- Asked 3/34
- 2071 Magh · 8 marks
Summit curve +4% and -4%, limited to 800 m
Short answer
Summit curve with grades +4% and -4% requires 409 m for SSD (150 m), 750 m for ISD (300 m), and 2083 m for OSD (500 m). With maximum length 800 m, SSD and ISD are satisfied but OSD cannot be provided; overtaking must be prohibited.
A vertical summit curve is to be designed when two grades +4% and -4% meet on a highway. The stopping sight distance and overtaking sight distance required are 150 m and 500 m respectively. But due to site conditions, the length of curve has to be restricted to a maximum value of 800 m if possible. Calculate the length of curve needed to fulfil the requirements of (a) stopping sight distance (b) overtaking sight distance or at least intermediate sight distance. Discuss the results.
, so . This is a summit curve (IRC/NRS 2070: eye height 1.2 m; object height 0.15 m for SSD and 1.2 m for OSD).
(a) Stopping sight distance S = 150 m
Assuming :
, so valid. L ≈ 410 m, which is less than 800 m, so it is possible.
(b) Overtaking sight distance S = 500 m
For m:
This exceeds the 800 m limit. With L = 800 m the sight distance actually available is
which is much less than the 500 m OSD.
Intermediate sight distance
ISD m:
This is within 800 m, so ISD can be provided.
Discussion
| Criterion | Required length | Within 800 m? |
|---|---|---|
| SSD 150 m | 409 m | Yes |
| ISD 300 m | 750 m | Yes |
| OSD 500 m | 2083 m | No |
Answer: adopt L = 800 m (or at least 750 m). It satisfies SSD (210 m available) and ISD (310 m), but full OSD cannot be provided within 800 m. Overtaking must be prohibited on this summit (no-overtaking signs and continuous centre line).
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Summit curve limited to 750 m · Transportation Engineering I, chapter 3 · asked 3×
- Vertical curve for overtaking sight distance · Transportation Engineering I, chapter 3
- Vertical curve with intermediate sight distance · Transportation Engineering I, chapter 3
- Overtaking sight distance and zone numerical · Transportation Engineering I, chapter 3
- Summit curve +1.5% and -2% · Transportation Engineering I, chapter 3
- Sight distance with obstruction on curve · Transportation Engineering I, chapter 3
- Overtaking sight distance and zone, 60 kmph · Transportation Engineering I, chapter 3
- Vertical curve -0.5% and +0.7%, IP RL 500 · Surveying II, chapter 6
- Vertical curve -1% and +0.5%, IP 500 m · Surveying II, chapter 6 · asked 2×
- Highway circular curve, apex distance 15.876 m · Surveying II, chapter 6