Pavements & traffic · Road geometry

Horizontal curve: radius, superelevation, transition, sight clearance calculator

Minimum radius for the design speed from maximum superelevation and side friction; the side friction demanded on the proposed radius and superelevation; transition (spiral) length from the rate of change of centripetal acceleration; superelevation development length from the maximum relative grade; and the lateral clearance to an obstruction needed for stopping sight distance round the curve.

Standard: Austroads Guide to Road Design Part 3 Sec 7: V² = 127R(e + f), transition length, superelevation development, horizontal sight distance (M = R(1 − cos(28.65S/R)))

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Inputs in the worked example

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InputValueUnit
Design speed90km/h
Proposed radius400m
Superelevation6%
Maximum superelevation7%
Maximum side friction0.12
Rate of change of centripetal acceleration0.6m/s³
Width rotated (lane width × lanes)3.5m
Maximum relative grade0.5%
Normal crossfall3%
Sight distance required170m

Worked example — results

ResultValueUnit
Minimum radius (emax + fmax)336m
Side friction demanded on R with e0.099
Transition (spiral) length65.0m
Superelevation development length63.0m
Lateral clearance for sight distance M9.00m
M = 9.0 mR 400 m
Diagram for the worked example

Method, formulas and assumptions

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For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.