority's specification.