Highway Curve Design

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Horizontal curves, vertical curves, and spiral transitions. Based on Kavanagh Chapter 11.

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34 cards in this deck

Cards (34)

1
Front

What is a simple curve?

Back

Circular arc of constant radius connecting two tangent sections of a roadway.

2
Front

What is PC?

Back

Point of Curvature - where tangent meets beginning of circular curve.

3
Front

What is PT?

Back

Point of Tangency - where circular curve ends and tangent begins.

4
Front

What is PI?

Back

Point of Intersection - where back tangent and forward tangent would meet if extended.

5
Front

What is the tangent distance (T)?

Back

Distance from PC or PT to PI along tangent. T = R × tan(Δ/2)

6
Front

What is the external distance (E)?

Back

Distance from PI to midpoint of curve. E = R × [sec(Δ/2) - 1]

7
Front

What is the middle ordinate (M)?

Back

Distance from midpoint of long chord to midpoint of curve. M = R × [1 - cos(Δ/2)]

8
Front

What is long chord (LC)?

Back

Straight-line distance from PC to PT. LC = 2R × sin(Δ/2)

9
Front

What is the central angle (Δ)?

Back

Angle at center of curve subtended by arc from PC to PT. Equals intersection angle of tangents.

10
Front

What is arc definition of degree of curve?

Back

Central angle subtended by 100-foot arc. R = 5729.58/D (feet)

11
Front

What is chord definition of degree of curve?

Back

Central angle subtended by 100-foot chord. Used in railroad design. R = 50/sin(D/2)

12
Front

How do you calculate arc length?

Back

L = R × Δ (radians) or L = (Δ/D) × 100 for arc definition

13
Front

What is deflection angle in curve staking?

Back

Angle between tangent and chord to curve point. For full station: d = D/2. Total deflection to PT = Δ/2.

14
Front

What is a compound curve?

Back

Two or more circular curves of different radii with common tangent at junction, curving in same direction.

15
Front

What is a reverse curve?

Back

Two circular curves turning in opposite directions with common tangent at junction.

16
Front

What is a spiral curve?

Back

Transition curve of varying radius connecting tangent to circular curve, providing gradual entry.

17
Front

What is TS?

Back

Tangent to Spiral - point where spiral begins at tangent.

18
Front

What is SC?

Back

Spiral to Circular - point where spiral meets main circular curve.

19
Front

What is superelevation?

Back

Banking of roadway on curves to counteract centrifugal force. Expressed as percentage or rate (e/100).

20
Front

What determines minimum curve radius?

Back

Design speed, maximum superelevation rate, and side friction factor. Higher speeds require larger radii.

21
Front

What is PVC?

Back

Point of Vertical Curvature - beginning of vertical curve where it meets back tangent grade.

22
Front

What is PVT?

Back

Point of Vertical Tangency - end of vertical curve where it meets forward tangent grade.

23
Front

What is PVI?

Back

Point of Vertical Intersection - where back and forward tangent grades would intersect.

24
Front

What is K-value?

Back

Horizontal distance required for 1% change in grade. K = L/(|g2 - g1|)

25
Front

What is a crest curve?

Back

Vertical curve where grade changes from ascending to descending (convex upward).

26
Front

What is a sag curve?

Back

Vertical curve where grade changes from descending to ascending (concave upward).

27
Front

How do you calculate vertical curve elevation?

Back

y = tangent elevation + offset Offset at x from PVC = (rate of change × x²)/2 Rate = (g2-g1)/L

28
Front

What controls crest curve length?

Back

Stopping sight distance - driver must see obstacle in time to stop safely.

29
Front

What controls sag curve length?

Back

1. Headlight sight distance 2. Rider comfort (vertical acceleration) 3. Drainage 4. Appearance

30
Front

What is stopping sight distance?

Back

Distance for driver to perceive hazard, react, and stop. SSD = perception-reaction distance + braking distance.

31
Front

What is design speed?

Back

Maximum safe speed a roadway can accommodate under favorable conditions. Determines all geometric elements.

32
Front

Where is the high point on a crest curve?

Back

Station where grade = 0. x from PVC = -g1 × L/(g2 - g1)

33
Front

What is spiral length selection based on?

Back

• Comfortable transition at design speed • Superelevation runoff distance • Appearance Typically 200-400 feet

34
Front

What is the spiral angle?

Back

Angle between tangent at TS and tangent at SC. θs = Ls/(2R) radians = Ls × D/200 degrees