Stationing Calculator
Convert station or chainage notation (12+34.56) to feet or meters and back, add or subtract stations, find the station and left/right offset of a point from its coordinates, turn a station and offset into coordinates, and list stakeout stations at any interval.
Stationing marks distance along a road, pipeline or other alignment from Station 0+00.
Use the Stationing Calculator
Station Interval & Units
Station → Distance
Enter station in XX+YY.YY format
Distance → Station
Enter cumulative decimal distance
Add / Subtract Along Alignment
Advance (+ ahead) or reverse (− back) along the baseline (not a lateral survey offset).
Distance Between Two Stations
Subtract two alignment stations to find length and midpoint
Station Notation Quick Reference
| Interval | Station | Decimal |
|---|
Station & Offset from Coordinates
Straight baseline: give its start station, start northing/easting and direction. Offsets are perpendicular, positive to the right looking up-station. Uses the interval and unit selected above.
Point → station & offset
- Station
- —
- Offset
- —
Station & offset → coordinates
- Northing
- —
- Easting
- —
Stakeout Station List
Every even station between two stations, with centerline coordinates from the baseline above.
| Station | From start | Northing | Easting |
|---|
Quick answer
Stationing marks distance along a road, pipeline or other alignment from Station 0+00. With the common US 100-ft interval, 12+34.56 means 12 × 100 + 34.56 = 1,234.56 ft; in metric chainage, 1+234.56 means 1,234.56 m. A point beside the alignment is located by its station plus a perpendicular offset left or right, for example 11+76.78, 35.36 ft right.
Examples
| Station (100-ft interval) | Distance |
|---|---|
| 1+00 | 100 ft |
| 10+00 | 1,000 ft |
| 12+34.56 | 1,234.56 ft |
| 52+80 | 5,280 ft (1 mile) |
| 18+50 − 5+00 | 1,350 ft between stations |
Convert any station, subtract two stations, get station and offset from coordinates, or list stakeout stations.
Summary
Station notation is the standard surveying format for distance along a road, pipeline or other alignment. A station like 12+34.56 means 1,234.56 feet (or meters) from the starting point. This tool converts station notation to decimal distance and back, adds or subtracts a distance along the alignment, finds the distance and midpoint between two stations, and lists stakeout stations at a chosen interval. For a straight baseline defined by a start station, start coordinates and an azimuth or bearing, it also converts a point's northing and easting into station and left/right offset, and a station and offset back into coordinates. Curved alignments and station equations need the full alignment geometry.
How it works
- Choose the notation interval and distance unit used by the plans (100 ft US stations, 1,000 m metric chainage, or custom).
- Station to distance: enter a station in XX+YY.YY format and read the decimal distance; distance to station works the other way.
- Add or subtract along the alignment: enter a base station and a positive (ahead) or negative (back) distance.
- Distance between two stations: enter both stations to get the length and the midpoint station.
- Station and offset: enter the baseline start station, its northing and easting and the azimuth or bearing, then a point's coordinates to get its station and offset, or a station and offset to get coordinates.
- Stakeout list: enter a start station, an end station and an interval to list every even station with its centerline coordinates.
Use cases
- Convert road centerline stationing to total distance for quantity take-offs.
- Find the station and offset of a utility pole, manhole or tree from surveyed coordinates.
- Compute coordinates for stakes at a given station and offset from a straight baseline.
- List every 25, 50 or 100 ft station between two points for a stakeout sheet.
- Verify chainage values on pipeline or highway alignment drawings.
- Find the station halfway between two known stations and the length of a segment.
- Convert metric (1+000) and imperial (10+00) stationing formats.