Highway Engineering Handbook: Building and Rehabilitating the Infrastructure

2.7: MULTILANE RAMP AND ROADWAY TERMINALS AND TRANSITIONS

2.7 MULTILANE RAMP AND ROADWAY TERMINALS AND TRANSITIONS

When two roadways converge or diverge, the less significant roadway should exit or enter on the right. Left-hand exits or entrances are contrary to driver expectancy and should be avoided wherever possible.

Multilane Entrance Ramps and Converging Roadways

Figure 2.46 shows recommended designs to be used for multilane entrance ramps and converging roadways. Converging roadways are defined as separate and nearly parallel roadways or ramps that combine into a single continuous roadway or ramp having a greater number of lanes beyond the nose than the number of lanes on either approach roadway. Class I, II, and III entrance terminals should be used in lieu of converging roadway drawings when applicable. Class I and II converging roadways should be used when either or both of the converging roadways are mainline roadways of an expressway or a freeway. Class III should be used at the convergence of directional ramps within an interchange or at the convergence of interchange ramps with non-limited-access roads or streets. In general, class III is applicable at all locations other than those requiring the use of class I or II.


FIGURE 2.46: Designs formultilane entrance ramps and converging roadways. ( From Location and Design Manual, Vol. 1, Roadway Design, Ohio Department of Transportation, with permission)

Lane Balance and Continuity. To avoid inside merges, the number of mainline lanes plus converging lanes approaching the nose must be equal to the resultant number of lanes leaving the...

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