---
title: "Elements of transition curve"
subject: "Surveying II"
chapter: 6
key: "semester_4/surveying_ii:transition-curve-elements"
source: https://www.bctengineer.com/q/semester_4/surveying_ii/transition-curve-elements
site: BCT Engineering
---

# Elements of transition curve

Surveying II · Chapter 6: Curves

- Asked in: 2070 Magh, 6 marks
- Video: [Transition Curve | Elements of Transition Curve | Advantage | Prashant YT | Surveying | BE/Diploma](https://www.youtube.com/watch?v=k4IiiB17yfA) — Prashant YT
- Answer checked by Claude Opus 5.5 (high effort) on 2026-10-14
- Page: https://www.bctengineer.com/q/semester_4/surveying_ii/transition-curve-elements
- Whole chapter: https://www.bctengineer.com/md/semester_4/surveying_ii/chapter-6

## Question

Describe elements of transition curve.

## Short answer

Key elements are transition length Ls = v³/(CR), shift s = Ls²/(24R), spiral angle θs = Ls/(2R), and tangent length Ts = (R+s)tan(Δ/2)+Ls/2. Chainages: TS, SC, CS, ST; deflection angle from TS is α = 573l²/(RLs) minutes; SC coordinates x≈Ls, y=Ls²/(6R).

## Answer

A combined (composite) curve consists of a circular arc with a transition curve at each end. The elements are:

```text
              V (IP)
             / \
            /   \
           /     \
     TS  /         \ ST
        o___.___.___o
           SC     CS
```

| Element | Meaning / formula |
|---|---|
| $L_s$ | Length of transition curve, $L_s = v^3/(CR)$ |
| TS, ST | Tangent–spiral and spiral–tangent points (start and end of the composite curve) |
| SC, CS | Spiral–circular and circular–spiral junction points |
| $\theta_s$ | Spiral (tangent) angle at SC, $\theta_s = L_s/(2R)$ rad |
| $s$ | Shift of the circular curve, $s = L_s^2/(24R)$ |
| $T_s$ | Total tangent length, $T_s = (R+s)\tan(\Delta/2) + L_s/2$ |
| $\Delta$ | Total deflection angle between the straights |
| $L_c$ | Length of circular arc, $L_c = R(\Delta - 2\theta_s)$ (θ in radians) |
| $\alpha$ | Deflection angle at TS to a point at distance $l$: $\alpha = 573l^2/(RL_s)$ min |
| $\alpha_s$ | Deflection angle at SC from TS, $\alpha_s = \theta_s/3$ |
| $x, y$ | Coordinates of SC: $x \approx L_s$, $y = L_s^2/(6R)$ |
| Total length | $2L_s + L_c$ |

**Chainages:** TS = IP − $T_s$; SC = TS + $L_s$; CS = SC + $L_c$; ST = CS + $L_s$. The shift $s$ is the distance by which the circular curve is moved inward from the original tangents so that the transition can fit; it equals the perpendicular distance between the tangent and the shifted circular arc.

The rate of change of radial acceleration $C$ and the design speed $v$ decide $L_s$; the super-elevation is attained over $L_s$.

## Check yourself

The answer's key points as multiple-choice questions, with the correct option and why.

1. What do SC and CS denote?
   A. Shift and chord points
   B. Spiral-to-circular and circular-to-spiral junction points
   C. Starting chainage and curve start
   D. Start and end of the whole composite curve
   Answer: B. TS and ST are the ends of the composite curve; SC and CS are the junctions with the circular arc. (Key point: Junction points)

2. What is the shift s of the circular curve?
   A. s = Ls/(2R)
   B. s = Ls^2/(24 R), the inward movement of the circular arc from the tangent
   C. s = Ls/3
   D. s = R Delta
   Answer: B. The shift s = Ls^2/(24R) is the amount the circular curve is moved inward so the spiral can fit. (Key point: Shift)

3. What is the spiral angle thetas at SC and the deflection angle alpha_s at SC from TS?
   A. thetas = 2Ls/R; alpha_s = thetas/3
   B. thetas = Ls/R; alpha_s = thetas/2
   C. thetas = Ls/(2R); alpha_s = thetas
   D. thetas = Ls/(2R); alpha_s = thetas/3
   Answer: D. thetas = Ls/(2R) radians and the deflection at TS to SC is one third of it. (Key point: Spiral angle)

4. How is the length of circular arc Lc found?
   A. Lc = R(Delta - thetas)
   B. Lc = R Delta
   C. Lc = R(Delta - 2 thetas), with angles in radians
   D. Lc = 2 Ls + R Delta
   Answer: C. The two spirals use up 2 thetas of the deflection, leaving Delta - 2 thetas for the arc. (Key point: Circular length)

## Related in Surveying II

- [Derive deflection angle of transition curve](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Atransition-deflection-angle-derivation) — Surveying II, chapter 6, asked 3×
- [Transition curve road 8 m, R=300 m, IP 3605](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Atransition-road-8m-300m-3605-50kmh) — Surveying II, chapter 6, asked 3×
- [Transition curve road 8 m, R=330 m, 60°](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Atransition-road-8m-330m-deflection-60) — Surveying II, chapter 6, asked 2×
- [Transition curve, road 8 m, R=300 m, 60°](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Atransition-road-8m-300m-60-70kmph) — Surveying II, chapter 6, asked 2×
- [Transition curve R=300 m, deflection 40°](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Atransition-curve-80kmph-radius-300) — Surveying II, chapter 6
- [Function of transition curve, deflection angle](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Atransition-curve-function-deflection-angle) — Surveying II, chapter 6

## Related in other subjects

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