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Railway Track Geometry by the Numbers

Laying out track that trains can run on: curves and versines, cant and speed, transitions, grades, turnouts, loops, construction tolerances and handover

Track geometry with numbers: curves and versines, cant and equilibrium speed, cant deficiency, transitions, grades and vertical curves, turnouts, balloon loops, tolerances and handover.

10 chapters · About 100 minutes · Free to read · Intermediate civil and rail engineering

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KEVOS® LibraryENGINEERINGENQUIRYDELIVEREDRailway TrackGeometry by theNumbersKEVOS® ORIGINAL BOOK10 CHAPTERS

About this book

Track geometry is the shape of the railway: the curves and straights it follows across the country, the cant that tilts it on curves, the grades and vertical curves that carry it over hills and through dips, the turnouts that let trains change tracks, and the precise gauge, alignment and level that let wheels roll smoothly at speed. Good geometry lets trains run fast, safely and comfortably with little wear; poor geometry limits speed, wears out rails and wheels, and in the extreme derails trains. Geometry is also decided early and lasts long: a curve laid out too sharp, a grade too steep or a loop too short will constrain every train for decades.

This book is for civil designers, rail project engineers, track supervisors and the developers of sidings and loading facilities. It assumes basic mathematics and some engineering background. It explains, with numbers, how curves are described and set out with chords and versines, how cant is chosen for the speeds of the trains that use a curve, how cant deficiency and excess limit speed, how transitions and vertical curves are sized, how grades and curves resist trains, how turnouts work, how balloon loops and loading facilities are laid out, and how new track is built to tolerance, handed over and recorded.

The sources and their limits

The book draws on two Australian Rail Track Corporation engineering standards for New South Wales, carried over from the former Rail Infrastructure Corporation standards and issued in 2005: one for the construction of track, and one for unit train loading and unloading facilities. Where a value from them is quoted, it is cited, and it is quoted for teaching: those issues may since have been revised or replaced. The design limits that govern a real line, its speeds, cant, transitions, grades and turnouts, come from the rail infrastructure manager’s current standards, which this book does not reproduce. Everything else is worked from first principles.

The running case

This is an illustration. A regional grain cooperative is building a balloon loop and loading bin beside a single standard gauge main line, so that whole trains can be loaded without uncoupling. The main line curves near the junction, carrying both fast passenger trains and slower freight. The cooperative’s engineers must lay out the loop and its junction turnout, choose the grades through the loading bin, check the effect on the main line’s curve, build the track to tolerance, and hand it over to the infrastructure manager.

The cooperative, its engineers, the trains and all the numbers are invented for teaching. They are not KEVOS® work.

How to use the book

Chapter 1 describes the track as a structure. Chapter 2 covers curves, chords and versines, Chapter 3 cant and equilibrium speed, and Chapter 4 cant deficiency, excess and speed. Chapter 5 deals with transitions, and Chapter 6 with grades, vertical curves and train resistance. Chapter 7 covers turnouts, Chapter 8 sidings, loops and loading facilities, Chapter 9 construction tolerances, and Chapter 10 handover and the geometry record. Every chapter ends with an exercise and its worked answer.

Professional responsibility

This book is educational. Track design and construction on a railway network are safety-critical and are governed by the rail infrastructure manager’s current standards and approvals and by rail safety law; they need qualified design, review and certification. Nothing here replaces those.

An original treatment

The Library covers the clearances affected by track geometry in Railway Clearances by the Numbers; this book links to it rather than repeating it. The explanations, the cooperative case, the derivations, figures and exercises are original KEVOS® writing, built from geometry and mechanics. The ARTC documents are copyright; a small number of their values are quoted with citation for teaching, and none of their text, tables or drawings is reproduced.

Who this book is for

Civil designers, rail project engineers, track supervisors and developers of rail sidings and loading facilities who need to understand how track geometry is designed, built and checked.

What you will learn

  • Relate curve radius to versines on a chord and use them to set out and check curves.
  • Calculate equilibrium cant, cant deficiency and cant excess for mixed traffic on a curve.
  • Size transition curves and vertical curves, and estimate grade and curve resistance.
  • Explain turnout geometry and lay out a balloon loop and loading facility.
  • Check new track against construction tolerances and plan its handover and geometry record.

Inside this book

Chapters

  1. 01The track as a structureFollow a wheel load from rail to formation through sleepers and ballast, see what each track component does, why gauge is measured where it is, and how heavier traffic calls for a stronger track.
  2. 02Curves, chords and versinesDescribe a curve by its radius and by the versine on a fixed chord, convert between them, set out a curve with deflection angles, and see how a few millimetres of versine change the radius.
  3. 03Cant and equilibrium speedDerive the cant that balances a train's turning at a given speed, calculate equilibrium cant for the running case's main line, and see why one cant cannot suit fast passenger and slow freight trains.
  4. 04Cant deficiency, excess and speedTurn cant and allowed deficiency into a curve's maximum speed, find the slowest speed its cant suits, check the margin against overturning, and fit the running case's grain trains to the curve.
  5. 05Transition curvesEase trains into curves with transitions that grow curvature and cant gradually, size them from the rates of change of cant, deficiency and twist, and calculate the shift of the circular curve.
  6. 06Grades, vertical curves and train resistanceCalculate the resistance grades and curves add to a heavy train, see why loading facilities prefer a gentle rising grade, size vertical curves, and check the drawbar force through the loader.
  7. 07Turnouts and crossoversSee how a turnout's switch, closure curve and crossing let a train change tracks, relate crossing rate to lead radius and speed, and place the running case's junction, catchpoint and loop turnout.
  8. 08Sidings, loops and loading facilitiesCompare balloon and runaround loops, lay out a loop that holds the whole train, place the loading bin on straight track clear of the main line, and calculate the speed the train must load at.
  9. 09Building track to toleranceRead the construction tolerances for gauge, alignment, cross level, twist and surface, calculate twist from cross level readings, and see why twist is the tolerance that derails wagons.
  10. 10Handover and the geometry recordInspect new track before certifying it fit for traffic, remeasure it after it settles, track how its geometry deteriorates, keep the record that predicts maintenance, and bring the book together.

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References and source notes

The manuscript and worked examples are original KEVOS® writing. References inform particular concepts; their authors do not endorse this book. Web references were consulted on 26 October 2026.

  • Australian Rail Track Corporation, Engineering Standard NSW. TCS 01, Track Standards Construction (from RIC Standard TS 3103) (2005). Source for the construction tolerances for new main line track and sidings, the 20 m overlapping chord used for alignment, the limit on rate of change of superelevation, gauge widening on sharp curves, and handover and maintenance requirements, quoted with citation in Chapters 2, 5, 8, 9 and 10. Issue 1, March 2005; check currency with ARTC before use.
  • Australian Rail Track Corporation, Engineering Standard NSW. TDS 15, Infrastructure Requirements for Unit Train Loading and Unloading Facilities for Coal and Mineral Products (from RIC Standard C 2203) (2005). Source for balloon and runaround loop layouts, the minimum balloon loop radius, the preferred loading grade, straight track at the loading bin, junction and turnout speeds, catchpoints, offsets from the main line and loading structure heights, quoted with citation in Chapters 6, 7 and 8.
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