- 2081 Ashwin · 8 marks
Setback with overtaking, deflection 70 degrees
Short answer
For a two-lane highway with 75 km/h design speed, 6% superelevation, 0.15 friction, and 70° deflection angle, radius is 210.9 m. Intermediate sight distance (2×SSD = 230 m) is used since full overtaking distance is not feasible. With sight line at 1.75 m from centre, setback distance from centre line is calculated as 32.6 m using m = R - (R-d)cos(α/2) where α = S/(R-d).
A Two-lane highway was designed with super elevation of 6% and coefficient of lateral friction of 0.15. The design speed of curve is 75 kmph. The stopping sight distance required is 115 m. Determine set back distance required for this curve for providing reasonable opportunities of overtaking as there not enough space to provide full overtaking opportunities, provided that the deflection angle is 70°.
Given: two-lane road, , , km/h, SSD m, deflection angle .
Assumptions: lane width m, so the line of sight runs along the centre of the inner lane at m from the road centre line. Since there is not enough space for full overtaking sight distance, the intermediate sight distance is provided: .
Step 1: Radius of the curve (centre line)
Step 2: Sight distance and length of curve
Length of curve m. Since m m, the sight line lies fully within the curve (Case ).
Step 3: Setback
Answer: setback distance from the centre line of the road m (about 33 m) for intermediate sight distance of 230 m.
For comparison, SSD only (115 m) would need m.
✓ Answer checked by Claude Opus 5.5 (high effort)
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