Chapter 15: Grade Separations and Interchanges
15.1 Overview
The ability to accommodate high volumes of traffic safely and efficiently through intersections depends largely on the arrangement of the intersection. Grade separations offer the greatest efficiency, safety, and capacity for intersecting roadways.
- Grade separation- refers to the crossing of two roadways by a physical separation so that neither roadway interferes with the other
- Interchange- is a system of interconnecting roadways in conjunction with one or more grade separations that provides for the movement of traffic between two or more roadways or highways on different levels.
The decision to provide a fully access-controlled facility becomes the warrant for providing highway grade separations or interchanges at the most important intersecting roadways (usually arterials and some collectors) and railroads.
No at-grade intersections are allowed along the mainlanes of a freeway.
An interchange or series of interchanges on a freeway through a community may affect large continuous areas or even the entire community. For this reason, interchanges must be located and designed so that they will provide the best possible traffic service. Drivers who have exited from a freeway expect to be able to re-enter in the same vicinity; therefore, partial interchanges that do not serve all desired traffic movements should be avoided.
For information on the design of Diverging Diamond Interchanges, see
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15.1 Overview
15.2 Warrants for Interchanges and Grade Separations
15.3 Types of Interchanges
- 15.3.1 Three-Leg Interchanges; and
- 15.3.2 Four-Leg Interchanges.
15.4 Applications on Various Type of Facilities
- 15.4.1 Urban Street Grade Separations;
- 15.4.2 Multi-Lane Rural Highway Grade Separations; and
- 15.4.3 Freeway Grade Separations.
15.5 Safety
- 15.5.1 Major Intersections with High Traffic Volumes;
- 15.5.2 Railroad Crossings; and
- 15.5.3 Benefits.
15.6 General Design Considerations
- 15.6.1 Interchange Spacing;
- 15.6.2 Lane Balance;
- 15.6.3 Auxiliary Lanes;
- 15.6.4 Weaving Sections; and
- 15.6.5 Collector-Distributor Roads.
15.7 Ramps & Direct Connectors
- 15.7.1 Type of Ramps;
- 15.7.2 General Ramp Design Considerations;
- 15.7.3 Ramp Geometrics;
- 15.7.4 Cross Section and Cross Slopes;
- 15.7.5 Lane and Shoulder Widths;
- 15.7.6 Sight Distance;
- 15.7.7 Ramp Terminal Design;
- 15.7.8 Ramp Spacing; and
- 15.7.9 Metered Ramps.
15.8 Frontage Road Turnarounds and Intersections
- 15.8.1 Guidelines for Designing Auxiliary Lanes (AL) on Frontage Road Approaches