Highway Engineering Handbook: Building and Rehabilitating the Infrastructure

2.4: INTERSECTION DESIGN

2.4 INTERSECTION DESIGN

An intersection is defined as an area where two or more roadways join or cross. Each roadway extending from the intersection is referred to as a leg. The intersection of two roadways has four legs. When one roadway ends at the intersection with another roadway, a three-leg intersection, or T intersection, is formed. Some intersections have more than four legs, but this design should be avoided, since the operation of traffic movements is usually inefficient. There are three general types of intersections: (1) at-grade, where two or more roadways cross in the same vertical plane, (2) grade-separated, where one roadway is bridged over or tunneled under the other roadway but no turning movements are allowed, and (3) interchanges, a special type of grade-separated intersection where turning movements are accommodated by ramps connecting the two roadways.

At-Grade Intersections

At-grade intersections should be designed to promote the safe movement of traffic on all legs with a minimal amount of delay to drivers using the intersection. The amount of delay a driver experiences is the measure of effectiveness for signalized intersections as used in capacity analysis. Factors to be considered in designing an intersection are:

  • Traffic volumes on all legs, including separate counts for turning vehicles

  • Sight distance

  • Traffic control devices

  • Horizontal alignment

  • Vertical alignment

  • Radius returns

  • Drainage design

  • Islands

  • Left turn lanes

  • Right turn lanes

  • Additional through lanes

  • Recovery areas

  • Pedestrians

  • Bicycles

  • Lighting

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