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Transition curve 400 m radius, 85 kmph

Short answer

Transition curve length Ls = v³/(cR) = 63.3 m, adopt 65 m. Shift s = Ls²/(24R) = 0.44 m. Curve begins at chainage 836.4 m (TS) and ends at 1282.5 m (ST).

A national highway curve of 400 m radius is to be set out to connect two straights. The maximum speed of moving vehicles on this curve is restricted to 85 Kmph. Transition curve are to be introduced at each end of curve. Calculate: (i) A suitable length of transition curve (ii) The necessary shift of circular curve (iii) The chainage at the beginning and end of curve Given that angle of intersection = 125°25' Rate of change of centrifugal acceleration = 0.52 m/s³ Chainage at the point of intersection = 1075.5 m

Given: R=400R = 400 m, V=85V = 85 km/h, c=0.52c = 0.52 m/s³, intersection angle (interior) =125∘25′= 125^\circ 25', PI chainage =1075.5= 1075.5 m.

Reading: the "angle of intersection" is the interior angle between the straights, so the deflection angle Δ=180∘−125∘25′=54∘35′=54.583∘\Delta = 180^\circ - 125^\circ25' = 54^\circ35' = 54.583^\circ.

(i) Length of transition curve

v=85/3.6=23.61v = 85/3.6 = 23.61 m/s.

Ls=v3cR=(23.61)30.52×400=13162.6208=63.3 mL_s = \frac{v^3}{cR} = \frac{(23.61)^3}{0.52\times400} = \frac{13162.6}{208} = 63.3\ \text{m}

Check with the IRC empirical formula (plain/rolling): 2.7V2/R=2.7(85)2/400=48.82.7V^2/R = 2.7(85)^2/400 = 48.8 m <63.3<63.3 m. The rate of superelevation criterion is not requested (no width data). Adopt

Ls=65L_s = 65 m.

(ii) Shift

s=Ls224R=65224×400=42259600=0.44 ms = \frac{L_s^2}{24R} = \frac{65^2}{24\times400} = \frac{4225}{9600} = 0.44\ \text{m}

(iii) Chainages

Spiral angle ϕs=Ls2R=0.0813\phi_s = \dfrac{L_s}{2R} = 0.0813 rad =4.66∘= 4.66^\circ.

Ts=(R+s)tan⁡Δ2+Ls2=(400.44)tan⁡(27.292∘)+32.5=206.6+32.5=239.1 m\begin{aligned} T_s &= (R+s)\tan\frac{\Delta}{2} + \frac{L_s}{2} \\ &= (400.44)\tan(27.292^\circ) + 32.5 = 206.6 + 32.5 = 239.1\ \text{m} \end{aligned}

Length of circular curve:

Lc=R(Δ−2ϕs)=400 (0.95269−0.16250)=316.1 mL_c = R\left(\Delta - 2\phi_s\right) = 400\,(0.95269 - 0.16250) = 316.1\ \text{m}
PointChainage (m)
Beginning of curve (TS) =1075.5−239.1= 1075.5 - 239.1836.4
Start of circular curve (SC) =836.4+65= 836.4+65901.4
End of circular curve (CS) =901.4+316.1= 901.4+316.11217.5
End of curve (ST) =1217.5+65= 1217.5 + 651282.5

Answer: Ls=65L_s = 65 m; shift =0.44= 0.44 m; curve begins at chainage 836.4 m and ends at 1282.5 m (total length 316.1+130=446.1316.1 + 130 = 446.1 m).

If the 125°25' were taken as the deflection angle instead, Ts=808.6T_s = 808.6 m, the curve would begin at 266.9 m and end at 1207.5 m.

✓ Answer checked by Claude Opus 5.5 (high effort)

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