Plan utility trenches with confident cover checks. Compare traffic and non-traffic requirements quickly in seconds. Download reports, share CSVs, and reduce rework onsite today.
| Surface elev (m) | Adjustment (mm) | Invert elev (m) | OD (mm) | Wall (mm) | Class | Cover (m) |
|---|---|---|---|---|---|---|
| 102.500 | 0 | 101.200 | 300 | 10 | Traffic | 1.010 |
| 55.000 | 25 | 54.100 | 250 | 8 | Non-traffic | 0.683 |
| 12.750 | -15 | 11.900 | 450 | 12 | Traffic | 0.403 |
Cover depth is the soil thickness above the pipe crown. It protects the line from wheel loads, construction traffic, frost, and future resurfacing. Designers use it to verify excavation limits, coordinate crossings, and prevent shallow crowns that are easily damaged during backfill compaction or milling operations.
Accurate surface and invert elevations usually come from profiles, as-built shots, or field survey data. Always capture the vertical datum, stationing, and whether the surface is existing grade or finished grade. Apply a surface adjustment for planned asphalt overlays, curb raises, landscaping, or regrading so the final cover reflects the true finished condition.
The calculator converts invert, wall thickness, and outside diameter into an outside crown elevation. Reported cover equals final surface elevation minus the outside crown elevation. If cover is negative, the crown is above the reference surface. Common causes include mixed units, wrong datum, an invert taken at the springline, or using inside diameter instead of outside diameter.
Minimum cover depends on pipe material, installation class, traffic loading, frost depth, bedding quality, and local standards. Use the location class as an initial screen, then enter your project minimum. When cover is below target, consider lowering the invert, changing diameter, revising slope, relocating the alignment, or adding structural protection such as encasement, flowable fill, or a reinforced slab.
Field teams benefit from consistent calculation records that can be audited later. CSV exports support quantity takeoffs, schedule reviews, and QA tracking across many segments. PDF records help RFIs, inspection sign-offs, and turnover packages by stating assumptions, inputs, and computed cover for each reach. Store results with station IDs for quick retrieval. During construction, recheck cover after subgrade proofing and before paving. Small grade changes can materially reduce cover at manholes and crossings. Keeping a saved record improves accountability when conditions change across phases and multiple subcontractors too.
Cover depth is the vertical distance from the final surface elevation to the outside top of the pipe. It is computed using the outside crown elevation, not the inside crown.
If wall thickness is unknown, set it to zero and enter elevations consistently. If thickness is known, the calculator estimates outside crown elevation more accurately.
If your invert is referenced to the outside bottom or another point, adjust your input method. A quick approach is setting wall thickness to zero and entering an invert that matches your reference.
Negative cover means the calculated crown elevation is above the surface reference. Check unit conversions, datum consistency, and whether the entered invert is actually higher than expected at that location.
Use your project specification, local standard, and pipe manufacturer guidance. Traffic areas, shallow frost zones, and poor subgrade conditions often require greater cover or structural protection.
The downloads capture the entered inputs, computed elevations, cover depth, and status note. Use them for QA logs, inspections, and handover packages so calculations can be reviewed later.
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.