Distance & Bearing Calculator
Two coordinates → great-circle distance, forward bearing and back bearing — GPS-capture either end; the surveyor's inverse, free and offline.
Two points → distance & bearing
Great-circle (haversine) distance and initial whole-circle bearing from true north. For survey-grade work over long lines, apply your projection's grid convergence.
Field guide: Distance & Bearing Calculator
The 'inverse' problem — given two coordinates, find the distance and direction between them — is the computation field people reach for constantly: how far to the next pole, what bearing to walk to the corner stake, does the deed's '240 m at N 47° E' match what GPS says about the two monuments. This calculator solves it on the sphere: haversine distance (accurate to ~0.3% of true geodesic, far better than the points' GPS error) and initial whole-circle bearing from true north, plus the back bearing for the return sight.
Both ends accept live GPS capture, which turns the page into a two-tap rangefinder between any two places you can stand. The bearing nuance worth knowing: results are TRUE bearings (geographic north); a magnetic compass needs your local declination applied, and long lines have a continuously changing bearing (the 'initial' bearing is exact at point A). For plane-survey work on projected grids, grid convergence separates these true bearings from grid bearings by a small, knowable angle.
Field tips
- Compass users: apply local magnetic declination (true bearing − declination = magnetic, east declination positive) — it ranges from ~0.5°E to 1°+ across India and much more elsewhere.
- Back bearing = forward ± 180° exactly on the sphere only for short lines; the displayed value is the practical return bearing for field distances.
- Capture both points in open sky and the distance error is dominated by GPS (±3–5 m per point), not the formula.
Records are stored only in this browser (localStorage) — export regularly. This tool aids field documentation; it does not replace your agency's official inspection procedures or engineering judgment.
Distance & Bearing Calculator — Two coordinates → great-circle distance, forward bearing and back bearing — GPS-capture either end; the surveyor's inverse, free and offline. Free, offline-first and GPS-aware: open it on any phone, log in seconds, and hand your GIS team clean GeoJSON.
About Distance & Bearing Calculator
The 'inverse' problem — given two coordinates, find the distance and direction between them — is the computation field people reach for constantly: how far to the next pole, what bearing to walk to the corner stake, does the deed's '240 m at N 47° E' match what GPS says about the two monuments. This calculator solves it on the sphere: haversine distance (accurate to ~0.3% of true geodesic, far better than the points' GPS error) and initial whole-circle bearing from true north, plus the back bearing for the return sight.
How to use Distance & Bearing Calculator
- 1Open the tool — it loads instantly and runs entirely in your browser.
- 2Enter or import your field data; everything stays on your device.
- 3Review the computed results and flagged items.
- 4Export to CSV/GeoJSON or print a report for stakeholders.
Why use Distance & Bearing Calculator?
- ✓100% free, no sign-up — built for crews, not per-seat licences
- ✓Offline-first: records save to your device instantly and survive dead zones
- ✓One-tap GPS tagging with accuracy capture on every record
- ✓Exports CSV for asset systems, GeoJSON for GIS, and print-ready reports
- ✓Checklist and guidance aligned with Haversine formula
Frequently asked questions
How accurate is the haversine distance?+
Against the true ellipsoidal (Vincenty/Karney) distance, the spherical haversine is within ~0.3% worst-case, typically ~0.1% — under 1 m per km. For phone-GPS endpoints carrying meters of their own error, the formula is never the weak link. Geodetic-grade work uses ellipsoidal solutions; everything field-practical lives here happily.
What's the difference between bearing and azimuth?+
In modern usage they're the same thing: direction measured clockwise from north, 0–360° (this tool's WCB output). Legacy 'quadrantal bearings' (N 47° E) measure within quadrants — conversion: NE quadrant = azimuth as-is; SE = 180° − angle; SW = 180° + angle; NW = 360° − angle.
Why does the bearing change along a long line?+
A great circle crosses meridians at varying angles (except due north-south or along the equator), so the direction-to-destination drifts as you travel — dramatically on continental lines. The displayed value is the initial bearing at point A; navigation along truly long lines recomputes en route, or follows a constant-bearing rhumb line at the cost of distance.
Can I check a property deed's bearing and distance with this?+
As a sanity check, yes: GPS both monuments, compare. Expect the deed's bearings to be grid or magnetic-at-survey-date rather than true — old magnetic bearings can differ by several degrees (declination changes over decades) — and distances to be ground/grid values. Agreement within GPS error plus a consistent rotation usually means the deed is fine; real conflicts belong with a licensed surveyor.
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Want Distance & Bearing Calculatoron your own site? Paste this snippet into any HTML page — it's free, with no API key or sign-up. The tool loads in an iframe and keeps working exactly as it does here.
<iframe src="https://tooljolt.com/tools/distance-and-bearing-calculator" width="100%" height="640" style="border:1px solid #e5e7eb;border-radius:12px;max-width:680px" title="Distance & Bearing Calculator — ToolJolt" loading="lazy"></iframe>Related GIS tools
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