The best common type of horizontal curve used to connect intersecting tangent (or straight) segments of highways or railroads are circular curves. In most countries, two methods of defining circular curves are in use: the first, normally used in railroad work, defines the degree of the curve as the central angle subtended by a chord of 100 feet (30.48 m) length; the second, used in highway work, defines the degree of the curve as the central angle subtended by an arc of 100 feet (30.48 m) length.
The preconditions and symbols generally practiced in reference to circular curves are listed next below:
PC= point of curvature, beginning of curve
PI= point of intersection of tangents
PT =point of tangency, end of curve
R= radius of curve, feet (m)
D= degree of curve (see previous text)
I= deflection angle between tangents at PI
T= distance from PI to PC or PT, feet (m), tangent distance,
L= length of curve from PC to PT measured on 100-feet
(30.48-m) chord for chord definition, on arc for arc definition, feet (m)
C= length of long chord from PC to PT, feet (m)
E= external distance, distance from PI to midpoint of curve, feet (m) M= midordinate, distance from midpoint of curve to midpoint of long chord, feet (m)
d= central angle for portion of curve (d
l= length of curve (arc) by central angle d, feet (m)
c= length of curve (chord) determined by central angle d, feet (m)
a= tangent offset for chord of length c, feet (m)
b= chord offset for chord of length c, feet (m)
Circular Curve Equation
