- 2068 Bhadra (old course) · 8 marks
Summit curve +1.5% and -2%
Short answer
For N = 0.035, SSD 200 m gives L = NS^2/4.4 = 318 m, vertical offset at PVI E = NL/8 = 1.39 m. OSD 600 m gives L = NS^2/9.6 = 1313 m, E = 5.74 m.
A summit curve is to be provided at the intersection of two gradients +1.5% and -2%. What is length required (i) For stopping sight distance of 200 m (ii) For overtaking sight distance of 600 m? What is the vertical distance between the point of vertical intersection and curve in either case?
, so (summit curve). Eye height 1.2 m, object height 0.15 m for SSD and 1.2 m for OSD (IRC/NRS 2070).
(i) SSD = 200 m
Assuming :
Since , it is valid. L = 318 m (say 320 m).
(ii) OSD = 600 m
Here m:
L = 1313 m (, valid).
Vertical distance between PVI and curve
For a parabolic curve the offset at the PVI is .
- (i) m
- (ii) m
Answer: (i) L = 318 m, E = 1.39 m; (ii) L = 1313 m, E = 5.74 m.
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Vertical curve for overtaking sight distance · Transportation Engineering I, chapter 3
- Vertical curve with intermediate sight distance · Transportation Engineering I, chapter 3
- Summit curve limited to 750 m · Transportation Engineering I, chapter 3 · asked 3×
- Summit curve +4% and -4%, limited to 800 m · Transportation Engineering I, chapter 3 · asked 3×
- Overtaking sight distance and zone numerical · Transportation Engineering I, chapter 3
- Overtaking sight distance and zone, 60 kmph · Transportation Engineering I, chapter 3
- Vertical curve 200 m, +1.50% then -2.5% · Surveying II, chapter 6
- Vertical curve table, -4.5% and +3.5%, 200 m · Surveying II, chapter 6
- Three-point problem: A 800 m N, C 600 m E (600, 200, 500) · Engineering Geology I, chapter 5 · asked 4×
- Resection, two point problem, intersection · Surveying II, chapter 5