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DESIGN OF CURVES DOLAT RAM (15CRP25) Mehran University of Engineering and Technology, Jamshoro

Design of curves

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Page 1: Design of curves

DESIGN OF CURVES

DOLAT RAM (15CRP25)Mehran University of Engineering and Technology, Jamshoro

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CURVESCurves are regular bends provided in the lines of communication like roads, railways etc.They are classified into two main types:1. Horizontal curve2. Vertical curve

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HORIZONTAL CURVE

A horizontal curve provides a transition between two tangent strips of roadway, allowing a vehicle to negotiate a turn at a gradual rate rather than a sharp cut.The design of the curve is dependent on the intended design speed for the roadway, as well as other factors including drainage and friction.

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Classification of Horizontal CurvesHorizontal curves are commonly classified into 4 types:i) Simple Curveii) Compound Curveiii) Reverse or Serpentine Curveiv) Spiral or Deviation Curve

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Simple, Compound, Reverse and SpiralSimple Curve - Curve with single constant radius. Compound Curve – Two or more curves in succession, turning in the same direction. Reverse Curve – Two simple curves with equal radii turning in opposite directions with a common tangent. Spiral or Deviation Curve – Also called transition curves; placed between tangents and circular curves or between two adjacent circular curves having substantially different radii.

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VERTICAL CURVE

A vertical curve provides a transition between two sloped roadways, allowing a vehicle to negotiate the elevation rate change at a gradual rate rather than a sharp cut.The design of the curve is dependent on the intended design speed for the roadway, as well as other factors including drainage, slope, acceptable rate of change, and friction.

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COMPONENTS OF A CURVER RADIUSPC POINT OF CURVATUREPT POINT OF TANGENCYPOC POINT OF CURVEPI POINT OF INTERSECTIONL LENGTH OF CURVET TANGENT DISTANCELC LONG CHORDE EXTERNAL DISTANCEM MIDDLE ORDINATED DEGREE OF CURVEI DEFLECTION ANGLE

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FORMULAS FOR SIMPLE CURVE

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STOPPING SIGHT DISTANCEStopping Sight distance is one of several types of sight distance used in road design. It is a near worst-case distance a vehicle driver needs to be able to see in order have room to stop before colliding with something in the roadway, such as a pedestrian in a crosswalk, a stopped vehicle. Insufficient sight distance can adversely affect the safety or operations of a roadway or intersection.

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