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Transition curve 625 m radius, 90 kmph

Short answer

L_s = 100 m. Chainage TS = 753.40 m, ST = 1394.45 m (deflection angle 49°36′, shift 0.667 m).

A horizontal curve of 625 m radius is to be set out to connect two straight of a national highway. The speed of the vehicle is restricted to 90 Kmph. Calculate a) length of transition curve b) the chainage of beginning and end of the curve given that, angle of intersection = 130°24', rate of change of centrifugal acceleration = 0.25 m/s³ c) chainage of point of intersection = 1092.500 m

Reading of the data

The angle of intersection 130°24′ is taken as the interior angle between the straights, so the deflection angle is Δ=180∘−130∘24′=49∘36′=49.6∘\Delta=180^\circ-130^\circ24'=49^\circ36'=49.6^\circ. (With Δ=130.4∘\Delta=130.4^\circ the tangent length would exceed the chainage of the PI and give a negative starting chainage, so this reading is the consistent one.)

(a) Length of transition curve

V=90/3.6=25V=90/3.6=25 m/s, C=0.25C=0.25 m/s³:

Ls=V3CR=2530.25(625)=100.0 mL_s=\frac{V^3}{CR}=\frac{25^3}{0.25(625)}=100.0\ \text{m}

Adopt Ls=100L_s=100 m.

(b) Chainages of beginning and end of the curve

  • Shift: s=Ls224R=100224(625)=0.667s=\dfrac{L_s^2}{24R}=\dfrac{100^2}{24(625)}=0.667 m
  • Spiral angle: θs=Ls2R=0.0800\theta_s=\dfrac{L_s}{2R}=0.0800 rad =4.584∘=4.584^\circ
  • Central angle of circular arc: Δc=Δ−2θs=49.6∘−9.167∘=40.433∘\Delta_c=\Delta-2\theta_s=49.6^\circ-9.167^\circ=40.433^\circ
  • Circular arc length: Lc=RΔc=441.05L_c=R\Delta_c=441.05 m
  • Total length of combined curve: L=Lc+2Ls=641.05L=L_c+2L_s=641.05 m
  • Tangent length from PI:
Ts=(R+s)tan⁡Δ2+Ls2=(625.667)tan⁡(24.80∘)+50=339.10 mT_s=(R+s)\tan\frac{\Delta}{2}+\frac{L_s}{2}=(625.667)\tan(24.80^\circ)+50=339.10\ \text{m}

(c) Chainages (PI at 1092.500 m)

  • Beginning of curve (TS) = 1092.500 − 339.10 = 753.40 m
  • End of curve (ST) = 753.40 + 641.05 = 1394.45 m

Answer: Ls=100L_s=100 m; curve begins at 753.40 m and ends at 1394.45 m.

✓ Answer checked by Claude Opus 5.5 (high effort)

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